HomeMy Public PortalAboutWatertown - Contract 2020-025 Rd Rehab COMPILED Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work Phase I Contract No.2020-025
TOWN OF WATERTOWN
MASSACHUSETTS
CONTRACT DOCUMENTS
FOR
2020 ROADWAY REHABILITATION AND RELATED WORK PHASE I
CONTRACT No. 2020-025
BID OPENING: Thursday, December 12, 2019, at 10:20 A.M.
TOWN OF WATERTOWN
PURCHASING DEPARTMENT
149 MAIN STREET
WATERTOWN, MA, 02472
617-972-6414
rbandini@watertown-ma.gov
Important Notice to Bidders: All bidders must be pre-qualified by the Massachusetts
Department of Transportation (MassDOT) as follows. The MassDOT Prequalification Office
will provide the Town with an official and a waiver contractor bid list for all contractors
prequalified in the specified class of work within the parameters of this project. Only those
bidders listed in the official or waiver contractor lists issued by the MassDOT Prequalification
Office will be allowed to obtain an official proposal book. Contractors submitting bids must
perform at least 50% of the work outlined in the bid documents.
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
TABLE OF CONTENTS
Section Number Bidding and Contract Requirements
00020 - Invitation to Bid
00100 - Instructions to Bidders
00300 -Form of General Bid
00410 -Bid Bond
00420 -Notice of Award
00500 -Agreement
- Certificate of Vote
- EEO/AA Certificate
- Certificate of Compliance with State Tax Laws and with Unemployment
Compensation Contribution Requirements
- Statement of Wage Compliance
- Certificate of Tax Compliance
-Non-Collusion
-Public Contractor Debarment
-Request for W-9 Form
00610 - Construction Performance Bond
00620 - Construction Payment Bond
00680 -Notice to Proceed
00700 - General Conditions
00800 - Supplemental General Conditions
00820a - Change Order Form
00820b - Certificate of Final Completion of work
00850 -Excerpts from Applicable State Law
00860 - Town of Watertown Noise Ordinance
00900 - Supplementary Specifications
Attachment A -Wage Rates
Attachment B - Stormwater Tree Trench Details (prepared by Horsley Witten Group)
Note:
Refer to separate set of drawings for additional construction details.
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
SECTION 00020
INVITATION FOR BIDS
Sealed bids for furnishing the following ITEM will be received at the Office of the Purchasing
Agent, 149 Main Street, Watertown, MA, 02472, until the time specified below at which time the
bids will be publicly opened and read:
ITEM BID OPENING
Bid: 2020 Roadway Rehabilitation Thursday,December 12, 2019, at 10:20 A.M.
and Related Work Phase I
Contract No. 2020-025
In general, this contract consists of full depth reclamation, milling, hot mix asphalt paving,
installation of new curbing, removing and resetting existing granite curbing, reconstruction of
concrete sidewalks, ADA/AAB conforming wheelchair ramps and driveway aprons, minor
drainage improvements, signing, pavement markings and related work as directed by the DPW
Superintendent. Bidders submitting bids on this project shall be prepared to complete the work
to be done under this contract within one year after the contract is signed. Any contract
extensions shall be at the discretion of the DPW Superintendent only.
Specifications and bid forms may be obtained at the Offices of Purchasing Agent, Watertown
Town Hall, Monday through Friday between 8:30 a.m. — 5:00 p.m. or by emailing a request to
rbandini@watertown-ma.gov starting November 20, 2019.
Bids will be opened in the Office of the Purchasing Agent on Thursday, December 12, 2019, at
10:20 A.M. Town Hall, Lower Hearing Room, 149 Main Street, Watertown, MA, 02472. Each
Bid must be accompanied by a bid security consisting of a BID BOND, CASH, or, CERTIFIED
CHECK issued by a responsible bank or trust company in the amount of 5% of the bid price.
All bidders must be pre-qualified by the Massachusetts Department of Transportation as
follows. The MassDOT Prequalification Office will provide the Town with an official and a
waiver contractor bid list for all contractors prequalified in the specified class of work within the
parameters of this project. Only those bidders listed in the official or waiver contractor lists
issued by the MassDOT Prequalification Office will be allowed to obtain an official proposal
book.
All bids for this project are subject to applicable public bidding laws of Massachusetts, including
G.L. c.30, § 39M, as amended.
Attention is directed to the minimum wage rates to be paid as determined by the Commissioner
of Labor and Workforce Development and the weekly payroll record submittal requirements
under the provisions of Massachusetts General Laws, Chapter 149, Section 26 through 27D
inclusive.
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Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
There will be no pre-bid meeting for this project.
The successful bidder must furnish a 100% Performance Bond and a 100% Payment Bond in the
contract sum with a corporate surety approved by the Owner(Town of Watertown).
Selection of the contractor will be based upon bidder qualifications, including evidence of past
performance in similar projects, and bid price. The contract will be awarded to the bidder
deemed by the awarding authority to be the lowest responsible and eligible bidder. Contractors
submitting bids must perform at least 50% of the work outlined in the bid documents.
The bidder agrees that its bid shall be good and may not be withdrawn for a period of 30 days,
Saturdays, Sundays and legal holidays excluded, after the opening of the bids.
The Town reserves the right to waive any informalities, to accept or reject, in whole or in part
any or all bids, or take whatever other action may be deemed to be in the best interest of the
Town.
Town of Watertown
Raeleen Bandini, MCPPO
Director of Purchasing
00020-2
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
SECTION 00100
INSTRUCTIONS TO BIDDERS
1. Receipt and Opening of Bids
The Town of Watertown, Massachusetts herein called the Town, acting by and through
its Town Manager, will receive sealed Bids for the project known as
2020 Roadway Rehabilitation and Related Work—Phase I Contract No. 2020-025.
General bids shall be addressed to Purchasing Department, Office of the Director of
Purchasing, Lower Level, 149 Main Street, Watertown, MA, 02472 (Address) and
endorsed 'Bid for Construction of 2020 Roadway Rehabilitation and Related Work
Phase I Contract No. 2020-025 will be received at the Office of the Director of
Purchasing until 10:20 a.m. prevailing time, on Thursday, December 12, 2019, at which
time and place said bids will be publicly opened and read aloud.
Any bid may be withdrawn prior to the above scheduled time for the opening of bids or
authorized postponement thereof. Any bid received after the time and date specified will
not be considered. The bidder agrees that its bid shall be good and may not be withdrawn
for a period of 30 days, Saturdays, Sundays, and legal holidays excluded, after the
opening of bids.
2. Location and Work to be Done
The work consists of pavement rehabilitation or pavement reconstruction and related
work of specified sections of roadway within Watertown as directed by the DPW
Superintendent.
The street locations to be considered for rehabilitated are listed in Section 00900. The
proposed treatment of the individual streets will be determined by the DPW
Superintendent shall be as listed in the contract. The Town of Watertown has the right to
add to or remove any of the streets listed in this contract without cause or change the
method of rehabilitation as may be required. The general characteristics and details of the
work to be performed under this contract are specified in the contract specifications
provided herein.
Additional drawings showing details in accordance with which the Work is to be done
may be furnished by addendum from time to time during the bidding period by the Town
or its Architect/Engineer, and shall then become a part of the Contract Documents.
The Contractor shall furnish all labor, services, materials, equipment, plant, machinery,
apparatus, appliances, tools, supplies, and all other things necessary to do all work
required for the completion of each item of the Work and as herein specified.
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Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
The Work to be done and paid for under any item shall not be limited to the exact extent
mentioned or described but shall include all incidental work necessary or customarily
done for the completion of that item.
All quantities are approximate and do not expressly or by implication agree that the
actual quantities will correspond therewith, but the Town reserves the right to increase or
decrease the quantity. An increase or decrease in the quantity for any item shall not be
regarded as cause for an increase or decrease in the unit prices.
It is encouraged that bidders visit the site prior to submitting a bid. Bidders may contact
the Owner at the following address and phone number in order to arrange date and time to
visit project site:
Town of Watertown Department of Public Works
124 Orchard Street
Watertown,MA 02472
Attn: Gerald S. Mee, Jr.
Tel: (617) 972-6420
3. Preparation of Bid
Each bid must be submitted on the prescribed form. All blank spaces for bid prices must
filled in, in ink or typewritten, in both words and figures.
Failure to complete the bid document adequately including the "Non-Collusion
Affidavit", the "Certificate of Compliance with State Tax Laws and with Unemployment
Compensation Contribution Requirements", and the "Certificate of Vote" may result in
the disqualification of the bidder.
Each bid must be submitted in a sealed envelope bearing on the outside the name of the
bidder, his address, and endorsed with the name of the project as specified in Receipt and
Opening of Bids, above. If forwarded by mail, the sealed envelope containing the bid
must be enclosed in another envelope addressed as specified in Receipt and Opening_ of
Bids, above.
All bids shall be accompanied by a bid deposit in the form of a Bid Bond, duly executed
and acknowledged by the bidder, as Principal, and by a surety company qualified to do
business in the Commonwealth of Massachusetts, or cash, or a certified check, treasurer's
or cashier's check issued by a responsible bank or trust company to the Town of
Watertown. The amount of such bid deposit shall be 5% of the value of the bid total or
for each particular bid item where applicable and shall be enclosed in the sealed envelope
containing the bid. Each such Bid Bond, cash or check may be held by the Town as
security for the fulfillment of the bidder's agreements as herein above set forth and as set
forth in the bid. Should the bidder fail to fulfill such agreements in his bid, the check or
cash shall become the property of the Town, or if a Bid Bond was furnished, the Bid
Bond shall become payable to the Town as liquidated damages, otherwise, the bid
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Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
security shall be returned to the Bidder.
Where applicable, all bid prices shall include the cost of mobilization of equipment and
no extra payment will be made for such mobilization or movement of equipment from job
to job site.
Any qualifications or exceptions to the Specifications must be stated in the Proposal or in
an accompanying letter with the Bid on the bidder's stationary.
4. Bid ODenin2 Procedure
The following list of requirements shall apply to each filed bid. Bids not meeting all the
requirements for timeliness and security will be rejected; bids not meeting signature and
addenda requirements will be rejected prior to checking of bid amounts.
Bids shall be filed at the place and before the time specified in ReceiD_t and ODenin2 of
Bids, above.
Properly executed bid security shall be placed in a sealed envelope and shall be attached
to the outside of the envelope containing the bid.
Bid signatures will be checked.
All addenda will be sent certified mail, with return receipt requested, and/or facsimile or
e-mail to all prospective bidders. All bidders shall include with their bids the written
acknowledgment form provided in Section 00300, FORM OF GENERAL BID.
The total dollar amount of each bid will be read, and the three apparent lowest bids will
be selected for further consideration. These three apparent low bids will be read aloud
for the benefit of the other bidders and the bid opening procedure will be closed. All
those present at the bid opening may examine all bids after the bid opening and after the
reading of the three apparent low bids.
5. Modification
Any bidder may modify his bid by written communication at any time prior to the
scheduled closing time for receipt of bids. Any telegraphic communication must be
received by the Town prior to the closing time, and, provided further, the Town must be
satisfied that a written confirmation of the telegraphic modification over the signature of
the bidder was mailed prior to the closing time. If written confirmation is not received
within two days from the closing time, no consideration will be given to a telegraphic
communication.
The communication shall not reveal the bid price but shall provide the addition or
subtraction or other modification so that the final prices or terms will not be known by
the Town until the sealed bid is opened.
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Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
6. Ability and Experience of Bidder
No award will be made to any bidder who cannot satisfy the Town that he has sufficient
ability and experience in this class of work and sufficient capital and plant to enable him
to prosecute and complete the work successfully within the time named. The Town's
decision or judgment on these matters will be final, conclusive, and binding.
The Town may make such investigations as it deems necessary, and the bidder shall
furnish to the Town, under oath if so required, all such information and data for this
purpose as the Town may request.
7. Conditions of Work
Each bidder must familiarize himself fully with the conditions relating to the construction
of the project and the employment of labor thereon. Failure to do so will not relieve a
successful bidder of his obligation to furnish all material and labor necessary to carry out
the provisions of his contract. Insofar as possible the Contractor, in carrying out his
work, must employ such methods or means as will not cause any interruption of or
interference with the work of any other Contractor.
8. Addenda and Interpretations
Addenda may be required during the bidding period to modify, clarify, or interpret the
Specifications and Contract Documents. It is intended, but not guaranteed, that such
Addenda shall be mailed by the Awarding Authority to all persons or parties to whom
Bid and Contract Documents have been issued (Bidders of Record). Failure to receive
such Addenda shall in no way relieve any bidder from the execution of its provisions. All
bidders are cautioned to verify the number of Addenda that have been issued and to
secure any needed copies from the DPW Superintendent before submitting a bid.
No interpretation of the meaning of the plans, specifications or other pre-bid documents
will be made to any bidder orally. All information given to bidders other than by means
of the plans, specifications, or by addenda, as described below, is given informally and
shall not be used as the basis of a claim against the Town.
Every request for such interpretation should be in writing addressed to Raeleen Bandini
at rbandini(&watertown-ma.2ov and to be given consideration must be received at least
seven days prior to the date fixed for the opening of bids. Any and all such
interpretations and any supplemental instructions will be in the form of written addenda
to the specifications which, when issued, will be mailed by certified mail with return
receipt requested to all prospective bidders (at the respective address furnished by them
for such purposes), or sent via facsimile or email if time requires. Failure of any bidder
to receive any such addendum or interpretation shall not relieve such bidder from any
obligation under his bid as submitted. All addenda so issued shall become part of the
Contract Documents.
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Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
9. Security for Faithful Performance
Simultaneously with his delivery of the executed Contract, the Contractor shall furnish a
surety bond or bonds as security for faithful performance of this contract and for the
payment of all persons performing labor and materials under this contract as specified in
Section 00700, GENERAL CONDITIONS included herein. The surety on such bond or
bonds shall be a surety company qualified to do business under the laws of the
Commonwealth and satisfactory to the Town. The bonds shall remain in force for one
year after final acceptance of the work by the Town, unless the Town, in writing, releases
the Contractor from the obligation sooner.
10. Power of Attornev
Attorneys-in-fact who sign Contract bonds must file with each bond a certified and
effectively dated copy of their power of attorney.
11. Laws and Regulations
The bidder's attention is directed to the fact that all applicable State laws, municipal
ordinances or bylaws, and the rules and regulations of all authorities having jurisdiction
over construction of the project shall apply to the contract throughout, and they will be
deemed to be included in the Contract the same as though written out in full. Attention is
directed to Section 00850 and to other applicable sections of the Contract Documents.
12. Goals for Construction:
Minority-owned Business Enterprise (MBE), Women-owned Business Enterprise (WBE)
and Equal Opportunity policies of the Massachusetts Water Resources Authority
(MWRA) are applicable to this Contract. The CONTRACTOR shall comply with all
applicable laws and regulations pertaining to nondiscrimination, equal opportunity and
affirmative action, including without limitation executive orders and rules and regulations
of federal and state agencies of competent jurisdiction. The Bidder shall make positive
efforts to achieve: (1) a minority employee work force hour goal of 10.00 percent, (2) a
woman employee work force hour goal of 6.90 percent, (3) a goal of 7.24 percent
participation of Minority-owned Business Enterprise(s), and (4) a goal of 3.60 percent
participation of Woman-owned Business Enterprise(s) within project contracts. At a
minimum the community should allow MBEs and WBEs the maximum feasible
opportunity to compete for subagreements performed under the project.
13. Project Inspection:
The CONTRACTOR shall make the project site and all project records available to
Department of Public Works staff for review during the course of the project. DPW staff
will periodically monitor the progress of work to insure that the project is: (1) proceeding
substantially as defined in the Scope of Work/Project Schedule sections of the executed
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Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
Financial Assistance Agreement; and (2) proceeding in a manner which will produce the
quantitative I/I reduction result which the community estimated would be achieved in the
executed Financial Assistance Application.
14. Project Audit Provisions:
The community, the community's engineer(s), and the community's contractor(s) shall
maintain books, records, documents, and other evidence directly related to the
performance on all work receiving funding under the executed Financial Assistance
Agreement in accordance with generally accepted professional practice and appropriate
accounting procedures and practices. The community, the community's engineer(s), and
the community's contractor(s) shall also maintain the financial information and data used
by the engineer(s), and the community's contractor(s) in the preparation or support of
project invoices and associated progress reports.
The community shall agree to include the wording of the above paragraph in all contracts
and subcontracts with third party contractors, vendors and service providers related to
this project.
15. Chapter 306 of the Acts of 2004:
The Contractor shall comply with Chapter 306 of the Acts of 2004.
AN ACT RELATIVE TO THE HEALTH AND SAFETY ON PUBLIC
CONSTRUCTION PROJECTS.
Be it enacted by the Senate and House of Representatives in General Court assembled,
and by the authority of the same, as follows:
SECTION 1. Section 39M of Chapter 30 of the General Laws, as appearing in the 2002
Official Edition, is hereby amended by striking out subsection (c) and inserting in place
thereof the following subsection:
(c) The term "lowest responsible and eligible bidder" shall mean the bidder: (1) whose
bid is the lowest of those bidders possessing the skill, ability and integrity necessary for
the faithful performance of the work; (2) who shall certify, that he is able to furnish labor
that can work in harmony with all other elements of labor employed or to be employed in
the work; (3) who shall certify that all employees to be employed at the worksite will
have successfully completed a course in construction safety and health approved by the
United States Occupational Safety and Health Administration that is at least 10 hours in
duration at the time the employee begins work and who shall furnish documentation of
successful completion of said course with the first certified payroll report for each
employee; (4) who, where the provisions of section 8B of chapter 29 apply, shall have
been determined to be qualified thereunder; and (5) who obtains within 10 days of the
notification of contract award the security by bond required under section 29 of chapter
149; provided that for the purposes of this section the term "security by bond" shall mean
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Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
the bond of a surety company qualified to do business under the laws of the
commonwealth and satisfactory to the awarding authority.
SECTION 2. Said chapter 30 is hereby amended by inserting after section 39R the
following section:
Section 395. (a) As used in this section the word "person" shall mean any natural person,
joint venture, partnership corporation or other business or legal entity. Any person
submitting a bid for, or signing a contract to work on, the construction, reconstruction,
alteration, remodeling or repair of any public work by the commonwealth, or political
subdivision thereof, or by any county, city, town, district, or housing authority, and
estimated by the awarding authority to cost more than $10,000, and any person
submitting a bid for, or signing a contract to work on, the construction, reconstruction,
installation, demolition, maintenance or repair of any building by a public agency,
estimated to cost more than $10,000, shall certify on the bid, or contract, under penalties
of perjury, as follows:
(1) that he is able to furnish labor that can work in harmony with all other elements of
labor employed or to be employed in the work; (2) that all employees to be employed at
the worksite will have successfully completed a course in construction safety and health
approved by the United States Occupational Safety and Health Administration that is at
least 10 hours in duration at the time the employee begins work and who shall furnish
documentation of successful completion of said course with the first certified payroll
report for each employee; and (3) that all employees to be employed in the work subject
to this bid have successfully completed a course in construction safety and health
approved by the United States Occupational Safety and Health Administration that is at
least 10 hours in duration.
(b) Any employee found on a worksite subject to this section without documentation of
successful completion of a course in construction safety and health approved by the
United States Occupational Safety and Health Administration that is at least 10 hours in
duration shall be subject to immediate removal.
(c) The attorney general, or his designee, shall have the power to enforce this section
including the power to institute and prosecute proceedings in the superior court to restrain
the award of contracts and the performance of contracts in all cases where, after
investigation of the facts, he has made a finding that the award or performance has
resulted in violation, directly or indirectly, of subsection (b), and he shall not be required
to pay to the clerk of the court an entry fee in connection with the institution of the
proceeding.
SECTION 3. Paragraph E of subdivision (2) of section 44E of chapter 149 of the General
Laws, as so appearing, is hereby amended by striking out the second paragraph and
inserting in place thereof the following paragraph:-
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Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
The undersigned hereby certifies that he is able to furnish labor that can work in harmony
with all other elements of labor employed or to be employed on the work; that all
employees to be employed at the worksite will have successfully completed a course in
construction safety and health approved by the United States Occupational Safety and
Health Administration that is at least 10 hours in duration at the time the employee begins
work and who shall furnish documentation of successful completion of said course with
the first certified payroll report for each employee; and that he will comply fully with all
laws and regulations applicable to awards made subject to section 44A.
SECTION 4. Paragraph I of subdivision (2) of section 44F of said chapter 149, as so
appearing, is hereby amended by striking out the first paragraph and inserting in place
thereof the following paragraph:
The undersigned hereby certifies that he is able to furnish labor that can work in harmony
with all other elements of labor employed or to be employed on the work; that all
employees to be employed at the worksite will have successfully completed a course in
construction safety and health approved by the United States Occupational Safety and
Health Administration that is at least 10 hours in duration at the time the employee begins
work and who shall furnish documentation of successful completion of said course with
the first certified payroll report for each employee; and that he will comply fully with all
laws and regulations applicable to awards of subcontracts subject to section 44F.
SECTION 5. This act shall take effect on July 1, 2006.
House of Representatives, July 30, 2004.
This Bill having been returned by His Excellency the Governor with his objections
thereto in writing (see House 5023) has been passed by the House of Representatives,
notwithstanding said objections, two-thirds of the House (154 yeas to 0 nays) having
agreed to pass the same.
Sent to the Senate for its action. Thomas M. Finneran, Speaker. Steven T. James, Clerk.
Senate, July 31, 2004.
Passed by the Senate, notwithstanding the objections of His Excellency the Governor,
two-thirds of the members present(37 yeas to 0 nays)having approved the same.
Robert E. Travaglini, President. William F. Welch, Clerk.
Office of the Secretary August 17, 2004.
16. Failure to Enter into Contract
The successful bidder, upon his failure or refusal to execute and deliver the Contract and
bonds required within 10 days after presentation thereof by the Town, shall forfeit to the
Town, as liquidated damages for such failure or refusal, the security deposited with
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Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
his/her bid, but the amount forfeited shall not exceed the difference between his/her bid
price and the bid price of the next lowest responsible and eligible bidder. In case of
death, disability, bona fide clerical or mechanical error of a substantial nature, or other
similar unforeseen circumstances affecting the bidder, his/her bid deposit will be
returned.
17. Obligation of Bidder
At the time of the opening of bids, each bidder will be presumed to have inspected the
site and to have read and to be thoroughly familiar with the Contract Documents
(including all addenda). The failure or omission of any bidder to examine any form,
instrument, or document shall in no way relieve any bidder from any obligation in respect
of his bid.
18. Information Not Guaranteed
All information given in the Contract Documents relating to subsurface and other
conditions, natural phenomena, existing pipes, and other structures is from the best
sources at present available to the Town. All such information is furnished only for the
information and convenience of bidders and is not guaranteed.
It is agreed and understood that the Town does not warrant or guarantee that the
subsurface or other conditions, natural phenomena, existing pipes, or other structures
encountered during construction will be the same as those indicated in the Contract
Documents.
It is further agreed and understood that no bidder or Contractor shall use or be entitled to
use any of the information made available to him or obtained in any examination made
by him in any manner as a basis of or ground for any claim or demand against the Town
or the Architect/Engineer, arising from or by reason of any variance which may exist
between the information made available and the actual subsurface or other structures
actually encountered during the construction work, except as may otherwise be expressly
provided for in the Contract Documents.
19. Bid Securitv
Each bid and sub-bid must be accompanied by bid security in the form of a certified
check, a bid bond, cash, or a treasurer's or cashier's check, payable to the Town, in the
amount of five (5) percent of the value of the bid. Such security of general bidders will
be returned to all except the three lowest responsible and eligible bidders within five
days, Saturdays, Sundays, and legal holidays excluded, after the opening of bids, and the
remaining securities will be returned promptly after the Town and the accepted bidder
have executed the Contract, or if no notice of intent to award has been presented to the
selected contractor within 30 days, Saturdays, Sundays and holidays excluded, after the
date of the opening of bids, upon demand of the bidder at any time thereafter.
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Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
20. Riaht to Reiect Bid
The Town reserves the right to waive any informalities in bids and to reject any and all
bids, should the Town deem it to be in the public interest to do so.
The Town may also reject bids which in its sole judgment are either incomplete,
conditional, obscure or not responsive or which contain additions not called for, erasures
not properly initialed, alterations, or similar irregularities.
21. Time for Completion
The successful general bidder must agree to commence work within ten (10) days of the
date of the Notice to Proceed and to fully complete the project within the time limit stated
in Section 00300, FORM OF GENERAL BID.
22. Comparison of Bids
Bids will be compared on the basis of prices set forth in the bid forms.
In the event that there is a discrepancy between the lump sum or unit prices written in
words and figures, the prices written in words will govern.
23. Award of Contract
The Contract will be awarded to "the lowest responsible and eligible bidder" pursuant to
General Laws Chapter 30, Section 39M as amended. Such a bidder shall possess the
skill, ability and integrity necessary for the faithful performance of the work, shall be able
to furnish labor that can work in harmony with all other elements of labor employed, or
to be employed, in the work, and shall otherwise comply with all applicable provisions of
law. Contract award shall be subject to availability of an appropriation for funding.
A Performance and Payment Bond in the amount of One Hundred (100%) percent of the
annual contract price will be required for the faithful performance of the Contract. The
Contractor shall obtain and submit the bonds within ten (10) days after notification of the
bid award. The successful bidder's Bid Bond shall not be released until such time the
Performance and Payment Bonds have been posted. Within seven (7) working days of
receipt of acceptable Payment Bond and Agreement signed by the party to whom the
Agreement was awarded, the Town shall sign the Agreement and return to such party an
executed duplicate of the Agreement.
24. Statutes Rezulatin2 Competitive Biddiniz
Any bid which does not comply with the provisions of Massachusetts General Laws
Chapter 30 Section 39M, as amended, need not be accepted and the Town may reject
every such bid.
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Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
25. Waae Rates
Prevailing Wage Rates as determined by the Commissioner of Department of Labor and
Workforce Development under the provision of the Massachusetts General Laws,
Chapter 149, Section 26 to 27G, as amended, apply to this project. It is the responsibility
of the bidder, before bid opening, to request any additional information on Prevailing
Wage Rates for those tradespeople who may be employed for the proposed work under
this contract.
State schedules of Prevailing wage rates are included in "Attachment" A of the contract
documents.
26. Contractor Records
The Contractor shall comply with the provisions of Massachusetts General Laws, Chapter
30, Section 39R concerning Contractor records.
27. Insurance
The Contractor shall carry and continuously maintain until completion of the Contract,
insurance as specified in the General Conditions and in such form as shall protect him
performing work covered by this Contract, and the Town of Watertown and its
employees, agents, officials, and engineering consultant, from all claims an liability for
damages for bodily injury, including accidental death, and for property damage, which
may arise from operations under this Contract. The Town and WorldTech Engineering,
LLC shall be named as an additional insured. The Contractor covenants and agrees to
hold the Town and its employees, agents and officials harmless from loss or damage due
to claims for bodily injury or death and/or property damage arising from, or in connection
with, operations under this Contract.
28. Project Manager
In addition to a project Architect/Engineer, the Town may utilize the services of a project
manager, whose duties shall be as set forth in the Agreement for Project Manager
Services.
A contact person must be designated by the Contractor upon award of the Contract who
will be accessible to the Town on a twenty-four hour per day basis for the duration of the
construction period.
29. Payroll
Payroll Records, Labor, Maximum Hours of Employment: Every employee in public
work shall lodge, board and trade where and with whom he elects; and no persons or his
agents or employees under Contract with the Commonwealth, a county, Town or with a
department, board, commission or officer acting therefore, for the doing of public work,
00100-11
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
shall directly or indirectly require as a condition of employment therein, that the
employee shall lodge, board or trade at a particular place or with a particular person
(Chapter 149,Section 25 of the General Law).
No laborer, workman, mechanic, foreman or inspector working within this
Commonwealth, in the employee of the Contractor, Sub-contractor or other persons
doing or contracting to do the whole or a part of the work contemplated by this Contract,
shall be required or permitted to work no more than eight (8) hours in any one day or no
more than 48 hours in any one week, or no more than six (6) days in any one week,
except in cases of emergency, or in case any Town subject to Section 149 of the General
Laws is a party to such a Contract, more than eight (8) hours in any one day, except as
aforesaid. The Owner or the Contractor or any Subcontractor may employ laborers,
work-men, mechanics, foreman and inspectors for more than eight (8) hours in any one
day in the work to be done or under Contract when in the opinion of the Commissioner of
Labor and Industries, public necessity so require. (Chapter 149, Section 34 of the General
Laws, as amended).
Attention of Bidders is called to Section 148 of Chapter 149 of the General Laws and
amendments thereof requiring the weekly payment of employees.
Upon request of the Engineer of the Massachusetts Department of Labor and Industries,
the Contractor shall furnish certified copies of any or all payrolls for the Contract,
showing the name, address, and occupational classification of each employee on said
works, and the hours worked by, and the wages paid each such employee. Such payroll
shall also include the rates paid for rented trucks or rental equipment of any kind used on
the work. This requirement shall also apply to the work of any Sub-contractor having a
Subcontract for any of the work performed on the project. Such records shall be kept in
such manner as the Commissioner of Labor and Industries shall prescribe, and shall be
open to inspection by the DPW Superintendent or any authorized representative of the
Department of Labor and Industries at any reasonable time and as often as may be
necessary.
30. Buv American
The Contractor agrees that preference will be given to domestic construction material by
the Contractor, Subcontractor, material men, and suppliers in the performance of this
Contract.
31. Compliance with Laws
The Contractor shall keep himself fully informed of all existing and future Federal, State
and Local Laws, ordinances, rules and regulations affecting those engaged or employed
on the Work, the materials and equipment used in the Work or the conduct of the Work,
and of all orders, decrees and other requirements of bodies or tribunals having any
jurisdiction or authority over the same. If any discrepancy or inconsistency is discovered
in the Drawings, Specifications or other Contract Documents in relation to any such law,
00100-12
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
ordinance, rule, regulation, order, decree or other requirement, the Contractor shall
forthwith report to the Administrator in writing. The Contractor shall at all times observe
and comply with, and cause all his agents, servants and employees to observe and comply
with all such existing and future laws, ordinances, rules, regulations, orders, decrees and
other requirements and he shall protect, indemnify and save harmless the Town, its
officers, agents, servants, employees and the DPW Superintendent from and against any
and all claims, demands, suits, liabilities,judgments, penalties, losses, damages, costs and
expenses, including attorney's fee, arising from or based upon any violation or claimed
violation of any such law, ordinance, rule regulation, order, decree or other requirements,
whether committed by the Contractor or any of his agents, servants or employees.
Applicable provisions of Massachusetts General Laws and Regulations and/or the United
States Code and Code of Federal Regulations govern this contract and any provision in
violation of the foregoing shall be deemed null, void and of no effect. Where conflict
between Code of Federal Regulations and State Laws and Regulations exist, the more
stringent requirement shall apply.
This project is subject to the Safety and Health Regulations of the U.S. Department of
Labor set forth in Title 29 CFR, Part 1926 and to all subsequent amendments, and to the
Massachusetts Department of Labor and Industries, Division of Industrial Safety "Rules
and Regulations for the Prevention of Accidents in Construction Operations" (Chapter
454 CMR 10.00 et seq.). Contractors shall be familiar with the requirements of these
regulations.
32. Massachusetts Sales and Use Tax
Materials and supplies to be used in the work of this contract are exempt from the Sales
and Use Tax of the Commonwealth of Massachusetts to the extent provided by Chapter
64H, Section 6(f) of the General Laws. The Contractor shall obtain proper certificates,
maintain the necessary records and otherwise comply with the requirements of Chapter
14 of the Acts of 1966 and any amendments thereto. Each Bidder shall take this
exemption into account in calculating his Bid for the Work.
33. Method of Pavment to Contractor
The Town, so long as the Contractor continues to carry on the Work, shall make monthly
payments therefore as follows: Each month prior to the completion of the work done to
date of the estimate and thereupon the Town shall deduct such estimate five percent (5%)
thereof, and shall pay the balance of such estimate to the Contractor. Thirty (30) days
after the satisfactory completion of the Work as determined by the DPW Superintendent,
the Town shall pay the Contractor the final amount due and remaining to be paid under
this Contract, deducting from said amount and keeping for its own, any expense incurred
by the Town on account of defects, omissions or mistakes of the Contractor in his Work.
Provided, however, that no final payment shall be made until all liens and claims against
the Town and its officers, due to the work, are satisfied.
00100-13
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
34. Patented Devices,Materials and Processes
It is mutually understood and agreed that, without exception, contract prices are to
include all royalties and costs arising from patents, trademarks and copyrights in any way
involved in the work. It is the intent that whenever the Contractor is required or desires
to use any design, device, material or process covered by letters patent or copyright, the
rights for such use shall be provided for by suitable legal agreement with the patentee or
owners.
35. Utility Comi)anv Coordination
Written notice shall be given by the Contractor to all public service corporations or
officials owning or having charge of publicly or privately owned utilities of his intention
to commence operations affecting such utilities at least one (1) month in advance of the
commencement of such operations that may affect their utilities and the Contractor shall
at the same time file a copy of such notice with the DPW Superintendent.
36. Contractor Parking
The Project Area is highly commercial. Therefore, the Contractor and his employees and
subcontractors and their employees shall not park personal vehicles within the Project
Area.
37. Dig Safe
The Contractor shall notify "Mass. Dig Safe" and procure a DIG SAFE number of each
location in advance of starting any construction.
"DIG SAFE" Call Center: Telephone 1-888-344-7233.
00100-l 4
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
SECTION 00300
FORM OF GENERAL BID
Bid of (hereinafter called "Bidder")*
( ) a corporation, organized and existing under the laws of the state of
( ) a partnership
O a joint venture
( ) an individual
doing business as
To the Town of Watertown , Massachusetts (hereinafter called "Town").
Gentlemen:
A) The undersigned Bidder, in compliance with your invitation for bids for the project
known as 2020 Roadway Rehabilitation and Related Work - Contract No. 2020-025, having
examined the plans and specifications and related documents and the site of the proposed work,
and being familiar with all of the conditions surrounding the construction of the proposed project
including the availability of materials and labor, hereby proposes to furnish all labor, materials,
and supplies, and to construct the project in accordance with the contract documents and the
plans and specifications within the time set forth below, and at the prices stated below. These
prices are to cover all expenses incurred in performing the work required under the contract
documents, of which this bid is a part.
The Bidder hereby agrees to commence work on or before the date to be specified in written
"Notice to Proceed" of the Town, and to fully complete the project within the 2020 construction
season but a contract extension shall be at the discretion of the DPW Superintendent.
*Specify corporation, partnership or individual as applicable.
00300-1
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
B) Bidder acknowledges receipt of and this bid includes the following addenda:
No. Dated:
No. Dated:
No. Dated:
No. Dated:
00300-2
Town of Watertown DPW 2020-ROADWAY REHABILITATION AND RELATED WORK- Department of Public Works
PHASE I-BID TAB Contract No.2020-025
ITEM UNIT PRICE AMOUNT
NO. QTY ITEM WITH UNIT BID PRICE WRITTEN IN WORDS Dollars Cents Dollars Cents
INDIVIDUAL TREE PROTECTION
102.51 46 AT..............................................................................................................................................................................
PER EACH
----------------------------------- --------------------------------- ---------------------------------------------------
TREE REMOVED-DIAMETER UNDER 24 INCHES
103. 3 AT..............................................................................................................................................................................
PER EACH
TREE REMOVED-DIAMETER 24 INCHES AND OVER
104. 3 AT..............................................................................................................................................................................
PER EACH
STUMP REMOVED
105. 3 AT..............................................................................................................................................................................
PER EACH
----------------------------------- -------------------------------------------------------- ------------------------------
RODENT CONTROL
119. 1 AT..............................................................................................................................................................................
LUMP SUM
----------------------------------- -------------------------------------------------------- --------------------------------------
UNCLASSIFIED EXCAVATION
120.1 2,325 AT..............................................................................................................................................................................
PER CUBIC YARD
CLASS A ROCK EXCAVATION
121. 7 AT..............................................................................................................................................................................
PER CUBIC YARD
----------------------------------- ------------------------------------------------------- ----------------------------------
PAVEMENT MILLING
129. 2,280 AT..............................................................................................................................................................................
PER SQUARE YARD
----------------------------------- -------------------------------------------------------- --------------------------------------
TEST PIT FOR EXPLORATION
141.1 7 AT..............................................................................................................................................................................
PER CUBIC YARD
-------------- -------------------------------------------------------- -----------------------------------------
CLASS B TRENCH EXCAVATION
142. 7 AT..............................................................................................................................................................................
PER CUBIC YARD
CLASS B ROCK EXCAVATION
144. 7 AT
PER CUBIC YARD
00300-3
Town of Watertown DPW 2020-ROADWAY REHABILITATION AND RELATED WORK- Department of Public Works
PHASE I-BID TAB Contract No.2020-025
ITEM UNIT PRICE AMOUNT
NO. QTY ITEM WITH UNIT BID PRICE WRITTEN IN WORDS Dollars Cents Dollars Cents
GRAVEL BORROW
151. 2,225 AT
PER CUBIC YARD
CRUSHED STONE
156. 157 AT
PER TON
FINE GRADING AND COMPACTING-SUBGRADE AREA
170. 20,515 AT..............................................................................................................................................................................
PER SQUARE YARD
----------------------------------- --------------------------------- --------------------------------------------------------
CATCH BASIN
201. 6 AT..............................................................................................................................................................................
PER EACH
----------------------------------- ------------------------------------------------------- ----------------------------------
MANHOLE
202. 4 AT..............................................................................................................................................................................
PER EACH
-------------- -------------------------------------------------------- -----------------------------------------
WYE CONNECTION TO EXISTING DRAIN 10 TO 12 INCH EXISTING PIPE SIZE
202.10 1 AT..............................................................................................................................................................................
PER EACH
------- ------------------------------------------------------------------------ -------------------------------------------------
WYE CONNECTION TO EXISTING DRAIN 15 TO 18 INCH EXISTING PIPE SIZE
202.15 1 AT..............................................................................................................................................................................
PER EACH
---------------------------------------------------------------- --------------------------------------------------------
GUTTER INLET
204. 4 AT..............................................................................................................................................................................
PER EACH
--------------------------------------------------------- ---------------------------------------------------------------
DRAINAGE STRUCTURE ADJUSTED
220. 56 AT..............................................................................................................................................................................
PER EACH
----------------------------------------------------- -------------------------------------------------------------------
DRAINAGE STRUCTURE REBUILT
220.2 26 AT..............................................................................................................................................................................
PER FOOT
----------------------------------- ------------------------------------------------------- ---------------------------
00300-4
Town of Watertown DPW 2020-ROADWAY REHABILITATION AND RELATED WORK- Department of Public Works
PHASE I-BID TAB Contract No.2020-025
ITEM UNIT PRICE AMOUNT
NO. QTY ITEM WITH UNIT BID PRICE WRITTEN IN WORDS Dollars Cents Dollars Cents
DRAINAGE STRUCTURE REMODELED
220.5 26 AT..............................................................................................................................................................................
PER EACH
----------------------------------- --------------------------------- ---------------------------------------------------
SANITARY STRUCTURE REBUILT
220.6 7 AT..............................................................................................................................................................................
PER FOOT
SANITARY STRUCTURE ADJUSTED
220.7 9 AT..............................................................................................................................................................................
PER EACH
SANITARY STRUCTURE REMODELED
220.8 21 AT..............................................................................................................................................................................
PER EACH
----------------------------------- --------------------------------- -----------------------------------------------------
FRAME AND GRATE(OR COVER)MUNICIPAL STANDARD
222.3 75 AT..............................................................................................................................................................................
PER EACH
----------------------------------- --------------------------------- --------------------------------------------------------
FRAME AND GRATE(OR COVER)REMOVED AND DISCARDED
223.2 75 AT..............................................................................................................................................................................
PER EACH
12 INCH HOOD
224.12 6 AT..............................................................................................................................................................................
PER EACH
REMOVAL OF DRAINAGE STRUCTURE SEDIMENT
227.3 13 AT..............................................................................................................................................................................
PER CUBIC YARD
----------------------------------- -------------------------------------------------------- ------------------------------
REMOVAL OF DRAINAGE PIPE SEDIMENT
227.31 60 AT..............................................................................................................................................................................
PER FOOT
----------------------------------- ------------------------------------------------------- ----------------------------------
12 INCH POLYVINYL-CHLORIDE-SDR 35 DRAIN PIPE
234.12 150 AT..............................................................................................................................................................................
PER FOOT
----------------------------------- -------------------------------------------------------- --------------------------------------
10 INCH DUCTILE IRON PIPE
238.1 70 AT..............................................................................................................................................................................
PER FOOT
----------------------------------- ------------------------------------------------------- ---------------------------
00300-5
Town of Watertown DPW 2020-ROADWAY REHABILITATION AND RELATED WORK- Department of Public Works
PHASE I-BID TAB Contract No.2020-025
ITEM UNIT PRICE AMOUNT
NO. QTY ITEM WITH UNIT BID PRICE WRITTEN IN WORDS Dollars Cents Dollars Cents
12 INCH AND UNDER GATE BOX REMOVE AND RESET
354.12 14 AT..............................................................................................................................................................................
PER EACH
----------------------------------- --------------------------------- ---------------------------------------------------
GATE BOX
357. 12 AT..............................................................................................................................................................................
PER EACH
GATE BOX ADJUSTED
358. 4 AT..............................................................................................................................................................................
PER EACH
SERVICE BOX
381. 48 AT..............................................................................................................................................................................
PER EACH
----------------------------------- --------------------------------- ----------------------------------------------------
SERVICE BOX ADJUSTED
381.3 58 AT..............................................................................................................................................................................
PER EACH
----------------------------------- --------------------------------- --------------------------------------------------------
RECLAIMED PAVEMENT FOR BASE AND/OR SUB-BASE
403. 12,350 AT..............................................................................................................................................................................
PER SQUARE YARD
CALCIUM CHLORIDE FOR ROAD DUST CONTROL
440. 1,126 AT..............................................................................................................................................................................
PER POUND
WATER FOR ROADWAY DUST CONTROL
443. 15 AT..............................................................................................................................................................................
PER MEGA GALLON
ASPHALT EMULSION FOR TACK COAT
452. 842 AT..............................................................................................................................................................................
PER GALLON
HOT MIX ASPHALT
460. 3,327 AT..............................................................................................................................................................................
PER TON
HOT POURED RUBBERIZED ASPHALT SEALER
464.5 4,525 AT..............................................................................................................................................................................
PER FOOT
00300-6
Town of Watertown DPW 2020-ROADWAY REHABILITATION AND RELATED WORK- Department of Public Works
PHASE I-BID TAB Contract No.2020-025
ITEM UNIT PRICE AMOUNT
NO. QTY ITEM WITH UNIT BID PRICE WRITTEN IN WORDS Dollars Cents Dollars Cents
HOT MIX ASPHALT FOR MISCELLANEOUS WORK
472. 81 AT..............................................................................................................................................................................
PER TON
----------------------------------- ----------------------------------------------------------------------------------------- -------------------------------------------
SAW CUTTING ASPHALT PAVEMENT
482.3 2,610 AT..............................................................................................................................................................................
PER FOOT
----------------------------------- ----------------------------------------------------------------------------------------- -----------------------------------------------
SAW CUTTING PORTLAND CEMENT CONCRETE
482.4 410 AT..............................................................................................................................................................................
PER FOOT
----------------------------------- ------------------------------------------------------------------------------------------------------- ---------------------------------------------------
GRANITE CURB TYPE VA4-STRAIGHT
504. 5,960 AT..............................................................................................................................................................................
PER FOOT
----------------------------------- ------------------------------------------------------------------------------------------------ ----------------------------------------------------------
GRANITE CURB TYPE VA4-CURVED
504.1 602 AT..............................................................................................................................................................................
PER FOOT
----------------------------------- -------------------------------------------------------------------------------------------- --------------------------------------------------------------
GRANITE TRANSITION CURB FOR WHEELCHAIR RAMPS-STRAIGHT
509. 288 AT..............................................................................................................................................................................
PER FOOT
----------------------------------- ------------------------------------------------------------------------------------- ---------------------------------------------------------------------
GRANITE TRANSITION CURB FOR WHEELCHAIR RAMPS-CURVED
509.1 491 AT..............................................................................................................................................................................
PER FOOT
---------------- --------------------------------------------------------------------------------- -------------------------------------------------------------------------
GRANITE CURB CORNER TYPE A
516. 176 AT..............................................................................................................................................................................
PER EACH
--------- -------------------------------------------------------------------------- --------------------------------------------------------------------------------
SPECIAL CONCRETE CURB-CAST IN PLACE
520.11 124 AT..............................................................................................................................................................................
PER FOOT
- ------------------------------------------------------------------ ---------------------------------------------------------------------------------------
HOT MIX ASPHALT CURB TYPE 3
570.3 75 AT..............................................................................................................................................................................
PER FOOT
----------------------------------- ----------------------------------------------------------------------------------------- --------------------------------------------
00300-7
Town of Watertown DPW 2020-ROADWAY REHABILITATION AND RELATED WORK- Department of Public Works
PHASE I-BID TAB Contract No.2020-025
ITEM UNIT PRICE AMOUNT
NO. QTY ITEM WITH UNIT BID PRICE WRITTEN IN WORDS Dollars Cents Dollars Cents
CURB REMOVED AND RESET
580. 814 AT..............................................................................................................................................................................
PER FOOT
----------------------------------- ------------------------------------------------------- ----------------------------------
CURB CORNER REMOVED AND RESET
582. 8 AT..............................................................................................................................................................................
PER EACH
----------------------------------- -------------------------------------------------------- --------------------------------------
STEEL BACKED GUARD RAIL-TYPE A
619.11 90 AT..............................................................................................................................................................................
PER FOOT
-------------- -------------------------------------------------------- -----------------------------------------
STEEL BACKED GUARD RAIL-TERMINAL SECTION TYPE SBT-FAT
619.51 2 AT..............................................................................................................................................................................
PER EACH
----------- ------------------------------------------------------- ---------------------------------------------
FENCE REMOVED AND RESET
670. 40 AT..............................................................................................................................................................................
PER FOOT
------- ------------------------------------------------------------------------ -------------------------------------------------
SILT SACK
697.1 56 AT..............................................................................................................................................................................
PER EACH
--- -------------------------------------------------------------------- ----------------------------------------------------
CEMENT CONCRETE SIDEWALK
701. 3,371 AT..............................................................................................................................................................................
PER SQUARE YARD
CEMENT CONCRETE SIDEWALK AT DRIVEWAYS
701.1 1,357 AT..............................................................................................................................................................................
PER SQUARE YARD
CEMENT CONCRETE WHEELCHAIR RAMP
701.2 340 AT..............................................................................................................................................................................
PER SQUARE YARD
----------------------------------- --------------------------------- ---------------------------------------------------
DUCTILE IRON DETECTABLE WARNING PANEL-STRAIGHT
701.992 32 AT..............................................................................................................................................................................
PER EACH
----------------------------------- --------------------------------- --------------------------------------------------------
00300-8
Town of Watertown DPW 2020-ROADWAY REHABILITATION AND RELATED WORK- Department of Public Works
PHASE I-BID TAB Contract No.2020-025
ITEM UNIT PRICE AMOUNT
NO. QTY ITEM WITH UNIT BID PRICE WRITTEN IN WORDS Dollars Cents Dollars Cents
DUCTILE IRON DETECTABLE WARNING PANEL-RADIAL
701.993 73 AT..............................................................................................................................................................................
PER EACH
HOT MIX ASPHALT WALK SURFACE
702. 30 AT..............................................................................................................................................................................
PER TON
HOT MIX ASPHALT DRIVEWAY
703. 119 AT..............................................................................................................................................................................
PER TON
----------------------------------- --------------------------------- --------------------------------------------------------
BRICK WALK REMOVED AND RELAID
706.1 28 AT..............................................................................................................................................................................
PER SQUARE YARD
----------------------------------- -------------------------------------------------------- ------------------------------
MOBILIZATION
748. 1 AT..............................................................................................................................................................................
PER LUMP SUM
----------------------------------- -------------------------------------------------------- --------------------------------------
LOAM BORROW
751. 314 AT..............................................................................................................................................................................
PER CUBIC YARD
-------------- -------------------------------------------------------- -----------------------------------------
NDPES STORMWATER POLLUTIONS PREVENTION PLAN
756. 1 AT..............................................................................................................................................................................
PER LUMP SUM
------- ------------------------------------------------------------------------ -------------------------------------------------
STORMWATER TREE TRENCH-LOCATION 1
757.01 1 AT..............................................................................................................................................................................
PER LUMP SUM
----------------------------------------------------------------- --------------------------------------------------------
STORMWATER TREE TRENCH-LOCATION 2
757.02 1 AT..............................................................................................................................................................................
PER LUMP SUM
--------------------------------------------------------- ---------------------------------------------------------------
SEEDING
765. 2,360 AT..............................................................................................................................................................................
PER SQUARE YARD
-------------------------------------------------- -----------------------------------------------------------------------
00300-9
Town of Watertown DPW 2020-ROADWAY REHABILITATION AND RELATED WORK- Department of Public Works
PHASE I-BID TAB Contract No.2020-025
ITEM UNIT PRICE AMOUNT
NO. QTY ITEM WITH UNIT BID PRICE WRITTEN IN WORDS Dollars Cents Dollars Cents
AGED PINE BARK MULCH
767.6 23 AT..............................................................................................................................................................................
PER CUBIC YARD
----------------------------------- -------------------------------------------------------- ---------------------------
GINKGO BILOBA(MALE SELECTION)8-10 FEET
775.030 3 AT..............................................................................................................................................................................
PER EACH
HOPHORNBEAN-AMERICAN 8-10 FEET
775.034 2 AT..............................................................................................................................................................................
PER EACH
MAPLE-RED-'ARMSTRONG'2-2.5 INCH CALIPER
776.523 4 AT..............................................................................................................................................................................
PER EACH
MAPLE-RED-'OCTOBER GLORY'2-2.5 INCH CALIPER
776.543 2 AT..............................................................................................................................................................................
PER EACH
MAPLE-RED-'RED SUNSET'2-2.5 INCH CALIPER
776.557 3 AT..............................................................................................................................................................................
PER EACH
----------------------------------- --------------------------------- ---------------------------------------------------
OAK-SWAMP WHITE 1.5-2 INCH CALIPER
777.261 4 AT..............................................................................................................................................................................
PER EACH
PLANETREE-LONDON 3-3.5 INCH CALIPER
777.546 2 AT..............................................................................................................................................................................
PER EACH
PRUNUS SERRULATA'SNOWGOOSE'(CHERRY)1.5-2 INCH CALIPER
778.213 2 AT..............................................................................................................................................................................
PER EACH
----------------------------------- --------------------------------- ---------------------------------------------------
CHERRY-SERGEANT 2.5-3 INCH CALIPER
778.377 5 AT..............................................................................................................................................................................
PER EACH
----------------------------------- --------------------------------- --------------------------------------------------------
00300-10
Town of Watertown DPW 2020-ROADWAY REHABILITATION AND RELATED WORK- Department of Public Works
PHASE I-BID TAB Contract No.2020-025
ITEM UNIT PRICE AMOUNT
NO. QTY ITEM WITH UNIT BID PRICE WRITTEN IN WORDS Dollars Cents Dollars Cents
LILAC TREE-JAPANESE 2-2.5 INCH CALIPER
781.579 4 AT..............................................................................................................................................................................
PER EACH
----------------------------------- -------------------------------------------------------- ------------------------------
PEAR CALLERY'ARISTOCRAT'2-2.5 INCH CALIPER
782.403 2 AT..............................................................................................................................................................................
PER EACH
----------------------------------- --------------------------------- ---------------------------------------------------
PEAR CALLERY'BRADFORD'2.5-3 INCH CALIPER
782.413 4 AT..............................................................................................................................................................................
PER EACH
----------------------------------- --------------------------------- --------------------------------------------------------
TUPELO 2-2.5 INCH CALIPER
783.467 1 AT..............................................................................................................................................................................
PER EACH
----------------------------------- -------------------------------------------------------- ------------------------------
ZELCOVA'VILLAGE GREEN'2.5-3 INCH CALIPER
783.647 2 AT..............................................................................................................................................................................
PER EACH
WARNING-REGULATORY AND ROUTE MARKER-ALUM.PANEL(TYPE A)
832. 125 AT..............................................................................................................................................................................
PER SQUARE FOOT
SIGN SUP(N/GUIDE)+RTE MKR W/1 BRKWAY POST ASSEMBLY-STEEL
847.1 34 AT..............................................................................................................................................................................
PER EACH
SAFETY SIGNING FOR TRAFFIC MANAGEMENT
852. 247 AT..............................................................................................................................................................................
PER SQUARE FOOT
PORTABLE BREAKAWAY BARRICADE TYPE III
853.1 25 AT..............................................................................................................................................................................
PER EACH
TEMPORARY PAVEMENT MARKINGS-6 IN.(PAINTED)
854.016 2,000 AT..............................................................................................................................................................................
PER FOOT
----------------------------------- --------------------------------- --------------------------------------------------------
00300-11
Town of Watertown DPW 2020-ROADWAY REHABILITATION AND RELATED WORK- Department of Public Works
PHASE I-BID TAB Contract No.2020-025
ITEM UNIT PRICE AMOUNT
NO. QTY ITEM WITH UNIT BID PRICE WRITTEN IN WORDS Dollars Cents Dollars Cents
REFLECTORIZED DRUM
859. 8,490 AT..............................................................................................................................................................................
PER DRUM DAY
----------------------------------- --------------------------------- ---------------------------------------------------
PAVEMENT ARROWS AND LEGENDS REFL.WHITE(THERMOPLASTIC)
864.04 330 AT..............................................................................................................................................................................
PER SQUARE FOOT
----------------------------------- -------------------------------------------------------- ------------------------------
RAISED PAVEMENT MARKER TWO-WAY BLUE/BLUE
864.26 10 AT..............................................................................................................................................................................
PER EACH
----------------------------------- ------------------------------------------------------- ----------------------------------
6 INCH REFLECTORIZED WHITE LINE(THERMOPLASTIC)
866.106 640 AT..............................................................................................................................................................................
PER FOOT
----------------------------------- -------------------------------------------------------- --------------------------------------
12 INCH REFLECTORIZED WHITE LINE(THERMOPLASTIC)
866.112 1,660 AT..............................................................................................................................................................................
PER FOOT
-------------- -------------------------------------------------------- -----------------------------------------
6 INCH REFLECTORIZED YELLOW LINE(THERMOPLASTIC)
867.106 2,040 AT..............................................................................................................................................................................
PER FOOT
---------- ------------------------------------------------------- ---------------------------------------------
STREET NAME SIGN
874. 25 AT..............................................................................................................................................................................
PER EACH
---------- ------------------------------------------------------- ---------------------------------------------
4000 P.S.I.,1.5 IN.,565 CEMENT CONCRETE
901. 6 AT
PER CUBIC YARD
------- ------------------------------------------------------------------------ -------------------------------------------------
POLICE DETAIL
999. 2,121 AT Fifty Two dollars and no cents $52.00 $110,292.00
PER HOUR
TOTAL
00300-12
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
The Bidder agrees to perform the bid work described in the specifications and shown on
the plans for the following contract price: $
The above unit prices shall include all labor, materials, bailing, shoring, removal,
overhead, profit, insurance, etc., to cover the finished work of the several kinds called for.
The Bidder understands that all bids for this project are subject to the applicable bidding
laws of the Commonwealth of Massachusetts, including General Laws Chapter 30, Section 39M,
as amended.
The Bidder understands that the Town reserves the right to reject any or all bids and to
waive any informalities in the bidding.
The Bidder agrees that this bid shall be good and may not be withdrawn for a period of
30 days, Saturdays, Sundays and legal holidays excluded, after the opening of bids.
Within 10 days of receipt of the written notice of acceptance of this bid, the Bidder will
execute the formal Agreement set forth in Section 00500 CONTRACT.
Bid security is attached in the sum of five percent (5%) of the total bid in accordance
with the conditions of Section 00100 INSTRUCTIONS TO BIDDERS. The bid security may
become the property of the Town in the event the contract and bond are not executed within the
time set forth above.
The selected Contractor shall furnish a performance bond and a payment bond in an
amount at least equal to one hundred percent (100%) of the contract price in accordance with
Section 00610 PERFORMANCE BOND, Section 00620 PAYMENT BOND, and as stipulated
in Section 00700 GENERAL CONDITIONS and Section 00800 SUPPLEMENTAL
CONDITIONS of the specifications.
The undersigned offers the following information as evidence of his qualifications to
perform the work as bid upon according to all the requirements of the plans and specifications.
1. Have been in business under present name for years.
2. The names and addresses of all persons interested in the bid(if made by a
partnership or corporation) as principals, are as follows:
(attach supplementary list if necessary)
00300-13
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
3. The bidder is requested to state below what work of a similar character to that included in the
proposed contract he has done, and give references that will enable the Town to judge his
experience, skill and business standing (add supplementary page if necessary).
Completion Project Contract Design Reference Telephone
Date Name Amount Engineer Name No.
a.
b
C.
d.
e.
f.
00300-14
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
Bank reference
(Name)
(Bank)
(Address)
(Telephone No.)
Pursuant to M.G.L. CH. 62C, Sec. 49A, I certify hereby in writing, under penalties of
perjury, that the within named Bidder/Contractor has complied with all laws of the
commonwealth relating to taxes, reporting of employees and contractors, and withholding and
remitting of child support.
The undersigned Bidder hereby certifies under penalties of perjury, as follows: (1) that
he/she is able to furnish labor that can work in harmony with all other elements of labor
employed or to be employed in the work; (2) that all employees to be employed at the worksite
will have successfully completed a course in construction safety and health approved by the
United States Occupational Safety and Health Administration that is at least 10 hours in duration
at the time the employee begins work and who shall furnish documentation of successful
completion of said course with the first certified payroll report for each employee; and(3) that all
employees to be employed in the work subject to this bid have successfully completed a course
in construction safety and health approved by the United States Occupational Safety and Health
Administration that is at least 10 hours in duration.
The undersigned certifies under penalties of perjury that this bid is in all respects bona
fide, fair and made without collusion or fraud with any other person. As used in this paragraph
the word "person" shall mean any natural person,joint venture, partnership, corporation or other
business or legal entity.
The undersigned bidder hereby certifies, under pains and penalties of perjury, that the
foregoing bid is based upon the payment to laborers to be employed on the project of wages in an
amount no less that the applicable prevailing wage rates established for the project by the
Massachusetts Department of Labor and Workforce Development. The undersigned bidder
agrees to indemnify the awarding authority for, from and against any loss, expense, damages,
actions or claims, including any expense incurred in connection with any delay or stoppage of
the project work arising out of or as a result of(1) the failure of the said bid to be based upon the
payment of the said applicable prevailing wage rates or(2) the failure of the bidder, if selected as
the contractor, to pay laborers employed on the project the said applicable prevailing wage rates.
00300-15
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
Respectfully submitted:
Date: By:
(Signature)
(Type Name of Bidder)
(Title)
(Business Address)
(City and State)
(Telephone Number)
00300-16
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
SECTION 00410
BID BOND
KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned
as Principal, and
as Surety, are hereby held and firmly bound unto the Department of Public Works, Town of
Watertown, Massachusetts as OWNER in the penal sum of
for the payment of which, well and truly to be made, we hereby jointly and severally bind
ourselves, successors and assigns.
Signed, this day of , 20_.
The Condition of the above obligation is such that whereas the Principal has submitted to the
Department of Public Works, Watertown, MA, a certain BID, attached hereto and hereby made a
part hereof to enter into a contract in writing, for
2020 Roadwav Rehabilitation and Related Work Phase I - Contract No. 2020-025,
Watertown, Massachusetts.
NOW, THEREFORE,
(a) If said BID shall be rejected, or
(b) If said BID shall be accepted and the Principal shall execute and deliver a contract in the
Form of Contract attached hereto (properly completed in accordance with said BID) and
shall furnish a BOND for his faithful performance of said contract, and for the payment
of all persons performing labor or furnishing materials in connection therewith, and
shall in all other respects perform the agreement created by the acceptance of said BID,
then this obligation shall be void, otherwise the same shall remain in force and effect; it
being expressly understood and agreed that the liability of the Surety for any and all
claims hereunder shall, in no event, exceed the penal amount of this obligation as herein
stated.
The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety
and its BOND shall be in no way impaired or affected by any extension of the time within which
the OWNER may accept such BID; and said Surety does hereby waive notice of any such
extension.
IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals,
and such of them as are corporations have caused their corporate seals to be hereto affixed and
these presents to be signed by their proper officers, the day and year set forth above.
00410-1
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
(L.S.)
Principal
Surety
By:
IMPORTANT - Surety companies executing BONDS must appear on the Treasury Department's
most current list (Circular 570 as amended) and be authorized to transact business in the state
where the project is located.
END OF SECTION
00410-2
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
SECTION 00420
NOTICE OF AWARD
To:
PROJECT Description: 2020 Roadway Rehabilitation and Related Work—Phase I
Contract No. 2020-025
DEPARTMENT OF PUBLIC WORKS
WATERTOWN,MA
The OWNER has considered the Bid submitted by you for the above described Work in
response to its Advertisement for Bids dated , and Information for Bidders.
You are hereby notified that your Bid has been accepted at the Base Bid Price of
You are required by the Information for Bidders to execute the Agreement and furnish the
required CONTRACTOR'S Performance Bond, Payment Bond and certificates of insurance
within five (5) days, excluding Saturdays, Sundays and legal holidays from the date of this
Notice to you.
If you fail to execute said Agreement and to furnish said Bonds within the five (5) days from
the date of this Notice, said OWNER will be entitled to consider all your rights arising out of the
OWNER's acceptance of your Bid as abandoned and as a forfeiture of your Bid Security. The
OWNER will be entitled to such other rights as may be granted by law.
You are required to return an acknowledged copy of this Notice of Award to the OWNER.
Dated this day of , 20_.
Department of Public Works
Watertown, Massachusetts (OWNER)
00420-1
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
ACCEPTANCE OF NOTICE
Receipt of the above Notice of Award is hereby acknowledged
by.
this the day of 20 .
By
Title
END OF SECTION
00420-2
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
SECTION 00500
AGREEMENT
THIS AGREEMENT, made this day of ,
20_, by and between the party of the first part, the Town of Watertown, hereinafter called
"TOWN" or :"OWNER" acting herein through its Town Manager, and the party of the second
part, doing business as *(an individual) (a
partnership) (a joint venture) (a corporation) located in the *(City) (Town) of ,
County of , and State of hereinafter called
"CONTRACTOR."
WITNESSETH: That for and in consideration of the payments and agreements
hereinafter mentioned, to be made and performed by the TOWN, the CONTRACTOR hereby
agrees with the TOWN to commence and complete the project described as follows: 2020
Roadway Rehabilitation and Related Work — Phase I - Contract No. 2020-025, hereinafter
called the Project, for the sum of
Dollars ($ ) and all extra work in connection therewith,
under the terms as stated in the Contract Documents; and at his (it's or their) own proper cost and
expense to furnish all the materials, supplies, machinery equipment, tools, superintendence,
labor, insurance, and other accessories and services necessary to complete the said project in
accordance with the conditions and prices stated in Section 00300 FORM OF GENERAL BID,
Section 00700 GENERAL CONDITIONS, and Section 00800 SUPPLEMENTAL GENERAL
CONDITIONS, the plans, which include all maps, plates, blue prints, and the specifications and
Contract Documents as prepared by the Town.
The CONTRACTOR hereby agrees to commence work under this Contract on or before
a date to be specified in written "Notice to Proceed" of the TOWN.
The CONTRACTOR further agrees to complete the project within the 2020 construction
season with a contract extension shall be at the discretion of the DPW Superintendent.
The CONTRACTOR agrees not to discriminate against or exclude any person from
participation herein on grounds of race, religion, color, sex, age or national origin; and that it
shall take affirmative actions to ensure that applicants are employed, and that employees are
treated during their employment, without regard to race, religion, color, sex, age, handicapped
status, or national origin.
The CONTRACTOR agrees not to participate in or cooperate with an international
boycott, as defined in Section 999 (b)(3) and (4) of the Internal Revenue Code of 1986, as
amended, or engage in conduct declared to be unlawful by Section 2 of Chapter 151E of the
Massachusetts General Laws.
The TOWN agrees to pay the CONTRACTOR in current funds for the performance of
the contract, subject to additions and deductions, as provided in Section 00700 GENERAL
CONDITIONS, and to make payments on account thereof as provided in the Estimates and
Payments Paragraph of Article 9 of Section 00700 GENERAL CONDITIONS.
00500-1
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
IN WITNESS WHEREOF, the parties to these presents have executed this contract in
two (2) counterparts, each of which shall be deemed an original, in the year and day first above
mentioned.
AGREED: TOWN OF WATERTOWN,MASSACHUSETTS
(Town)
By
Michael J. Driscoll
(Name)
Town Manaizer
(Title)
CONTRACTOR:
By
(Name)
(Title)
(Address)
(City and State)
Approved as to Form:
By
Town Attorney
In accordance with M.G.L. C.44, Section 31C, this is to certify that an appropriation in the
amount of this contract is available therefore and that the has been
authorized to execute the contract and approve all requisitions and change orders.
By
Auditor
00500-2
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
CERTIFICATE OF VOTE
(to be filed if Contractor is a Corporation)
hereby certify that I am the duly qualified
(Secretary of the Corporation)
and acting Secretary of and I further certify that a meeting of the
(Name of Corporation)
Directors of said Company, duly called and held on , at which
(Date of Meeting)
all Directors were present and voting, the following vote was unanimously passed:
VOTED: To authorize and empower
Anyone acting singly, to execute Forms of General Bid, Contracts or Bonds on behalf of
the Corporation.
I further certify that the above vote is still in effect and has not been changed or modified
in any respect.
By:
(Secretary of Corporation)
A True Copy:
Attest:
(Notary Public)
My Commission Expires:
(Date)
00500-3
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
EEO/AA CERTIFICATE
The Bidder hereby certifies he/she shall comply with the minority manpower ratio and specific
action steps contained in the Commonwealth of Massachusetts Equal Employment
Opportunity/Affirmative Action Program (EEO/AA/WBE/MBE). The Contractor receiving the
award of the Contract shall be required to obtain from each of its sub-contractors and submit to
the contracting or administering agency prior to the performance of any work under said
Contract a certification by said sub-contractor, regardless of tier, that it will comply with the
minority manpower ration and specific affirmative steps contained in the EEO/AA Program.
DATE:
SIGNATURE:
00500-4
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
CERTIFICATE OF COMPLIANCE WITH STATE TAX LAWS AND
WITH UNEMPLOYMENT COMPENSATION CONTRIBUTION REOUIREMENTS
Pursuant to M.G.L., Ch. 62C, §49A and M.G.L. Ch. 151A, §19A, I,
authorized signatory for
whose principal place of business is at
do hereby certify under penalties of perjury that has filed all state tax returns and paid all taxes as
required by law and has complied with all state laws pertaining to contributions to the
unemployment compensation fund and to payments in lieu of contributions.
The Business Organization Social Security Number or Federal Identification Number is:
Signed under the penalties of perjury the day of 20
Signature:
Name and Title:
00500-5
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
If a corporation, complete below or attach to each signed copy of a contract a notarized copy of vote of
corporation authorizing the signatory to sign this contract. If attesting clerk is same as individual
executing contract,have signature notarized below.
At a duly authorized meeting of the Board of Directors of the
held on
(Name of Corporation) (Date)
at which all the Directors were present or waived notice, it was VOTED that,
(Name) (Officer)
of this company be and hereby is authorized to execute contract and bonds in the name and behalf of said
company, and affix its corporate seal thereto, and such execution of any contract or obligation in this
company's name on its behalf by such
(Officer)
of the company, shall be valid and binding upon this company.
I hereby certify that I am the Clerk of the
that is the duly elected
of said company,and that the above vote has
not been amended or rescinded and remains in full force and effect as of the date of this contract.
a true copy,
ATTEST
Clerk
Place of Business
Corporate
Seal
SWORN TO AND SUBSCRIBED BEFORE ME THIS
DAY OF 20
NOTARY PUBLIC
00500-6
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
STATEMENT OF WAGE COMPLIANCE
DATE:
I,
(Name of Signatory Party) (Title)
do hereby state:
That I pay or supervise the payment of the persons employed by
on the
(Contractor, sub-contractor
of public body) Building Project, and that all mechanics and apprentices, teamsters, chauffeurs
and laborers employed on said project have been paid in accordance with wages determined
under the provisions of Section Twenty-seven (27) and Twenty-seven A (27A) of Chapter One
Hundred and Forty Nine (149) of the General Laws.
Signature:
Title:
(Signed under penalties of perjury as provided for under Section 27B of Chapter 149, General
Laws.)
00500-7
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
THIS PAGE IS LEFT INTENTIONALLY BLANK
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
�r
CERTIFICATIONS REQUIRED BY LAW
FOR PUBLIC CONSTRUCTION CONTRACTS
You must COMPLETE and SIGN the following certifications. You must also print,at the bottom of this page,the
name of the contractor for whom these certifications are submitted.
TAX COMPLIANCE
Pursuant to Chapter 62C of the Massachusetts General Laws,Section 49A(b),I,the undersigned,authorized
signatory for the below named contractor,do hereby certify under the pains and penalties of perjury that said
contractor has complied with all laws of the Commonwealth of Massachusetts relating to taxes,reporting of
employees and contractors,and withholding and remitting child support.
NON-COLLUSION
The undersigned certifies under the penalties of perjury that this bid is in all respects bona fide,fair and made
without collusion or fraud with any other person.As used in this subsection the word"person"shall mean any
natural person,joint venture,partnership,corporation or other business or legal entity.
PUBLIC CONTRACTOR DEBARMENT
The undersigned certifies under penalty of perjury that the below named contractor is not presently debarred from
doing public construction work in the commonwealth under the provisions of section twenty-nine F of chapter
twenty-nine,or any other applicable debarment provisions of any other chapter of the General Laws or any rule or
regulation promulgated thereunder.
COMPLETE AND SIGN BELOW:
Authorized Person's Signature Date
Print Name&Title of Signatory
Name of Contractor
00500-8
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
THIS PAGE IS LEFT INTENTIONALLY BLANK
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
FORM W9
REQUEST FOR TAXPAYER IDENDIFICATION NUMBER AND CERTIFICATION
00500-9
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
THIS PAGE IS LEFT INTENTIONALLY BLANK
Form Request for Taxpayer Give Form to the
(Rev.October2018) Identification Number and Certification requester. Do not
Department of the Treasury send to the IRS.
Internal Revenue Service ►Go to wwwJrs.gov/FormW9 for instructions and the latest information.
1 Name(as shown on your income tax return).Name is required on this line;do not leave this line blank.
2 Business name/disregarded entity name,if different from above
a�
3 Check appropriate box for federal tax classification of the person whose name is entered on line 1.Check only one of the 4 Exemptions(codes apply only to
following seven boxes. certain entities,not individuals;see
Ca
a instructions on page 3):
o ElIndividual/sole proprietor or ElC Corporation ElS Corporation ElPartnership ❑ Trust/estate
ai c single-member LLC Exempt payee code(if any)
ao
❑ Limited liability company.Enter the tax classification(C=C corporation,S=S corporation,P=Partnership)►
o «�L Note:Check the appropriate box in the line above for the tax classification of the single-member owner. Do not check Exemption from FATCA reporting
.9 H LLC if the LLC is classified as a single-member LLC that is disregarded from the owner unless the owner of the LLC is code(if any)
another LLC that is not disregarded from the owner for U.S.federal tax purposes.Otherwise,a single-member LLC that
a ° is disregarded from the owner should check the appropriate box for the tax classification of its owner.
w
d
❑ Other(see instructions)► (Applies to accounts maintained outside the U.S.)
fn 5 Address(number,street,and apt.or suite no.)See instructions. Requester's name and address(optional)
m
ro
6 City,state,and ZIP code
7 List account number(s)here(optional)
JUM Taxpayer Identification Number(TIN)
Enter your TIN in the appropriate box.The TIN provided must match the name given on line 1 to avoid I Social security number
backup withholding. For individuals,this is generally your social security number(SSN).However,for a _m
resident alien,sole proprietor,or disregarded entity,see the instructions for Part I,later.For other
entities,it is your employer identification number(EIN).If you do not have a number,see How to get a
TIN, later. or
Note:If the account is in more than one name,see the instructions for line 1.Also see What Name and I Employer identification number
Number To Give the Requester for guidelines on whose number to enter.
JIM Certification
Under penalties of perjury,I certify that:
1.The number shown on this form is my correct taxpayer identification number(or I am waiting for a number to be issued to me);and
2.1 am not subject to backup withholding because:(a)I am exempt from backup withholding,or(b)I have not been notified by the Internal Revenue
Service(IRS)that I am subject to backup withholding as a result of a failure to report all interest or dividends,or(c)the IRS has notified me that I am
no longer subject to backup withholding;and
3.1 am a U.S.citizen or other U.S.person(defined below);and
4.The FATCA code(s)entered on this form(if any)indicating that I am exempt from FATCA reporting is correct.
Certification instructions.You must cross out item 2 above if you have been notified by the IRS that you are currently subject to backup withholding because
you have failed to report all interest and dividends on your tax return.For real estate transactions,item 2 does not apply.For mortgage interest paid,
acquisition or abandonment of secured property,cancellation of debt,contributions to an individual retirement arrangement(IRA),and generally,payments
other than interest and dividends,you are not required to sign the certification,but you must provide your correct TIN.See the instructions for Part II,later.
Sign Signature of
Here U.S.person► Date No-
General Instructions •Form 1099-DIV(dividends,including those from stocks or mutual
funds)
Section references are to the Internal Revenue Code unless otherwise .Form 1099-MISC(various types of income,prizes,awards,or gross
noted. proceeds)
Future developments.For the latest information about developments .Form 1099-B(stock or mutual fund sales and certain other
related to Form W-9 and its instructions,such as legislation enacted transactions by brokers)
after they were published,go to www.irs.gov/FormW9. •Form 1099-S(proceeds from real estate transactions)
Purpose of Form •Form 1099-K(merchant card and third party network transactions)
An individual or entity(Form W-9 requester)who is required to file an •Form 1098(home mortgage interest), 1098-E(student loan interest),
information return with the IRS must obtain your correct taxpayer 1098-T(tuition)
identification number(TIN)which may be your social security number •Form 1099-C(canceled debt)
(SSN),individual taxpayer identification number(ITIN),adoption .Form 1099-A(acquisition or abandonment of secured property)
taxpayer identification number(ATIN),or employer identification number
(EIN),to report on an information return the amount paid to you,or other Use Form W-9 only if you are a U.S.person(including a resident
amount reportable on an information return.Examples of information alien),to provide your correct TIN.
returns include,but are not limited to,the following. If you do not return Form W-9 to the requester with a TIN,you might
•Form 1099-INT(interest earned or paid) be subject to backup withholding.See What is backup withholding,
later.
Cat.No.10231X Form W-9(Rev.10-2018)
Form W-9(Rev.10-2018) Page 2
By signing the filled-out form,you: Example.Article 20 of the U.S.-China income tax treaty allows an
1.Certify that the TIN you are giving is correct(or you are waiting for a exemption from tax for scholarship income received by a Chinese
number to be issued), student temporarily present in the United States.Under U.S.law,this
student will become a resident alien for tax purposes if his or her stay in
2.Certify that you are not subject to backup withholding,or the United States exceeds 5 calendar years.However,paragraph 2 of
3.Claim exemption from backup withholding if you are a U.S.exempt the first Protocol to the U.S.-China treaty(dated April 30,1984)allows
payee. If applicable,you are also certifying that as a U.S.person,your the provisions of Article 20 to continue to apply even after the Chinese
allocable share of any partnership income from a U.S.trade or business student becomes a resident alien of the United States.A Chinese
is not subject to the withholding tax on foreign partners'share of student who qualifies for this exception(under paragraph 2 of the first
effectively connected income,and protocol)and is relying on this exception to claim an exemption from tax
4.Certify that FATCA code(s)entered on this form(if any)indicating on his or her scholarship or fellowship income would attach to Form
that you are exempt from the FATCA reporting,is correct.See What is W-9 a statement that includes the information described above to
FATCA reporting, later,for further information. support that exemption.
Note:If you are a U.S.person and a requester gives you a form other If you are a nonresident alien or a foreign entity,give the requester the
than Form W-9 to request your TIN,you must use the requester's form if appropriate completed Form W-8 or Form 8233.
it is substantially similar to this Form W-9. Backup Withholding
Definition of a U.S.person.For federal tax purposes,you are
considered a U.S.person if you are: What is backup withholding?Persons making certain payments to you
•An individual who is a U.S.citizen or U.S.resident alien; must under certain conditions withhold and pay to the IRS 24%of such
payments.This is called"backup withholding." Payments that may be
•A partnership,corporation,company,or association created or subject to backup withholding include interest,tax-exempt interest,
organized in the United States or under the laws of the United States; dividends,broker and barter exchange transactions,rents,royalties,
•An estate(other than a foreign estate);or nonemployee pay,payments made in settlement of payment card and
•A domestic trust(as defined in Regulations section 301.7701-7). third party network transactions,and certain payments from fishing boat
operators. Real estate transactions are not subject to backup
Special rules for partnerships.Partnerships that conduct a trade or withholding.
business in the United States are generally required to pay a withholding You will not be subject to backup withholding on payments you
tax under section 1446 on any foreign partners'share of effectively receive if you give the requester your correct TIN,make the proper
connected taxable income from such business.Further,in certain cases certifications,and report all your taxable interest and dividends on your
where a Form W-9 has not been received,the rules under section 1446 tax return.
require a partnership to presume that a partner is a foreign person,and
pay the section 1446 withholding tax.Therefore,if you are a U.S.person Payments you receive will be subject to backup withholding if:
that is a partner in a partnership conducting a trade or business in the 1.You do not furnish your TIN to the requester,
United States,provide Form W-9 to the partnership to establish your 2.You do not certify your TIN when required(see the instructions for
U.S.status and avoid section 1446 withholding on your share of Part II for details),
partnership income.
In the cases below,the following person must give Form W-9 to the 3.The IRS tells the requester that you furnished an incorrect TIN,
partnership for purposes of establishing its U.S.status and avoiding 4.The IRS tells you that you are subject to backup withholding
withholding on its allocable share of net income from the partnership because you did not report all your interest and dividends on your tax
conducting a trade or business in the United States. return(for reportable interest and dividends only),or
•In the case of a disregarded entity with a U.S.owner,the U.S.owner 5.You do not certify to the requester that you are not subject to
of the disregarded entity and not the entity; backup withholding under 4 above(for reportable interest and dividend
•In the case of a grantor trust with a U.S.grantor or other U.S.owner, accounts opened after 1983 only).
generally,the U.S.grantor or other U.S.owner of the grantor trust and Certain payees and payments are exempt from backup withholding.
not the trust;and See Exempt payee code, later,and the separate Instructions for the
•In the case of a U.S.trust(other than a grantor trust),the U.S.trust
Requester of Form W-9 for more information.
(other than a grantor trust)and not the beneficiaries of the trust. Also see Special rules for partnerships,earlier.
Foreign person.If you are a foreign person or the U.S.branch of a What is FATCA Reporting?
foreign bank that has elected to be treated as a U.S.person,do not use
Form W-9.Instead,use the appropriate Form W-8 or Form 8233(see The Foreign Account Tax Compliance Act(FATCA)requires a
Pub.515,Withholding of Tax on Nonresident Aliens and Foreign participating foreign financial institution to report all United States
Entities). account holders that are specified United States persons.Certain
Nonresident alien who becomes a resident alien.Generally,only a payees are exempt from FATCA reporting.See Exemption from FATCA
nonresident alien individual may use the terms of a tax treaty to reduce reporting code, later,and the Instructions for the Requester of Form
or eliminate U.S.tax on certain types of income.However,most tax W-9 for more information.
treaties contain a provision known as a"saving clause."Exceptions Updating Your Information
specified in the saving clause may permit an exemption from tax to
continue for certain types of income even after the payee has otherwise You must provide updated information to any person to whom you
become a U.S.resident alien for tax purposes. claimed to be an exempt payee if you are no longer an exempt payee
If you are a U.S.resident alien who is relying on an exception and anticipate receiving reportable payments in the future from this
contained in the saving clause of a tax treaty to claim an exemption person. For example,you may need to provide updated information if
from U.S.tax on certain types of income,you must attach a statement you are a C corporation that elects to be an S corporation,or if you no
to Form W-9 that specifies the following five items. longer are tax exempt.In addition,you must furnish a new Form W-9 if
1.The treaty country.Generally,this must be the same treaty under the name or TIN changes for the account;for example,if the grantor of a
which you claimed exemption from tax as a nonresident alien. grantor trust dies.
2.The treaty article addressing the income. Penalties
3.The article number(or location)in the tax treaty that contains the
saving clause and its exceptions. Failure to furnish TIN.If you fail to furnish your correct TIN to a
4.The type and amount of income that qualifies for the exemption requester,you are subject to a penalty of$50 for each such failure
from tax. unless your failure is due to reasonable cause and not to willful neglect.
5.Sufficient facts to justify the exemption from tax under the terms of Civil penalty for false information with respect to withholding.If you
the treaty article. make a false statement with no reasonable basis that results in no
backup withholding,you are subject to a$500 penalty.
Form W-9(Rev.10-2018) Page 3
Criminal penalty for falsifying information.Willfully falsifying IF the entity/person on line 1 is THEN check the box for...
certifications or affirmations may subject you to criminal penalties a(n)...
including fines and/or imprisonment.
Misuse of TINS.If the requester discloses or uses TINS in violation of • Corporation Corporation
federal law,the requester may be subject to civil and criminal penalties. • Individual Individual/sole proprietor or single-
* Sole proprietorship,or member LLC
Specific Instructions • Single-member limited liability
company(LLC)owned by an
Line 1 individual and disregarded for U.S.
You must enter one of the following on this line;do not leave this line federal tax purposes.
blank.The name should match the name on your tax return. . LLC treated as a partnership for Limited liability company and enter
If this Form W-9 is for a joint account(other than an account U.S.federal tax purposes, the appropriate tax classification.
maintained by a foreign financial institution(FFI)),list first,and then • LLC that has filed Form 8832 or (P=Partnership;C=C corporation;
circle,the name of the person or entity whose number you entered in 2553 to be taxed as a corporation, or S=S corporation)
Part I of Form W-9. If you are providing Form W-9 to an FFI to document or
a joint account,each holder of the account that is a U.S.person must . LLC that is disregarded as an
provide a Form W-9. entity separate from its owner but
a. Individual.Generally,enter the name shown on your tax return.If the owner is another LLC that is
you have changed your last name without informing the Social Security not disregarded for U.S.federal tax
Administration(SSA)of the name change,enter your first name,the last purposes.
name as shown on your social security card,and your new last name.
Note:ITIN applicant:Enter your individual name as it was entered on • Partnership Partnership
your Form W-7 application,line 1a.This should also be the same as the • Trust/estate Trust/estate
name you entered on the Form 1040/1040A/1040EZ you filed with your Line 4, Exemptions
application.
b. Sole proprietor or single-member LLC.Enter your individual If you are exempt from backup withholding and/or FATCA reporting,
name as shown on your 1040/1040A/1040EZ on line 1.You may enter enter in the appropriate space on line 4 any code(s)that may apply to
your business,trade,or"doing business as"(DBA)name on line 2. you.
c. Partnership,LLC that is not a single-member LLC,C Exempt payee code.
corporation,or S corporation.Enter the entity's name as shown on the • Generally,individuals(including sole proprietors)are not exempt from
entity's tax return on line 1 and any business,trade,or DBA name on backup withholding.
line 2. • Except as provided below,corporations are exempt from backup
d. Other entities.Enter your name as shown on required U.S.federal withholding for certain payments,including interest and dividends.
tax documents on line 1.This name should match the name shown on the . Corporations are not exempt from backup withholding for payments
charter or other legal document creating the entity.You may enter any made in settlement of payment card or third party network transactions.
business,trade,or DBA name on line 2.
• Corporations are not exempt from backup withholding with respect to
e. Disregarded entity.For U.S.federal tax purposes,an entity that is attorneys'fees or gross proceeds paid to attorneys,and corporations
disregarded as an entity separate from its owner is treated as a that provide medical or health care services are not exempt with respect
"disregarded entity." See Regulations section 301.7701-2(c)(2)(iii).Enter to payments reportable on Form 1099-MISC.
the owner's name on line 1.The name of the entity entered on line 1
should never be a disregarded entity.The name on line 1 should be the The following codes identify payees that are exempt from backup
name shown on the income tax return on which the income should be withholding.Enter the appropriate code in the space in line 4.
reported.For example,if a foreign LLC that is treated as a disregarded 1—An organization exempt from tax under section 501(a),any IRA,or
entity for U.S.federal tax purposes has a single owner that is a U.S. a custodial account under section 403(b)(7)if the account satisfies the
person,the U.S.owner's name is required to be provided on line 1. If requirements of section 401(f)(2)
the direct owner of the entity is also a disregarded entity,enter the first 2—The United States or any of its agencies or instrumentalities
owner that is not disregarded for federal tax purposes.Enter the
disregarded entity's name on line 2,"Business name/disregarded entity 3—A state,the District of Columbia,a U.S.commonwealth or
name."If the owner of the disregarded entity is a foreign person,the possession,or any of their political subdivisions or instrumentalities
owner must complete an appropriate Form W-8 instead of a Form W-9. 4—A foreign government or any of its political subdivisions,agencies,
This is the case even if the foreign person has a U.S.TIN. or instrumentalities
Line 2 5—A corporation
If you have a business name,trade name,DBA name,or disregarded 6—A dealer in securities or commodities required to register in the
entity name,you may enter it on line 2. United States,the District of Columbia,or a U.S.commonwealth or
possession
Line 3 7—A futures commission merchant registered with the Commodity
Check the appropriate box on line 3 for the U.S.federal tax Futures Trading Commission
classification of the person whose name is entered on line 1.Check only 8—A real estate investment trust
one box on line 3. 9—An entity registered at all times during the tax year under the
Investment Company Act of 1940
10—A common trust fund operated by a bank under section 584(a)
11—A financial institution
12—A middleman known in the investment community as a nominee or
custodian
13—A trust exempt from tax under section 664 or described in section
4947
Form W-9(Rev.10-2018) Page 4
The following chart shows types of payments that may be exempt M—A tax exempt trust under a section 403(b)plan or section 457(g)
from backup withholding.The chart applies to the exempt payees listed plan
above,1 through 13. Note:You may wish to consult with the financial institution requesting
IF the payment is for... THEN the payment is exempt this form to determine whether the FATCA code and/or exempt payee
for... code should be completed.
Interest and dividend payments All exempt payees except Line 5
for 7 Enter your address(number,street,and apartment or suite number).
Broker transactions Exempt payees 1 through 4 and 6 This is where the requester of this Form W-9 will mail your information
through 11 and all C corporations. returns.If this address differs from the one the requester already has on
S corporations must not enter an file,write NEW at the top.If a new address is provided,there is still a
exempt payee code because they chance the old address will be used until the payor changes your
are exempt only for sales of address in their records.
noncovered securities acquired Line 6
prior to 2012.
Barter exchange transactions and Exempt payees 1 through 4 Enter your city,state,and ZIP code.
patronage dividends Part I. Taxpayer Identification Number (TIN)
Payments over$600 required to be Generally,exempt payees Enter your TIN in the appropriate box.If you are a resident alien and
reported and direct sales over 1 through 52 you do not have and are not eligible to get an SSN,your TIN is your IRS
$5,0001 individual taxpayer identification number(ITIN).Enter it in the social
security number box.If you do not have an ITIN,see How to get a TIN
Payments made in settlement of Exempt payees 1 through 4 below.
payment card or third party network If you are a sole proprietor and you have an EIN,you may enter either
transactions your SSN or EIN.
1 See Form 1099-MISC,Miscellaneous Income,and its instructions. If you are a single-member LLC that is disregarded as an entity
separate from its owner,enter the owner's SSN(or EIN,if the owner has
z However,the following payments made to a corporation and one).Do not enter the disregarded entity's EIN. If the LLC is classified as
reportable on Form 1099-MISC are not exempt from backup a corporation or partnership,enter the entity's EIN.
withholding:medical and health care payments,attorneys'fees,gross Note:See What Name and Number To Give the Requester, later,for
proceeds paid to an attorney reportable under section 6045(f),and
payments for services paid by a federal executive agency. further clarification of name and TIN combinations.
Exemption from FATCA reporting code.The following codes identify How to get a TIN.If you do not have a TIN,apply for one immediately.
payees that are exempt from reporting under FATCA.These codes To apply for an SSN,get Form SS-5,Application for a Social Security
apply to persons submitting this form for accounts maintained outside Card,from your local SSA office or get this form online at
of the United States by certain foreign financial institutions.Therefore,if www.SSA.gov.You may also get this form by calling 1-800-772-1213.
you are only submitting this form for an account you hold in the United Use Form W-7,Application for IRS Individual Taxpayer Identification
States,you may leave this field blank.Consult with the person Number,to apply for an ITIN,or Form SS-4,Application for Employer
requesting this form if you are uncertain if the financial institution is Identification Number,to apply for an EIN.You can apply for an EIN
subject to these requirements.A requester may indicate that a code is online by accessing the IRS website at www.irs.gov/Businesses and
not required by providing you with a Form W-9 with"Not Applicable"(or clicking on Employer Identification Number(EIN)under Starting a
any similar indication)written or printed on the line for a FATCA Business.Go to www.irs.gov/Forms to view,download,or print Form
exemption code. W-7 and/or Form SS-4. Or,you can go to www.irs.gov/OrderForms to
place an order and have Form W-7 and/or SS-4 mailed to you within 10
A—An organization exempt from tax under section 501(a)or any business days.
individual retirement plan as defined in section 7701(a)(37) If you are asked to complete Form W-9 but do not have a TIN,apply
B—The United States or any of its agencies or instrumentalities for a TIN and write"Applied For"in the space for the TIN,sign and date
C—A state,the District of Columbia,a U.S.commonwealth or the form,and give it to the requester.For interest and dividend
possession,or any of their political subdivisions or instrumentalities payments,and certain payments made with respect to readily tradable
D—A corporation the stock of which is regularly traded on one or instruments,generally you will have 60 days to get a TIN and give it to
more established securities markets,as described in Regulations the requester before you are subject to backup withholding on
section 1.1472-1(c)(1)(i) payments.The 60-day rule does not apply to other types of payments.
You will be subject to backup withholding on all such payments until
E—A corporation that is a member of the same expanded affiliated you provide your TIN to the requester.
group as a corporation described in Regulations section 1.1472-1(c)(1)(i) Note:Entering"Applied For"means that you have already applied for a
F—A dealer in securities,commodities,or derivative financial TIN or that you intend to apply for one soon.
instruments(including notional principal contracts,futures,forwards,
and options)that is registered as such under the laws of the United Caution:A disregarded U.S.entity that has a foreign owner must use
States or any state the appropriate Form W-8.
G—A real estate investment trust Part 11. Certification
H—A regulated investment company as defined in section 851 or an To establish to the withholding agent that you are a U.S.person,or
entity registered at all times during the tax year under the Investment resident alien,sign Form W-9.You may be requested to sign by the
Company Act of 1940 withholding agent even if item 1,4,or 5 below indicates otherwise.
I—A common trust fund as defined in section 584(a) For a joint account,only the person whose TIN is shown in Part I
J—A bank as defined in section 581 should sign(when required).In the case of a disregarded entity,the
K—A broker person identified on line 1 must sign.Exempt payees,see Exempt payee
L—A trust exempt from tax under section 664 or described in section code,earlier.
4947(a)(1) Signature requirements.Complete the certification as indicated in
items 1 through 5 below.
Form W-9(Rev.10-2018) Pager)
1.Interest,dividend,and barter exchange accounts opened For this type of account: Give name and EIN of:
before 1984 and broker accounts considered active during 1983. 14.Account with the Department of The public entity
You must give your correct TIN,but you do not have to sign the
certification. Agriculture in the name of a public
entity(such as a state or local
2.Interest,dividend,broker,and barter exchange accounts government,school district,or
opened after 1983 and broker accounts considered inactive during prison)that receives agricultural
1983.You must sign the certification or backup withholding will apply.If program payments
you are subject to backup withholding and you are merely providing
your correct TIN to the requester,you must cross out item 2 in the 15.Grantor trust filing under the Form The trust
certification before signing the form. 1041 Filing Method or the Optional
3.Real estate transactions.You must sign the certification.You may Form 1099 Filing Method 2(see
cross out item 2 of the certification.
Regulations section 1.671-4(b)(2)(i)(B))
4.Other payments.You must give your correct TIN,but you do not List first and circle the name of the person whose number you furnish.
have to sign the certification unless you have been notified that you If only one person on a joint account has an SSN,that person's number
have previously given an incorrect TIN."Other payments"include must be furnished.
payments made in the course of the requester's trade or business for 2 Circle the minor's name and furnish the minor's SSN.
rents,royalties,goods(other than bills for merchandise),medical and
health care services(including payments to corporations),payments to 3 You must show your individual name and you may also enter your
a nonemployee for services,payments made in settlement of payment business or DBA name on the"Business name/disregarded entity"
card and third party network transactions,payments to certain fishing name line.You may use either your SSN or EIN(if you have one),but the
boat crew members and fishermen,and gross proceeds paid to IRS encourages you to use your SSN.
attorneys(including payments to corporations). ^List first and circle the name of the trust,estate,or pension trust.(Do
5.Mortgage interest paid by you,acquisition or abandonment of not furnish the TIN of the personal representative or trustee unless the
secured property,cancellation of debt,qualified tuition program legal entity itself is not designated in the account title.)Also see Special
payments(under section 529),ABLE accounts(under section 529A), rules for partnerships,earlier.
IRA,Coverdell ESA,Archer MSA or HSA contributions or *Note:The grantor also must provide a Form W-9 to trustee of trust.
distributions,and pension distributions.You must give your correct Note:If no name is circled when more than one name is listed,the
TIN,but you do not have to sign the certification. number will be considered to be that of the first name listed.
What Name and Number To Give the Requester Secure Your Tax Records From Identity Theft
For this type of account: Give name and SSN of: Identity theft occurs when someone uses your personal information
1.Individual The individual such as your name,SSN,or other identifying information,without your
2.Two or more individuals(joint The actual owner of the account or,if permission,to commit fraud or other crimes.An identity thief may use
account)other than an account combined funds,the first individual on your SSN to get a job or may file a tax return using your SSN to receive
maintained by an FFI the account' a refund.
3.Two or more U.S.persons Each holder of the account To reduce your risk:
(joint account maintained by an FFI) •Protect your SSN,
4.Custodial account of a minor The minor' •Ensure your employer is protecting your SSN,and
(Uniform Gift to Minors Act) •Be careful when choosing a tax preparer.
5.a.The usual revocable savings trust The grantor-trustee If your tax records are affected by identity theft and you receive a
(grantor is also trustee) notice from the IRS,respond right away to the name and phone number
b.So-called trust account that is not The actual owner printed on the IRS notice or letter.
a legal or valid trust under state law
If your tax records are not currently affected by identity theft but you
6.Sole proprietorship or disregarded The owner3 think you are at risk due to a lost or stolen purse or wallet,questionable
entity owned by an individual credit card activity or credit report,contact the IRS Identity Theft Hotline
7.Grantor trust filing under Optional The grantor* at 1-800-908-4490 or submit Form 14039.
Form 1099 Filing Method 1 (see For more information,see Pub.5027,Identity Theft Information for
Regulations section 1.671-4(b)(2)(i) Taxpayers.
(A)) Victims of identity theft who are experiencing economic harm or a
For this type of account: Give name and EIN of: systemic problem,or are seeking help in resolving tax problems that
8.Disregarded entity not owned by an The owner have not been resolved through normal channels,may be eligible for
individual Taxpayer Advocate Service(TAS)assistance.You can reach TAS by
9.A valid trust,estate,or pension trust Legal entity° calling the TAS toll-free case intake line at 1-877-777-4778 or TTY/TDD
1-800-829-4059.
10.Corporation or LLC electing The corporation Protect yourself from suspicious emails or phishing schemes.
corporate status on Form 8832 or Phishing is the creation and use of email and websites designed to
Form 2553 mimic legitimate business emails and websites.The most common act
11.Association,club,religious, The organization is sending an email to a user falsely claiming to be an established
charitable,educational,or other tax- legitimate enterprise in an attempt to scam the user into surrendering
exempt organization private information that will be used for identity theft.
12.Partnership or multi-member LLC The partnership
13.A broker or registered nominee The broker or nominee
Form W-9(Rev.10-2018) Page 6
The IRS does not initiate contacts with taxpayers via emails.Also,the privacy Act Notice
IRS does not request personal detailed information through email or ask
taxpayers for the PIN numbers,passwords,or similar secret access Section 6109 of the Internal Revenue Code requires you to provide your
information for their credit card,bank,or other financial accounts. correct TIN to persons(including federal agencies)who are required to
If you receive an unsolicited email claiming to be from the IRS, file information returns with the IRS to report interest,dividends,or
forward this message to phishing@irs.gov.You may also report misuse certain other income paid to you;mortgage interest you paid;the
of the IRS name,logo,or other IRS property to the Treasury Inspector acquisition or abandonment of secured property;the cancellation of
General for Tax Administration(TIGTA)at 1-800-366-4484.You can debt;n contributions you made to i IRA,Archer the for to
The
forward suspicious emails to the Federal Trade Commission at person collecting this form uses the information o the form to file
spam@uce.gov or report them at www.ftc.gov/complaint.You can information returns with the IRS,reporting the above information.
contact the FTC at www.ftc.gov/idtheft or 877-IDTHEFT(877-438-4338). Routine uses of this information include giving it to the Department of
If you have been the victim of identity theft,see www.ldentityTheft.gov Justice for civil and criminal litigation and to cities,states,the District of
and Pub.5027. Columbia,and U.S.commonwealths and possessions for use in
administering their laws.The information also may be disclosed to other
Visit www.irs.govIldentityTheft to learn more about identity theft and countries under a treaty,to federal and state agencies to enforce civil
how to reduce your risk. and criminal laws,or to federal law enforcement and intelligence
agencies to combat terrorism.You must provide your TIN whether or
not you are required to file a tax return.Under section 3406,payers
must generally withhold a percentage of taxable interest,dividend,and
certain other payments to a payee who does not give a TIN to the payer.
Certain penalties may also apply for providing false or fraudulent
information.
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
SECTION 00610
CONSTRUCTION PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS: That we
(Name of Contractor)
a hereinafter called"Principal" and
(Corporation, Partnership, Joint Venture or Individual)
of , State of
(Surety) (City & State)
hereinafter called the "Surety" and licensed by the State
Division of Insurance to do business under the laws of the Commonwealth of Massachusetts, are
held and firmly bound to the Town of Watertown, Massachusetts, hereinafter called "Town", in
the sum of Dollars
($ ) in lawful money of the United States, for the payment of which
sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and
successors,jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered
into a certain contract with the Town, dated the day of , 20
(the "Construction Contract"), for the construction described as follows:
2020 Roadwav Rehabilitation and Related Work—Phase I- Contract No. 2020-025.
NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its duties,
all the undertakings, covenants, terms, conditions, and agreements of the Construction Contract
during the original term thereof, and any extensions thereof which may be granted by the Town,
with or without notice to the Surety, and if he shall satisfy all claims and demands incurred under
the Construction Contract, and shall fully indemnify and save harmless the Town from all costs
and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the
Town all outlay and expense which the Town may incur in making good any default, then this
obligation shall be void; otherwise to remain in full force and effect.
PROVIDED, FURTHER, that the Surety's obligation under this Bond shall arise after(1)
the Town has declared the Principal in default of the Construction Contract or any provision
thereof or (2) has declared that the Principal has failed, or is otherwise unable or unwilling, to
execute the work consistent with, and in conformance to, the Construction Contract (collectively
referred to as a "Contractor Default"). The determination of a Contractor Default shall be made
solely by the Town. The Town need not terminate the Construction Contract to declare a
Contractor Default or to invoke its rights under this Bond.
00610-1
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
When the Surety's obligation under this Bond arises, the Surety, at its sole expense and at
the consent and election of the Town, shall promptly take one of the following steps: (1) arrange
for the Principal to perform and complete the work of the Construction Contract: (2) arrange for
a contractor other than the Principal to perform and complete the work of the Construction
Contract; (3) reimburse the Town, in a manner and at such time as the Town shall decide, for all
costs and expenses incurred by the Town in performing and completing the work of the
Construction Contract. Surety will keep Town reasonably informed of the progress, status and
results of any investigation of any claim of the Town.
If the Surety does not proceed as provided in this Bond with due diligence and all
deliberate speed, the Surety shall be deemed to be in default of this Bond, and the Town shall be
entitled to enforce any remedy available to the Town.
After the Surety's obligation under this Bond arises, the Surety is obligated, to the limit
of the amounts of this Bond, for (1) the correction of defective work and completion of the
Construction Contract; (2) additional design, professional services, and legal costs, including
attorneys' fees, resulting from the Contractor Default or from the default of the Surety under this
Bond; (3) any additional work beyond the Construction Contract made necessary by the
Contractor Default or default of the Surety under this Bond; (4) indemnification obligation of the
Principal, if any, as provided in the Construction Contract; and (5) liquidated damages as
provided in the Construction Contract, or if none are so specified, actual and foreseeable
consequential damages resulting from the Contractor Default or default of the Surety under this
Bond.
Any proceeding, legal or equitable, under this Bond shall be instituted in any court of
competent jurisdiction in the Commonwealth of Massachusetts.
The Surety, for value received, hereby stipulates and agrees that no change, extension of
time, alteration or addition to the terms of the Construction Contract or to the work to be
performed thereunder or the specifications accompanying the same shall in any way affect its
obligation on this Bond, and it does hereby waive notice of any such change, extension of time,
alteration or addition to the terms of the Construction Contract or to the work or to the
specifications.
00610-2
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
IN WITNESS WHEREOF, this instrument is executed in O counterparts, each
one of which shall be deemed an original, this the day of
20
ATTEST:
Principal
By
(Principal Secretary)
(Address-Zip Code)
(SEAL)
Witness as to Principal
(Address-Zip Code)
ATTEST:
Surety
By
(Attorney-in-Fact)
(Address-Zip Code)
(SEAL)
Witness as to Surety
(Address-Zip Code)
NOTE: Date of Bond must not be prior to date of Contract. If Contractor is a
Partnership, all partners should execute Bond.
00610-3
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
THIS PAGE IS LEFT INTENTIONALLY BLANK
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
SECTION 00620
CONSTRUCTION PAYMENT BOND
KNOW ALL MEN BY THESE PRESENTS: That we
a
(Name of Contractor) (Corporation, Partnership, Joint Venture or
Individual)
hereinafter called "Principal" and of ,
(Surety)
State of hereinafter called the "Surety" and licensed by the State
(City and State)
Division of Insurance to do business under the laws of the Commonwealth of Massachusetts, are
held and firmly bound to the Town of , Massachusetts, hereinafter called
"Town", in the penal sum of Dollars
($ ) in lawful money of the United States, for the payment of which sum
well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors,
jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered
into a certain contract with the Town, dated the day of ,
20 , for the construction described as follows:
NOW, THEREFORE, if the Principal shall promptly make payment to all persons, firms,
subcontractors, and corporations furnishing materials for or performing labor in the prosecution
of the work provided for in such contract, and any authorized extension or modification thereof,
including all amounts due for materials, lubricants, oil, gasoline, coal and coke, repairs on
machinery, equipment and tools, consumed or used in connection with the construction of such
work, and all insurance premiums on said work, and for all labor, performed in such work
whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in
full force and effect.
PROVIDED, FURTHER, that the said Surety, for value received hereby stipulates and
agrees that no change, extension of time, alteration or addition to the terms of the contract or to
the work to be performed thereunder or the specifications accompanying the same shall in any
way affect its obligation on this bond, and it does hereby waive notice of any such change,
extension of time, alteration or addition to the terms of this contract or to the work or to the
specifications.
00620-1
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
PROVIDED, FURTHER, that no final settlement between the Town and the Contractor
shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied.
IN WITNESS WHEREOF, this instrument is executed in O counterparts, each one
of which shall be deemed an original, this the day of ,
20
ATTEST:
Surety
By
(Attorney-in-Fact)
(Address-Zip Code)
(SEAL)
Witness as to Surety
(Address-Zip Code)
NOTE: Date of Bond must not be prior to date of Contract. If Contractor is a Partnership,
all partners should execute Bond.
00620-2
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
SECTION 00680
NOTICE TO PROCEED
To: Date:
Project: 2020 Roadway Rehabilitation
and Related Work-Phase I
CONTRACT 2020-025
WATERTOWN, MA
You are hereby notified to commence Work in accordance with the Agreement dated
, 2020 on or before , 2020 and
you have fully completed the Work within the 2020 construction season but a contract extension
shall be at the discretion of the DPW Superintendent.
Department of Public Works
Watertown, Massachusetts
ACCEPTANCE OF NOTICE
Receipt of the above NOTICE TO
PROCEED is hereby acknowledged
By:
this the day
of 2020
By:
Title:
00680-1
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
THIS PAGE IS LEFT INTENTIONALLY BLANK
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
SECTION 00700
GENERAL CONDITIONS
ARTICLE I- GENERAL PROVISIONS
ARTICLE 2- ADMINISTRATION OF THE CONTRACT
ARTICLE 3- TOWN
ARTICLE 4- CONTRACTOR
ARTICLE 5- SUBCONTRACTORS
ARTICLE 6- CONSTRUCTION BY TOWN OR BY SEPARATE CONTRACTORS
ARTICLE 7- CHANGES IN THE WORK/CLAIMS FOR ADDITIONAL COSTS
ARTICLE 8- TIME
ARTICLE 9- PAYMENTS AND COMPLETION
ARTICLE 10- PROTECTION OF PERSONS AND PROPERTY
ARTICLE I I- INSURANCE AND BONDS
ARTICLE 12- UNCOVERING AND CORRECTION OF WORK
ARTICLE 13- MISCELLANEOUS PROVISIONS
ARTICLE 14- TERMINATION OR SUSPENSION OF THE CONTRACT
00700-1
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
THIS PAGE IS LEFT INTENTIONALLY BLANK
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
ARTICLE 1 - GENERAL PROVISIONS
§ 1.1 DEFINITIONS
§ 1.1.1 THE CONTRACT DOCUMENTS
The Contract Documents consist of the Town-Contractor Agreement, the Conditions of the
Contract (General, Supplemental and other Conditions), the Drawings, the Specifications, all
Addenda issued prior to and all Modifications issued after execution of the Contract, and all
applicable laws, ordinances and regulations. A Modification is (1) a written amendment to the
contract signed by both parties, (2) a Change Order, (3) a written interpretation issued by the
Town or (4) a written order for a minor change in the Work issued pursuant to Paragraph 7.4.
The Contract Documents include Bidding Documents such as the Advertisement or Invitation to
Bid, the Instructions to Bidders, sample forms, the Contractor's Bid or portions of Addenda
relating to any of these, or any other documents, specifically enumerated in the Town-Contractor
Agreement. In the event of a conflict among the Contract Documents, they shall be construed
according to the following priorities: first — Modifications; second — Agreement; third —
Addenda; fourth—General Conditions; fifth—specifications; sixth—Drawings.
§ 1.1.2 THE CONTRACT
The Contract Documents from the Contract for Construction. The Contract represents the entire
and integrated agreement between the parties hereto and supersedes prior negotiations,
representations or agreements, either written or oral. The Contract may be amended or modified
only by a Modification. All Work mentioned or indicated in the Contract Documents shall be
performed by the Contractor as part of this Contract unless it is specifically indicated in the
Contract Documents that such Work is to be done by others. Should the Drawings or the
Specifications disagree in themselves or with each other, the Contractor shall provide the better
quality or greater quantity of Work unless otherwise directed by written addendum to the
Contract.
§ 1.1.3 THE WORK
The Work comprises the completed construction required by the Contract Documents and
includes all labor necessary to produce such construction, and all materials and equipment
incorporated or to be incorporated in such construction.
§ 1.1.4 THE PROJECT
The project is the total construction of which the Work performed under the Contract Documents
may be the whole or a part.
§ 1.1.5 OR EQUAL
The use of the words "Or Equal" following the name of any manufacturer, vendor or proprietary
product shall be understood to mean that articles or materials may be substituted which, in the
opinion of the Town, are equal in quality, durability, appearance, strength, design and
performance to the articles or materials named or described and will perform adequately in
providing a first-class facility.
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When submitting shop drawing information on articles or materials which are being proposed as
substitutes for specified items, the Contractor shall clearly identify them as such. If the articles
or materials are accepted as equal to those on which dimensions on the drawings are based, any
dimensional variance from those shown and/or specified shall be shown on the shop drawings
prepared by the Contractor, illustrating the manner in which conformity to dimensions and
design is to be obtained. All such drawings shall be subject to the approval of the Town and the
installation of the article shall not proceed without first obtaining said approval.
§ 1.2 EXECUTION, CORRELATION AND INTENT
§ 1.2.1 The Contract Documents shall be signed in not less than quadruplicate by the Town and
Contractor.
§1.2.2 By executing the Contract, the Contractor represents that he has visited the site,
familiarized himself with the local conditions under which the Work is to be performed, and
correlated his observations with the requirements of the Contract Documents.
§1.2.3 The intent of the Contract Documents is to include all items necessary for the proper
execution and completion of the Work. The Contract Documents are complementary, and what
is required by any one shall be as binding as if required by all. Work not covered in the Contract
Documents will not be required unless it is consistent therewith and is reasonably inferable
therefrom as being necessary to produce the intended results. Words and abbreviations which
have well-known technical or trade meanings are used in the Contract Documents in accordance
with such recognized meanings.
§1.2.4 The organization of the Specifications into divisions, sections and articles, and the
arrangement of Drawings shall not control the Contractor in dividing the Work among
Subcontractors or in establishing the extent of Work to be performed by any trade.
§ 1.2.5 Unless otherwise stated in the Contract Documents, words which have well-known
technical or construction industry meanings are used in the Contract Documents in accordance
with such recognized meanings.
§ 1.2.6 All indications or notations which apply to one of a number of similar situations,
materials or processes shall be deemed to apply to all such situations, materials or processes
wherever they appear in the Work, except where a contrary result is clearly indicated by the
Contract Documents.
§ 1.2.7 Where codes, standards, requirements and publications of public and private bodies are
referred to in the Specifications, references shall be understood to be to the latest revision prior
to the date of receiving bids, except where otherwise indicated.
§ 1.2.8 Where no explicit quality or standards for materials or workmanship are established for
Work, such Work is to be of good quality for the intended use and consistent with the quality of
the surrounding Work and of the construction of the Project generally.
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§ 1.2.9 All manufactured articles, materials, and equipment shall be applied, installed, connected,
erected, used, cleaned, and conditioned in accordance with the manufacturer's written or printed
directions and instructions unless otherwise indicated in the Contract Documents.
§ 1.2.10 Test boring or soil test information included with the Contract Documents or otherwise
made available to the Contractor was obtained by the Town for use by the Architect/Engineers in
the design of the Project or Work. The Town does not hold out such information to the
Contractor as a completely accurate indication of subsurface conditions, and no claim for extra
cost or extension of time resulting from a reliance by the Contractor on such information shall be
allowed except as provided by Chapter 30, Section 39N of the General Laws of the
Commonwealth of Massachusetts.
§ 1.2.11 Where the Work is to fit with existing conditions or work to be performed by others, the
Contractor shall fully and completely join the Work with such conditions or work, unless
otherwise specified.
§1.3 OWNERSHIP AND USE OF DOCUMENTS
§1.3.1 All Drawings, Specifications and copies thereof furnished by the Town are and shall
remain the Town's property. They are to be used only with respect to this Project and are not to
be used on any other project without the prior written consent of the Town. With the exception
of one contract set for each party to the Contract, such documents are to be returned or suitably
accounted for to the Town at the completion of the Work. Submission or distribution to meet
official regulatory requirements or for other purposes in connection with the Project is not to be
construed as publication in derogation of any reserved rights.
ARTICLE 2 -ADMINISTRATION OF THE CONTRACT
§ 2.1 TOWN'S REPRESENTATIVE
§ 2.1.1 The designated representative of the Town ("Architect/Engineer") will administer the
Contract and visit the site at intervals appropriate to the stage of construction to familiarize
himself generally with the progress and quality of the Work and to determine in general if the
Work is proceeding in accordance with the Contract Documents. However, the
Architect/Engineer will not be required to make exhaustive or continuous on-site inspections to
check the quality or quantity of the Work. The Town may also retain a separate Project
Manager, who shall work with the Architect/Engineer in the administration of the Contract
§2.1.2 The Architect/Engineer and Project Manager shall at all times have access to the Work
wherever it is in preparation and progress. The Contractor shall provide facilities for such access
so the Town may perform its functions under the Contract Documents.
§2.1.3 Based on his observations and an evaluation of the Contractor's Applications for
Payment, the Architect/Engineer will determine the amounts owing to the Contractor and will
issue Certificates for Payment in such amounts, as provided in Article 9.
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§2.1.4 The Architect/Engineer will render information necessary for the proper execution or
progress of the Work within twenty (20) days of any request by the contractor or in accordance
with any time limit agreed upon.
§2.1.5 The Architect/Engineer will have authority to reject Work which does not conform to the
Contract Documents. Whenever, in his opinion, he considers it necessary or advisable for the
implementation of the intent of the Contract Documents, he will have authority to require special
inspection or testing of the Work in accordance with Section 13.5.2 whether or not such Work be
then fabricated, installed or completed. Any such rejection of work shall not relieve the
Contractor of the responsibility for maintaining protection of the Work and the Town's property.
§2.1.6 The Architect/Engineer will review and approve or take other appropriate action upon
Contractor's submittals such as Shop Drawings, Product Data and Samples, but only for
conformance with the design concept of the Work and with the information given in the Contract
Documents. The approval of a specific item shall not indicate approval of an assembly of which
the item is a component.
§ 2.1.7 The Architect/Engineer will prepare Change Orders in accordance with Section 7.1
herein, and will have authority to order minor changes in the Work as provided in Section 7.3.
§ 2.1.8 The Architect/Engineer will conduct inspections to determine the date of Substantial
Completion and Final Completion, will review written warranties and related documents
required by the Contract and assembled by the Contractor, and will issue a final Certificate for
Payment upon compliance with the requirements of Section 9.9.
ARTICLE 3 - TOWN
§ 3.1 DEFINITION
§ 3.1.1 The Town is the person or entity identified as such in the Town-Contractor Agreement
and is referred to throughout the Contract Documents as if singular in number. The term Town
means the Town or, as applicable, the Town's authorized representative ("Architect/Engineer"),
which for this Project shall be the Resident/Project Reuresentative. The Town may also retain
a separate Project Manager, who shall work with the Architect/Engineer in the administration of
the Contract. The form of agreement between the Town and the Architect/Engineer and/or the
Project Manager shall be made available to the Contractor upon request.
§ 3.2 INFORMATION AND SERVICES REQUIRED OF THE TOWN
§ 3.2.1 The Town shall, at the written request of the Contractor, prior to commencement of the
Work and thereafter, furnish to the Contractor reasonable evidence that financial arrangements
have been made to fulfill the Town's obligations under the Contract.
§ 3.2.2 The Town shall furnish available surveys describing physical characteristics, legal
limitations and utility locations for the site of the Project, and a legal description of the site.
Except as otherwise stated in the Contract Documents, the Contractor shall be entitled to
reasonably rely on the accuracy of information furnished by the Town except to the extent that
the Contractor's review thereof reveals, or in the exercise of reasonable diligence should have
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revealed, any inaccuracy or incompleteness therein. The Contractor shall exercise proper
precautions relating to the safe performance of the Work.
§ 3.2.3 Information or services required of the Town by the Contract Documents shall be
furnished by the Town with reasonable promptness.
§ 3.2.4 Unless otherwise provided in the Contract Documents, the Contractor will be furnished,
free of charge,
digital copies of Drawings and Project Manuals as are reasonably necessary for execution of the
Work, all additional copies will be furnished upon request at the cost of reproduction.
§ 3.3 TOWN'S RIGHT TO STOP THE WORK
§ 3.3.1 If the Contractor fails to correct Work which is not in accordance with the requirements
of the Contract Documents as required by Section 12.2 or persistently fails to carry out Work in
accordance with the Contract Documents, the Town may issue a written order to the Contractor
to stop the Work, or any portion thereof, until the cause for such order has been eliminated;
however, the right of the Town to stop the Work shall not give rise to a duty on the part of the
Town to exercise this right for the benefit of the Contractor or any other person or entity. The
Contractor shall resume the Work after such stoppage promptly upon written notice to do so
from the Town.
§ 3.4 TOWN'S RIGHT TO CARRY OUT THE WORK
§ 3.4.1 If the Contractor defaults or neglects to carry out the Work in accordance with the
Contract Documents and fails within a seven-day period after receipt of written notice from the
Town to commence and continue correction of such default or neglect with diligence and
promptness, the Town may, without prejudice to other remedies the Town may have, correct
such deficiencies. In such case an appropriate Change Order shall be issued deducting from
payments then or thereafter due the Contractor the reasonable cost of correcting such
deficiencies, including Town's expenses and compensation for the Architect/Engineer's
additional services made necessary by such default, neglect or failure. If payments then or
thereafter due the Contractor are not sufficient to cover such amounts, the Contractor shall pay
the difference to the Town.
ARTICLE 4—CONTRACTOR
§ 4.1 GENERAL
§ 4.1.1 The Contractor is the person or entity identified as such in the Agreement and is referred
to throughout the Contract Documents as if singular in number. The term "Contractor" means the
Contractor or the Contractor's authorized representative.
§ 4.1.2 The Contractor shall perform the Work in accordance with the Contract Documents.
§ 4.1.3 The Contractor shall not be relieved of obligations to perform the Work in accordance
with the Contract Documents either by activities or duties of the Town in the administration of
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the Contract, or by tests, inspections or approvals required or performed by persons other than
the Contractor.
§ 4.2 REVIEW OF CONTRACT DOCUMENTS BY CONTRACTOR
§ 4.2.1 The Contractor shall carefully study and compare the Contract Documents and shall at
once report to the Town any error, inconsistency or omission he may discover. If the Contractor
performs any construction activity it knows or reasonably should know involves a recognized
error, inconsistency or omission in the Contract Documents without such notice to the Town, the
Contractor shall assume appropriate responsibility for such performance and shall bear an
appropriate amount of the attributable costs for such correction.
§ 4.2.2 Any claim by the Contractor or Subcontractors that, in submitting their respective bids,
they did not include all items as shown in the Contract Documents, will be given no
consideration for an adjustment of any kind. If any item is specified in a Section which would
not normally furnish this item it shall be the responsibility of the Contractor to coordinate the
situation with the Subcontractor, and if the item under consideration is not to be provided by the
Subcontractor it shall be the responsibility of the Contractor to provide the work in question,
without any additional cost to the Town.
§ 4.3 SUPERVISION AND CONSTRUCTION PROCEDURES
§ 4.3.1 The Contractor shall supervise and direct the Work, using the Contractor's best skill and
attention which shall not be less than such state of skill and attention generally rendered by the
contracting profession for projects similar to the Project in scope, difficulty and location. The
Contractor shall be solely responsible for and have control over construction means, methods,
techniques, sequences and procedures and for coordinating all portions of the Work under the
Contract, unless the Contract Documents give other specific instructions concerning these
matters. If the Contract Documents give specific instructions concerning construction means,
methods, techniques, sequences or procedures, the Contractor shall evaluate the jobsite safety
thereof and, except as stated below, shall be fully and solely responsible for the jobsite safety of
such means, methods, techniques, sequences or procedures. If the Contractor determines that
such means, methods, techniques, sequences or procedures may not be safe, the Contractor shall
give timely written notice to the Town and Architect/Engineer and shall not proceed with that
portion of the Work without further written instructions from the Architect/Engineer.
§ 4.3.2 The Contractor shall be responsible to the Town for acts and omissions of the
Contractor's employees, Subcontractors and their agents and employees, and other persons or
entities performing portions of the Work for or on behalf of the Contractor or any of its
Subcontractors this obligation shall also extend to the presence on the Site of suppliers of
materials or equipment, their employees, contractors, and agents engaged in the Work.
§ 4.3.3 The Contractor shall not be relieved from his obligations to perform the Work in
accordance with the Contract Documents either by the activities or duties of the Town in its
administration of the Contract, or by inspection, tests or approvals required or performed under
Section 13.5 by persons other than the Contractor.
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§ 4.3.4 The Contractor shall retain a registered professional engineer or registered land surveyor,
acceptable to the Architect/Engineer, to establish the exterior lines and required elevations for all
buildings and structures to be erected, and to establish lines and grades for associated roads,
utilities and grading. The engineer or surveyor shall certify the actual location of constructed
elements of the Work.
§ 4.4 LABOR AND MATERIALS
§ 4.4.1 Unless otherwise provided in the Contract Documents, the Contractor shall provide and
pay for labor, materials, equipment, tools, construction equipment and machinery, water, heat,
utilities, transportation, and other facilities and services necessary for proper execution and
completion of the Work, whether temporary or permanent and whether or not incorporated or to
be incorporated in the Work.
§ 4.4.2 The Contractor shall enforce strict discipline and good order among the Contractor's
employees and other persons carrying out the Contract. The Contractor shall not permit
employment of unfit persons or persons not skilled in tasks assigned to them.
§ 4.5 WARRANTY
§ 4.5.1 The Contractor warrants to the Town that materials and equipment furnished under the
Contract will be of good quality and new unless otherwise required or permitted by the Contract
Documents, that the Work will be free from defects not inherent in the quality required or
permitted, and that the Work will conform to the requirements of the Contract Documents and,
promptly after written notification of non-conformance, shall be repaired or replaced by the
Contractor with Work conforming to such requirements. Work not conforming to these
requirements, including substitutions not properly approved and authorized, may be considered
defective. If required by the Town, the Contractor shall furnish satisfactory evidence as to the
kind and quality of materials and equipment.
§ 4.5.2 The Contractor shall be responsible for determining that all materials furnished for the
Work meet all requirements of the Contract Documents. The Town may require the Contractor
to produce reasonable evidence that a material meets such requirements, such as certified reports
of past tests by qualified testing laboratories, reports of studies by qualified experts, or other
evidence which, in the opinion of the Town, would lead to a reasonable certainty that any
material used, or proposed to be used, in the Work meets the requirements of the Contract
Documents. All such data shall be furnished at the Contractor's expense.
§ 4.5.3 If the Contractor proposes to use a material which, while suitable for the intended use,
deviates in any way from the detailed requirements of the Contract Documents, the Contractor
shall inform the Town in writing of the nature of such deviations at the time the material is
submitted for approval.
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§ 4.5.4 In informing the Town of deviations or substitutions, the Contractor shall provide, upon
request, evidence leading to a reasonable certainty that the proposed substitution or deviation
will provide a quality of result at least equal to that otherwise attainable. If, in the opinion of the
Town, the evidence presented by the Contractor does not provide a sufficient basis for such
reasonable certainty, the Town may reject such substitution or deviation without further
investigation.
§ 4.5.5 Any additional cost, or any loss or damage arising from the substitution of any material
or any method for those originally specified shall be borne by the Contractor, notwithstanding
approval or acceptance of such substitution by the Town, unless such substitution was made at
the written request or direction of the Town.
§ 4.5.6 The warranty provided in this Section 4.5 shall be in addition to and not in limitation of
any other warranty required by the Contract Documents or otherwise prescribed by law.
§ 4.5.7 The Contractor shall procure and deliver to the Town, no later than the date claimed by
the Contractor as the date of Substantial Completion, all special warranties required by the
Contract Documents. Delivery by the Contractor shall constitute the Contractor's guarantee to the
Town that the warranty will be performed in accordance with its terms and conditions.
§ 4.5.8 The Contractor shall guarantee all Work for a period of one year after Date of Substantial
Completion, or by the terms of any special guarantee required by the Contract Documents. The
Contractor shall, upon written notice from the Town, promptly correct defective Work or Work
not in accordance with the Contract Documents.
§ 4.6 TAXES
§ 4.6.1 The Contractor shall pay applicable sales, consumer, use and similar taxes for the Work
provided by the Contractor which are legally enacted when bids are received or negotiations
concluded, whether or not yet effective or merely scheduled to go into effect. The project is
exempt from the Massachusetts Sales Tax to the extent permitted by G.L. c.64H, §6(f). The
exemption number can be obtained from the Town upon request by the successful bidder.
§ 4.7 PERMITS, FEES AND NOTICES
§ 4.7.1 Unless otherwise provided in the Contract Documents, the Contractor shall secure and
pay for all permits and fees, licenses and inspections necessary for proper execution and
completion of the Work which are customarily secured after execution of the Contract and which
are legally required when bids are received or negotiations concluded.
§ 4.7.2 The Contractor shall comply with and give notices required by laws, ordinances, rules,
regulations and lawful orders of public authorities applicable to performance of the Work.
§ 4.7.3 If the Contractor observes that portions of the Contract Documents are at variance
therewith, the Contractor shall promptly notify the Town in writing, and necessary changes shall
be accomplished by appropriate Modification.
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§ 4.7.4 If the Contractor performs Work it knows or should know to be contrary to laws, statutes,
ordinances, building codes, and rules and regulations without such notice to the
Architect/Engineer and Town, the Contractor shall assume appropriate responsibility for such
Work and shall bear the costs attributable to correction.
§ 4.8 SUPERINTENDENT
§ 4.8.1 The Contractor shall employ a competent full time superintendent and necessary
assistants who shall be in attendance at the Project site at all times during the progress of
the Work. The superintendent shall represent the Contractor and all communications given to
the superintendent shall be as binding as if given to the Contractor. Important communications
shall be confirmed in writing. Other communications shall be so confirmed on written request in
each case. The Contractor shall remove the superintendent if requested to do so by the Town and
shall replace him with a competent person acceptable to the Town.
§ 4.8.2 The Contractor shall coordinate and supervise the Work performed by Subcontractors to
the end that the Work is carried out without conflict between trades and so that no trade, at any
time, causes delay to the general progress of the Work. The Contractor and all Subcontractors
shall at all times afford each trade, any separate contractor, or the Town, every reasonable
opportunity for the installation of Work and the storage of materials.
§ 4.8.3 The Contractor shall arrange for and attend job meetings with the Town and such other
persons as the Town may from time to time wish to have present. The Contractor shall be
represented by a principal, project manager, general superintendent or other authorized main
office representative, as well as by the Contractor's own superintendent. An authorized
representative of any Subcontractor or Sub-subcontractor shall attend such meetings if the
representative's presence is requested by the Architect/Engineer. Such representatives shall be
empowered to make binding commitments on all matters to be discussed at such meetings,
including costs, payments, change orders, time schedules and manpower. Any notices required
under the Contract may be served on such representatives.
§ 4.9 CONTRACTOR'S CONSTRUCTION SCHEDULES
§ 4.9.1 The Contractor, within twenty (20) calendar days after being awarded the Contract, shall
prepare and submit for the Town's information and approval a Contractor's construction schedule
for the Work. The schedule shall not exceed time limits current under the Contract Documents,
shall be revised, subject to the Town's approval, at appropriate intervals as required by the
conditions of the Work and Project, shall be related to the entire Project to the extent required by
the Contract Documents, and shall provide for expeditious and practicable execution of the
Work. The construction schedule shall be in such form and contain such information as the
Town requires. The construction schedule shall be resource loaded for the Contractor and all
subcontractors, with each resource identified by name, description, unit of measure, and calendar
assignment. For each class of work included in the Contractor's schedule of values, the
construction schedule shall show the percentage of completion to be obtained and the total dollar
value of the work to be completed as of the first of each month until Substantial Completion. All
calculations shall be on the basis of work in place, but not including the value of materials
delivered but not in place.
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§ 4.10 DOCUMENTS AND SAMPLES AT THE SITE
§ 4.10.1 The Contractor shall maintain at the site for the Town one record copy of the Drawings,
Specifications, Addenda, Change Orders and other Modifications, in good order and marked
currently to record field changes and selections made during construction, and one record copy
of approved Shop Drawings, Product Data, Samples and similar required submittals. These shall
be available to the Architect/Engineer and shall be delivered to the Architect/Engineer for
submittal to the Town upon completion of the Work.
§ 4.11 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES
§ 4.11.1 Shop Drawings are drawings, diagrams, schedules and other data specially prepared for
the Work by the Contractor or a Subcontractor, Sub-subcontractor, manufacturer, supplier or
distributor to illustrate some portion of the Work.
§ 4.11.2 Product Data are illustrations, standard schedules, performance charts, instructions,
brochures, diagrams and other information furnished by the Contractor to illustrate materials or
equipment for some portion of the Work.
§ 4.11.3 Samples are physical examples which illustrate materials, equipment or workmanship
and establish standards by which the Work will be judged.
§ 4.11.4 The Contractor shall review for compliance with the Contract Documents, approve and
submit to the Architect/Engineer Shop Drawings, Product Data, Samples and similar submittals
required by the Contract Documents with reasonable promptness and in such sequence as to
cause no delay in the Work or in the activities of the Town or of separate contractors.
§ 4.11.5 By approving and submitting Shop Drawings, Product Data, Samples and similar
submittals, the Contractor represents that the Contractor has determined and verified materials,
field measurements and field construction criteria related thereto, or will do so, and has checked
and coordinated the information contained within such submittals with the requirements of the
Work and of the Contract Documents. By approving and submitting Shop Drawings, Product
Data, Samples, and similar submittals the Contractor thereby represents that the Contractor has
determined and verified all dimensions, quantities, field dimensions, relations to existing work,
coordination with work to be installed later, coordination with information on previously
accepted Shop Drawings, Product Data, Samples, or similar submittals and verification of
compliance with all the requirements of the Contract Documents. The accuracy of all such
information is the responsibility of the Contractor.
§ 4.11.6 The Work shall be in accordance with approved submittals except that the Contractor
shall not be relieved of responsibility for deviations from requirements of the Contract
Documents by the Town's approval of Shop Drawings, Product Data, Samples or similar
submittals unless the Contractor has specifically informed the Town in writing of such deviation
at the time of submittal and(1)the Town has given written approval to the specific deviation as a
minor change in the Work, or (2) a Change Order or Construction Change Directive has been
issued authorizing the deviation. The Contractor shall not be relieved of responsibility for errors
or omissions in Shop Drawings, Product Data, Samples or similar submittals by the Town's
approval thereof.
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§ 4.12 USE OF SITE
§ 4.12.1 The Contractor shall confine operations at the site to areas permitted by law, ordinances,
permits and the Contract Documents and shall not unreasonably encumber the site with materials
or equipment.
§ 4.13 CUTTING AND PATCHING
§ 4.13.1 The Contractor shall be responsible for cutting, fitting or patching required to complete
the Work or to make its parts fit together properly.
§ 4.13.2 The Contractor shall not damage or endanger a portion of the Work or fully or partially
completed construction of the Town or separate contractors by cutting, patching or otherwise
altering such construction, or by excavation. The Contractor shall not cut or otherwise alter such
construction by the Town or a separate contractor except with written consent of the Town and
of such separate contractor; such consent shall not be unreasonably withheld. The Contractor
shall not unreasonably withhold from the Town or a separate contractor the Contractor's consent
to cutting or otherwise altering the Work.
§ 4.14 CLEANING UP
§ 4.14.1 The Contractor shall keep the premises and surrounding area free from accumulation of
waste materials or rubbish caused by operations under the Contract. At completion of the Work,
the Contractor shall remove from and about the Project waste materials, rubbish, the Contractor's
tools, construction equipment, machinery and surplus materials.
§ 4.14.2 If the Contractor fails to clean up as provided in the Contract Documents, the Town may
do so and the cost thereof shall be charged to the Contractor.
§ 4.15 ACCESS TO WORK
§ 4.15.1 The Contractor shall at all times provide the Town access to the Work in preparation
and progress wherever located.
§ 4.16 ROYALTIES, PATENTS AND COPYRIGHTS
§ 4.16.1 The Contractor shall pay all royalties and license fees. The Contractor shall defend suits
or claims for infringement of copyrights and patent rights and shall hold the Town harmless from
loss on account thereof, but shall not be responsible for such defense or loss when a particular
design, process or product of a particular manufacturer or manufacturers is required by the
Contract Documents or where the copyright violations are contained in Drawings, Specifications
or other documents prepared by the Town. However, if the Contractor has reason to believe that
the required design, process or product is an infringement of a copyright or a patent, the
Contractor shall be responsible for such loss unless such information is promptly furnished to the
Town.
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§ 4.17 INDEMNIFICATION
§ 4.17.1 To the fullest extent permitted by law, the Contractor shall indemnify and hold harmless
the Town and agents and employees from and against claims, damages, losses and expenses,
including but not limited to attorneys' fees, arising out of or resulting from performance of the
Work by the Contractor or Subcontractor(s). Such obligation shall not be construed to negate,
abridge, or reduce other rights or obligations of indemnity which would otherwise exist as to a
party or person described in this Section 4.17.
§ 4.17.2 In claims against any person or entity indemnified under this Section 4.17 by an
employee of the Contractor, a Subcontractor, anyone directly or indirectly employed by them or
anyone for whose acts they may be liable, the indemnification obligation under Section 4.17.1
shall not be limited by a limitation on amount or type of damages, compensation or benefits
payable by or for the Contractor or a Subcontractor under workers' compensation acts, disability
benefit acts or other employee benefit acts.
ARTICLE 5—SUBCONTRACTORS
§ 5.1 DEFINITIONS
§ 5.1.1 A Subcontractor is a person or entity who has a direct contract with the Contractor to
perform a portion of the Work at the site. The term "Subcontractor" is referred to throughout the
Contract Documents as if singular in number and means a Subcontractor or an authorized
representative of the Subcontractor. The term "Subcontractor" does not include a separate
contractor or subcontractors of a separate contractor.
§ 5.1.2 A Sub-subcontractor is a person or entity who has a direct or indirect contract with a
Subcontractor to perform a portion of the Work at the site. The term "Sub-subcontractor" is
referred to throughout the Contract Documents as if singular in number and means a Sub-
subcontractor or an authorized representative of the Sub-subcontractor.
§ 5.2 AWARD OF SUBCONTRACTS AND OTHER CONTRACTS
§ 5.2.1 Unless otherwise stated in the Contract Documents or the bidding requirements, the
Contractor, as soon as practicable after award of the Contract, shall furnish in writing to the
Town the names of persons or entities (including those who are to furnish materials or equipment
fabricated to a special design) proposed for each principal portion of the Work. The
Architect/Engineer will promptly reply to the Contractor in writing stating whether or not the
Town or the Architect/Engineer, after due investigation, has reasonable objection to any such
proposed person or entity.
§ 5.2.2 The Contractor shall not contract with a proposed person or entity to whom the Town has
made reasonable and legally permissible and timely objection. The Contractor shall not be
required to contract with anyone to whom the Contractor has made reasonable objection.
§ 5.2.3 If the Town has reasonable objection to a person or entity proposed by the Contractor, the
Contractor shall propose another to whom the Town has no reasonable objection
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§ 5.2.4 The Contractor shall not change a Subcontractor, person or entity previously selected if
the Town makes reasonable objection to such substitute.
§ 5.3 SUBCONTRACTUAL RELATIONS
§ 5.3.1 By appropriate agreement, written where legally required for validity, the Contractor
shall require each Subcontractor, to the extent of the Work to be performed by the Subcontractor,
to be bound to the Contractor by terms of the Contract Documents, and to assume toward the
Contractor all the obligations and responsibilities, including the responsibility for safety of the
Subcontractor's Work, which the Contractor, by these Documents, assumes toward the Town and
Architect/Engineer. Each subcontract agreement shall preserve and protect the rights of the
Town and Architect/Engineer under the Contract Documents with respect to the Work to be
performed by the Subcontractor so that subcontracting thereof will not prejudice such rights, and
shall allow to the Subcontractor, unless specifically provided otherwise in the subcontract
agreement, the benefit of all rights, remedies and redress against the Contractor that the
Contractor, by the Contract Documents, has against the Town. Where appropriate, the Contractor
shall require each Subcontractor to enter into similar agreements with Sub-subcontractors. The
Contractor shall make available to each proposed Subcontractor, prior to the execution of the
subcontract agreement, copies of the Contract Documents to which the Subcontractor will be
bound, and, upon written request of the Subcontractor, identify to the Subcontractor terms and
conditions of the proposed subcontract agreement which may be at variance with the Contract
Documents. Subcontractors will similarly make copies of applicable portions of such documents
available to their respective proposed Sub-subcontractors.
ARTICLE 6 - CONSTRUCTION BY TOWN OR BY SEPARATE CONTRACTORS
§ 6.1 TOWN'S RIGHT TO PERFORM CONSTRUCTION
AND TO AWARD SEPARATE CONTRACTS
§ 6.1.1 The Town reserves the right to perform construction or operations related to the Project
with the Town's own forces, and to award separate contracts in connection with other portions of
the Project or other construction or operations on the site under Conditions of the Contract
identical or substantially similar to these.
§ 6.1.2 When separate contracts are awarded for different portions of the Project or other
construction or operations on the site, the term "Contractor" in the Contract Documents in each
case shall mean the Contractor who executes each separate Town-Contractor Agreement.
§ 6.1.3 The Town shall provide for coordination of the activities of the Town's own forces and of
each separate contractor with the Work of the Contractor, who shall cooperate with them. The
Contractor shall participate with other separate contractors and the Town in reviewing their
construction schedules when directed to do so. The Contractor shall make any revisions to the
construction schedule deemed necessary after a joint review and mutual agreement. The
construction schedules shall then constitute the schedules to be used by the Contractor, separate
contractors and the Town until subsequently revised.
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Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
§ 6.2 MUTUAL RESPONSIBILITY
§ 6.2.1 The Contractor shall afford the Town and separate contractors reasonable opportunity for
introduction and storage of their materials and equipment and performance of their activities, and
shall connect and coordinate the Contractor's construction and operations with theirs as required
by the Contract Documents.
§ 6.2.2 If part of the Contractor's Work depends for proper execution or results upon construction
or operations by the Town or a separate contractor, the Contractor shall, prior to proceeding with
that portion of the Work, promptly report to the Architect/Engineer apparent discrepancies or
defects in such other construction that would render it unsuitable for such proper execution and
results. Failure of the Contractor so to report shall constitute an acknowledgment that the Town's
or separate contractor's completed or partially completed construction is fit and proper to receive
the Contractor's Work, except as to defects not then reasonably discoverable.
§ 6.2.3 The Town shall be reimbursed by the Contractor for costs incurred by the Town which
are payable to a separate contractor because of delays, improperly timed activities or defective
construction of the Contractor.
§ 6.2.4 The Contractor shall promptly remedy damage wrongfully caused by the Contractor to
completed or partially completed construction or to property of the Town or separate contractors
as provided in Section 10.2.5.
ARTICLE 7- CHANGES IN THE WORK/CLAIMS FOR ADDITIONAL COSTS
§ 7.1 CHANGE ORDER
§ 7.1.1 A Change Order is a written order to the Contractor signed by the Town, issued after
execution of the Contract, authorizing a change in the Work or an adjustment in the Contract
Sum or the Contract Time. The Contract Sum and the Contract Time may be changed only by
Change Order.
§ 7.1.2 The Town, without invalidating the Contract, may order changes in the Work within the
general scope of the Contract consisting of additions, deletions or other revisions, the Contract
Sum and the Contract Time being adjusted accordingly. All such changes in the Work shall be
authorized by Change Order, and shall be performed under the applicable conditions of the
Contract Documents and applicable General Laws.
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Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
§ 7.1.3 Upon request of the Town or the Architect/Engineer, the Contractor shall without cost to
the Town submit to the Architect/Engineer, in such form as the Architect/Engineer may require,
an accurate written estimate of the cost of any proposed extra Work or change. The estimate
shall indicate the quantity and unit cost of each item of materials, and the number of hours of
work and hourly rate for each class of labor, as well as the description and amounts of all other
costs chargeable under the terms of this Article. Unit labor costs for the installation of each item
of materials shall be shown if required by the Architect/Engineer. The Contractor shall promptly
revise and resubmit each estimate if the Architect/Engineer determines that it is not in
compliance with the requirements of this Article, or that it contains errors of fact or mathematical
errors. If required by the Architect/Engineer, in order to establish the exact cost of new Work
added or of previously required Work omitted, the Contractor shall obtain and furnish to the
Architect/Engineer bona fide proposals from recognized suppliers for furnishing any material
included in such Work. Such estimates shall be furnished promptly so as to occasion no delay in
the Work, and shall be furnished at the Contractor's expense. The Contractor shall state in the
estimate any extension of time required for the completion of the Work if the change or extra
work is ordered.
§ 7.1.4 The cost or credit to the Town resulting from a change in the Work shall be determined in
one or more of the following ways:
I. by mutual acceptance of a lump sum properly itemized and supported by sufficient
substantiating data to permit evaluation;
2. by unit prices stated in the Contract Documents or subsequently agreed upon;
3. by cost to be determined in a manner agreed upon by the parties and a mutually
acceptable fixed or percentage fee; or
4. by the method provided in Section 7.1.5.
§ 7.1.5 If none of the methods set forth in Section 7.1.4 is agreed upon, the Contractor, provided
he receives a written order signed by the Town, shall promptly proceed with the Work involved.
The cost of such Work shall then be determined by the Town on the basis of the reasonable
expenditures and savings of those performing the Work attributable to the change, including, in
the case of an increase in the Contract Sum, a reasonable allowance for overhead and profit. In
such case, and also under Section 7.1.4 above, the Contractor shall keep and present an itemized
accounting together with appropriate supporting data for inclusion in a Change Order. Unless
otherwise provided in the Contract Documents, cost shall be limited to the following: actual cost
of materials, including sales tax and cost of delivery; labor, including social security, old age and
unemployment insurance, and fringe benefits required by agreement or custom; workers' or
workmen's compensation insurance; bond premiums, and rental value of equipment and
machinery. Pending final determination of cost to the Town, payments on account shall be made
on the Town's Certificate for Payment. The amount of credit to be allowed by the Contractor to
the Town for any deletion or change which results in a net decrease in the Contract Sum will be
the amount of the actual net cost. When both additions and credits covering related Work or
substitutions are involved in any one change, the allowance for overhead and profit shall be
figured on the basis of the net increase, if any, with respect to that change.
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Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
§ 7.1.6 Unit prices shall be as stated in the Bid Form and the Contract shall include all costs of
the Contractor to the Town as listed in Section 7.1.5. No additional charges shall be allowed for
these items under any circumstances.
§ 7.2 CONCEALED CONDITIONS
§ 7.2.1 Should concealed conditions encountered in the performance of the Work below the
surface of the ground or should concealed or unknown conditions in an existing structure be at
variance with the conditions indicated by the Contract Documents, or should unknown physical
conditions below the surface of the ground or should concealed or unknown conditions in an
existing structure of an unusual nature, differing materially from those ordinarily encountered
and generally recognized as inherent in work of the character provided for in this Contract, be
encountered, the Contract Sum shall be equitably adjusted by Change Order upon claim by either
parry made within twenty days after the first observance of the conditions.
§ 7.3 MINOR CHANGES IN THE WORK
§ 7.3.1 The Town will have authority to order minor changes in the Work not involving an
adjustment in the Contract Sum or an extension of the Contract Time and not inconsistent with
the intent of the Contract Documents. Such changes shall be effected by written order, and shall
be binding on the Town and the Contractor. The Contractor shall carry out such written orders
promptly, regardless of whether it objects to an absence of adjustment in the Contract Time or
Contract Sum.
§ 7.4 CLAIMS FOR ADDITIONAL COSTS
§ 7.4.1 Definition. The word "Claim" shall mean a written demand by the Contractor for an
increase in the Contract Time or the Contract Sum. The Contractor is responsible for
substantiating its Claims. The word "Claim" shall not include claims by the Town. The Town
may withhold from the Contractor the value of any claims against the Contractor in accordance
with Massachusetts General Laws, including, but not limited to, Sections 39G and 39K of
Chapter 30.
§ 7.4.2 Time Limits on Claims. Contractor must initiate Claims within fourteen (14) calendar
days after occurrence of the event giving rise to such Claim by written notice to the
Architect/Engineer and the Town. Such written notice must (1) be signed by the Contractor; (2)
conspicuously identify on its face that the notice serves as a notice of claim; (3) explain in
sufficient detail the basis of the Claim; (4) identify the date of the event giving rise to such
Claim; and (5) state the exact dollar amount of the increase in the Contract Sum being requested,
if any, and the number of days extension to the Contract Time sought, if any. This notice shall
be given by the Contractor before proceeding to execute the Work, except in an emergency
endangering life or property. No such claim shall be valid unless so made.
§ 7.4.3 If the Contractor claims that additional cost is involved because of, but not limited to, (1)
any written interpretation by the Town, (2) any order by the Town to stop the Work where the
Contractor was not at fault, (3) any written order for a minor change in the Work issued or (4)
failure of payment by the Town, the Contractor shall make such claim as provided in this Section
7.4.
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Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
ARTICLE 8—TIME
§ 8.1 DEFINITIONS
§ 8.1.1 Unless otherwise provided, Contract Time is the period of time, including authorized
adjustments, allotted in the Contract Documents for Substantial Completion of the Work.
§ 8.1.2 The date of commencement of the Work is the date established in a notice to proceed. If
there is no notice to proceed, it shall be the date of the Town-Contractor Agreement or such other
date as may be established therein.
§ 8.1.3 The Date of Substantial Completion of the Work or designated portion thereof is the Date
certified by the Town when construction is substantially complete, in accordance with the
Contract Documents, other than only customary punch list items, the lack of or completion of
which will not interfere with the Town's use, so the Town can lawfully occupy and utilize the
Work or designated portion thereof for the use for which it is intended. The Date of Final
Completion of the Work is the date on which the Town issues its final Certificate for Payment in
accordance with Section 9.9 hereof.
§ 8.1.4 The term "day" as used in the Contract Documents shall mean calendar day unless
otherwise specifically defined.
§ 8.2 PROGRESS AND COMPLETION
§ 8.2.1 All time limits stated in the Contract Documents are of the essence of the Contract.
§ 8.2.2 The Contractor shall begin the Work on the date of commencement as defined in Section
8.1.2. He shall carry the Work forward expeditiously with adequate forces and shall achieve
Substantial Completion within the Contract Time, and Final Completion thereafter in accordance
with the provisions of the Contract Documents. If the Contractor fails to keep pace with the
construction schedule prepared pursuant to Section 4.9, as measured by the certificates for
payment issued by the Architect/Engineer, the Town may require the Contractor, at the
Contractor's sole cost, to accelerate the progress of the work by adding personnel or increasing
the hours of work or by other means acceptable to the Town.
§ 8.3 DELAYS AND EXTENSIONS OF TIME
§ 8.3.1 If the Contractor claims that he is delayed at any time in the progress of the Work by any
act or neglect of the Town or by any employee of the Town, or by any separate contractor
employed by the Town, or by changes ordered in the Work, or by labor disputes, fire,
unavoidable casualties, or any causes beyond the Contractor's or its Subcontractor's control, or
by delay authorized by the Town, then, provided such delay in no way results from the act or
neglect of the Contractor or any of its Subcontractors, the Contract Time may be extended by
Change Order for such reasonable time as the Town may determine.
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Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
§ 8.3.2 Any claim for extension of time shall be made in writing to the Town not more than
seven (7) days after the commencement of the delay; otherwise it shall be waived. In the case of
a continuing delay only one claim is necessary. The Contractor shall provide an estimate of the
probable effect of such delay on the progress of the Work.
§ 8.3.3 If no agreement is made stating the dates upon which interpretations of the Contract
Documents by the Architect/Engineer shall be furnished, then no claim for delay shall be
allowed on account of failure to furnish such interpretation until fifteen days after written request
is made for them, and not then unless such claim is reasonable.
§ 8.3.4 The Contractor hereby agrees that the Contractor shall have no claim for damages of any
kind against the Town on account of any delay in the commencement or performance of the
Work and/or any hindrance, delay or suspension of any portion of the Work, whether such delay
is caused by the Town, or otherwise, except as and to the extent expressly provided under
M.G.L. c.30, §390 in the case of written orders by the Town. The Contractor acknowledges that
the Contractor's sole remedy for any such delay and/or suspension will be an extension of time as
provided in this Article.
§ 8.4 LIQUIDATED DAMAGES
§ 8.4.1 It is expressly understood and agreed, by and between the Contractor and Town, that the
time for the completion of the Work described herein is a reasonable time for the completion of
same, taking into consideration the average climatic range and usual industrial and/or residential
conditions prevailing in this locality. If the said Contractor shall neglect, fail or refuse to
substantially complete the Work within the times herein specified, or any proper extension
thereof granted by the Town, then the Contractor does hereby agree, as a part consideration for
the awarding of this Contract, to pay to the Town the amount specified in the Agreement not as a
penalty but as liquidated damages for such breach of contract, for each and every calendar day
that the Contractor shall be in default after the time stipulated for completing the Work. The said
amount is fixed and agreed upon by and between the Contractor and the Town because of the
impracticability of fixing and ascertaining the actual damages the Town would in such event
sustain, and said amount is agreed to be the amount of damages which the Town would sustain
and said amount shall be deducted by the Town from periodic payments.
ARTICLE 9 -PAYMENTS AND COMPLETION
§ 9.1 CONTRACT SUM
§ 9.1.1 The Contract Sum is stated in the Agreement and, including authorized adjustments, is
the total amount payable by the Town to the Contractor for performance of the Work under the
Contract Documents.
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Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
§ 9.2 SCHEDULE OF VALUES
§ 9.2.1 Before the first Application for Payment, the Contractor shall submit to the
Architect/Engineer a schedule of values allocated to various portions of the Work, prepared in
such form and supported by such data to substantiate its accuracy as the Architect/Engineer may
require. This schedule, unless objected to by the Architect/Engineer, in which case it shall be
revised until acceptable to the Architect/Engineer shall be used as a basis for reviewing the
Contractor's Applications for Payment.
§ 9.3 APPLICATIONS FOR PAYMENT
§ 9.3.1 The Contractor shall submit to the Town an itemized Application for Payment supported
by such data substantiating the Contractor's right to payment as provided elsewhere in the
Contract Documents for the period ending the last day of each month within the Contract period.
The Application shall contain a separate line item or section for each subtrade category and a
listing of the amount paid to each subcontractor as of the date of the Application
§ 9.3.1.1 Such applications may not include requests for payment for portions of the Work for
which the Contractor does not intend to pay to a Subcontractor or material supplier, unless such
Work has been performed by others whom the Contractor intends to pay.
§ 9.3.2 Unless otherwise provided in the Contract Documents, payments may be made on
account of materials or equipment not incorporated in the Work but delivered and suitably stored
at the site and, if approved in advance by the Town, payments may similarly be made for
materials or equipment suitably stored at some other location agreed upon in writing. Payments
for materials or equipment stored on or off the site shall be conditioned upon submission by the
Contractor of bills of sale or such other procedures satisfactory to the Town to establish the
Town's title to such materials or equipment or otherwise protect the Town's interest, including
applicable insurance and transportation to the site for those materials and equipment stored off
the site. The Contractor shall assume responsibility to protect all such materials from loss or
damage at no cost to the Town, until they are finally incorporated into the Work, whether or not
they have been paid for by the Town.
§ 9.3.3 The Contractor warrants that title to all Work, materials and equipment covered by an
Application for Payment will pass to the Town either by incorporation in the construction or
upon the receipt of payment by the Contractor, whichever occurs first, free and clear of all liens,
claims, security interests or encumbrances, hereinafter referred to in this Article 9 as "liens"; and
that no Work, materials or equipment covered by an Application for Payment will have been
acquired by the Contractor, or by any other person performing Work at the site or furnishing
materials and equipment for the Project, subject to an agreement under which an interest therein
or an encumbrance thereon is retained by the seller or otherwise imposed by the Contractor or
such other person.
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Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
§ 9.4 CERTIFICATES FOR PAYMENT
§ 9.4.1 The Architect/Engineer will, within ten days after receipt of the Contractor's properly
completed and supported Application for Payment, either issue to the Town a Certificate for
Payment, with a copy to the Contractor, for such amount as the Architect/Engineer determines is
properly due, or notify the Contractor and Town in writing of the Architect/Engineer's reasons
for withholding certification in whole or in part as provided in Section 9.5.1.
§ 9.4.2 The issuance of a Certificate for Payment by the Architect/Engineer shall not be deemed
to represent that he has made exhaustive or continuous on-site inspections to check the quality or
quantity of the Work or that he has reviewed the construction means, methods, techniques,
sequences or procedures, or that he has made any examination to ascertain how or for what
purpose the Contractor has used the moneys previously paid on account of the Contract Sum.
§ 9.5 DECISIONS TO WITHHOLD CERTIFICATION
§ 9.5.1 The Town shall withhold its Payment in whole or in part, to the extent necessary
reasonably to protect itself. If the Town is unable to make payment in the amount of the
Application, he will notify the Contractor as provided in Section 9.4.1. If the Contractor and the
Town cannot agree on a revised amount, the Town will issue a Certificate for Payment for the
amount for which it determines is properly due. The Town may also decline to make payment
and the Architect/Engineer because of subsequently discovered evidence or subsequent
observations, may nullify the whole or any part of any Certificate for Payment previously issued,
to such extent as may be necessary in its opinion to the Town from loss because of-
.I defective work not remedied,
.2 third party claims filed or reasonable evidence indicating probable filing of such claims,
.3 failure of the Contractor to make payments properly to Subcontractors or for labor,
materials or equipment,
.4 reasonable evidence that the Work cannot be completed for the unpaid balance of the
Contract Sum,
.5 damage to the Town or another Contractor,
.6 reasonable evidence that the Work will not be completed within the Contract Time, or
.7 material failure to carry out the Work in accordance with the Contract Documents.
§ 9.5.2 When the above grounds in Section 9.5.1 are removed, payment shall be made for
amounts withheld because of them.
§ 9.6 PROGRESS PAYMENTS
§ 9.6.1 After the Architect/Engineer has issued a Certificate for Payment, the Town shall make
payment in the manner and within the time provided in General Laws Chapter 30, Section 39,
and the Contract Documents. The Town reserves the right to a 5% general retainage from each
progress payment, which retainage shall be released to the Contractor upon substantial
completion, less amounts properly allocated to punch list work and potential claims of the Town.
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Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
§ 9.6.2 The Contractor shall promptly pay each Subcontractor, upon receipt of payment from the
Town, out of the amount paid to the Contractor on account of such Subcontractor's portion of the
Work, the amount to which said Subcontractor is entitled, reflecting percentages actually
retained from payments to the Contractor on account of such Subcontractor's portion of the
Work.
§ 9.6.3 The Town shall not have any obligation to pay or to see to the payment of any moneys to
any Subcontractor except as may otherwise be required by law.
§ 9.6.4 No Certificate for a progress payment, nor any progress payment, nor any partial or entire
use or occupancy of the Project by the Town, shall constitute an acceptance of any Work not in
accordance with the Contract Documents.
§ 9.6.5 Notwithstanding the provisions of Section 9.6 all progress payments shall be made in
accordance with Chapter 30, Sections 39F, 39G and 39K(as appropriate) of the General Laws of
the Commonwealth of Massachusetts, as amended.
§ 9.7 SUBSTANTIAL COMPLETION
§ 9.7.1 When the Contractor considers that the Work, or a designated portion thereof which is
acceptable to the Town, is substantially complete as defined in Section 8.1.3, the Contractor shall
prepare for submission to the Town a list of items to be completed or corrected. The failure to
include any items on such list does not alter the responsibility of the Contractor to complete all
Work in accordance with the Contract Documents. When the Town on the basis of an inspection
determines that the Work or designated portion thereof is substantially complete, he will then
prepare a Certificate of Substantial Completion which shall establish the Date of Substantial
Completion, shall state the responsibilities of the Town and the Contractor for security,
maintenance, heat, utilities, damage to the Work, and insurance, and shall fix the time within
which the Contractor shall complete the items listed therein. Warranties required by the Contract
Documents shall commence on the Date of Substantial Completion of the Work or designated
portion thereof unless otherwise provided in the Certificate of Substantial Completion. The
Certificate of Substantial Completion shall be submitted to the Town and the Contractor for their
written acceptance of the responsibility assigned to them in such Certificate.
§ 9.7.2 Upon Substantial Completion of the Work or designated portion thereof and upon
application by the Contractor and Certification by the Architect/Engineer, the Town shall make
payment, reflecting adjustment in retainage, if any, for such Work or portion thereof as provided
in the Contract Documents.
§ 9.7.3 The Contractor shall complete and correct any incomplete or defective work within forty-
five (45) calendar days from the date of Substantial Completion.
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Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
§ 9.8 PARTIAL OCCUPANCY OR USE
§ 9.8.1 The Contractor agrees to the use and occupancy of the Project or any portion thereof
before Substantial Completion of the Work. The Town will cooperate with the Contractor with
respect to the completion of the Work by taking such reasonable steps as may be possible to
avoid interference with the Contractor's Work provided that they do not interfere with the proper
functioning of the facility. The Contractor shall not be responsible for wear and tear or damage
resulting solely from temporary occupancy. Use and occupancy of any part of the Work prior to
Substantial Completion shall not relieve the Contractor from maintaining the required payment
and performance bonds and insurance required by this Contract.
§ 9.9 FINAL COMPLETION AND FINAL PAYMENT
§ 9.9.1 Upon receipt of written notice that the Work is ready for final inspection and acceptance
and upon receipt of a final Application for Payment, the Architect/Engineer will make such
inspection and, when it finds the Work acceptable under the Contract Documents and the
Contract fully performed, it will issue a final Certificate for Payment stating that to the best of its
knowledge, information and belief, and on the basis of its observations and inspections, the
Work has been completed in accordance with the terms and conditions of the Contract
Documents and that the entire balance found to be due the Contractor, and noted in said final
Certificate, is due and payable. .
§ 9.9.2 Neither the final payment nor the remaining retained percentage shall become due until
the Contractor submits to the Town (1) an affidavit that all payrolls, bills for materials and
equipment, and other indebtedness connected with the Work for which the Town or his property
might in any way be responsible, have been fully paid or otherwise satisfied, (2) consent of
surety, if any, to final payment and (3), if required by the Town, other data establishing payment
or satisfaction of all such obligations, receipts, releases and waivers of liens arising out of the
Contract, to the extent and in such form as may be designated by the Town. If any Subcontractor
refuses to furnish a release or waiver required by the Town, the Contractor may furnish a bond
satisfactory to the Town to indemnify him against any such lien. If any such lien remains
unsatisfied after all payments are made, the Contractor shall refund to the Town all moneys that
the latter may be compelled to pay in discharging such lien, including all costs and reasonable
attorneys' fees.
§ 9.9.3 Acceptance of final payment by the Contractor, a Subcontractor or material supplier shall
constitute a waiver of claims by that payee except those previously made in writing and
identified by that payee as unsettled at the time of final Application for Payment.
§ 9.9.4 Notwithstanding anything in the Contract Documents to the contrary, final payment shall
be made in accordance with the requirements of G.L.c.30, §39K (building projects) or §39G
(public works projects), as amended.
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Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
ARTICLE 10 - PROTECTION OF PERSONS AND PROPERTY
§ 10.1 SAFETY PRECAUTIONS AND PROGRAMS
§ 10.1.1 The Contractor shall be responsible for initiating, maintaining and supervising all safety
precautions and programs in connection with the performance of the Contract.
§ 10.2 SAFETY OF PERSONS AND PROPERTY
§ 10.2.1 The Contractor shall take all reasonable precautions for safety of, and shall provide all
reasonable protection to prevent damage, injury or loss to:
.1 all employees on the Work and other persons who may be affected thereby;
.2 all the Work and materials and equipment to be incorporated therein, whether in storage
on or off the site, under care, custody or control of the Contractor or the Contractor's
Subcontractors or Sub-subcontractors; and
.3 other property at the site or adjacent thereto, such as trees, shrubs, lawns, walks,
pavements, roadways, structures and utilities not designated for removal, relocation or
replacement in the course of construction.
§ 10.2.2 The Contractor shall give all notices and comply with all applicable laws, ordinances,
rules, regulations and lawful orders of public authorities bearing on safety of persons or property
or their protection from damage, injury or loss.
§ 10.2.3 The Contractor shall erect and maintain, as required by existing conditions and
performance of the Contract, reasonable safeguards for safety and protection, including posting
danger signs and other warnings against hazards, promulgating safety regulations and notifying
Towns and users of adjacent sites and utilities.
§ 10.2.4 When use or storage of explosives or other hazardous materials or equipment or unusual
methods are necessary for execution of the Work, the Contractor shall exercise utmost care and
carry on such activities under supervision of properly qualified personnel.
§ 10.2.5 The Contractor shall promptly remedy all damage or loss to any property referred to in
Sections 10.2.1.2 and 10.2.1.3 caused in whole or in part by the Contractor, any Subcontractor,
any Sub-subcontractor, or anyone directly or indirectly employed by any of them, or by anyone
for whose acts any of them may be liable and for which the Contractor is responsible under
Sections 10.2.1.2 and 10.2.1.3., except damage or loss solely attributable to the acts or omissions
of the Town, the Engineer or anyone directly or indirectly employed by the Town or Engineer, or
by anyone for whose acts the Town or Engineer may be liable, and not attributable to the acts or
omissions of the Town, the Engineer or anyone directly or indirectly employed by them, or by
anyone for whose acts it may be liable, and not attributable to the fault or negligence of the
Contractor. The foregoing obligations of the Contractor are in addition to his obligation under
Section 4.13.
§ 10.2.6 The Contractor shall designate a responsible member of the Contractor's organization at
the site whose duty shall be the prevention of accidents. This person shall be the Contractor's
superintendent unless otherwise designated by the Contractor in writing to the Town and
Architect/Engineer.
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Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
§ 10.2.7 The Contractor shall not load or permit any part of the construction or site to be loaded
so as to endanger its safety.
§10.2.8 The Contractor shall at all times protect excavations, trenches, buildings and materials
from rain water, groundwater, backup or leakage of sewers, drains and other piping, and from
water of any other origin and shall remove promptly any accumulation of water. The Contractor
shall provide and operate all pumps, piping and other equipment necessary to this end.
§ 10.2.9 The Contractor shall remove snow and ice which might result in damage or delay.
§ 10.2.10 During the progress of the Work and at all times prior to the date of Substantial
Completion or occupancy of the Work by the Town, whichever is earlier, the Contractor shall
provide temporary heat, ventilation, and enclosure, adequate to permit the Work to proceed in a
timely fashion, and to prevent damage to completed Work or Work in progress, or to materials
stored on the premises.
§ 10.3 HAZARDOUS MATERIALS
§ 10.3.1 If the Contractor encounters or recognizes on the site any material known or reasonably
believed to be hazardous, including but not limited to asbestos or polychlorinated biphenyl
(PCB), the Contractor shall immediately stop Work in the area affected and report the condition
to the Town and Architect/Engineer in writing. The Contractor and the Town shall cooperate in
implementing measures to remove or contain said material and the Contractor shall comply with
all directions of the Architect/Engineer in the implementation of such removal or containment.
§ 10.4 EMERGENCIES
§ 10.4.1 In any emergency affecting the safety of persons or property, the Contractor shall act, at
his discretion, to prevent threatened damage, injury or loss. Any additional compensation or
extension of time claimed by the Contractor on account of emergency work shall be determined
as provided in Article 7 for Changes in the Work.
ARTICLE 11 -INSURANCE AND BONDS
§ 11.1 CONTRACTOR'S LIABILITY INSURANCE
§ 11.1.1 The Contractor shall purchase and maintain in a company or companies lawfully
authorized to do business in the jurisdiction in which the Project is located such insurance as will
protect the Contractor from claims set forth below which may arise out of or result from the
Contractor's operations under the Contract and for which the Contractor may be legally liable,
whether such operations be by the Contractor or by a Subcontractor or by anyone directly or
indirectly employed by any of them, or by anyone for whose acts any of them may be liable:
1. claims under workers' compensation, disability benefit and other similar employee
benefit acts which are applicable to the Work to be performed;
2. claims for damages because of bodily injury, occupational sickness or disease, or death of
the Contractor's employees;
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3. claims for damages because of bodily injury, sickness or disease, or death of any person
other than the Contractor's employees;
4. claims for damages insured by usual personal injury liability coverage;
5. claims for damages, other than to the Work itself, because of injury to or destruction of
tangible property, including loss of use resulting therefrom;
6. claims for damages because of bodily injury, death of a person or property damage
arising out of Township, maintenance or use of a motor vehicle;
7. claims for bodily injury or property damage arising out of completed operations; and
§ 11.1.2 The insurance required by Section 11.1.1 shall include all major divisions of coverage,
and shall be on a comprehensive general basis including Premises and Operations (including X-
C-U), Town's and Contractor's Protective, Products and Completed Operations, and Owned,
Non-owned, and Hired Motor Vehicles. Such insurance shall be written for not less than any
limits of liability required by law or those set forth in the Contract Documents, whichever is
greater.
All insurance shall be written on an occurrence basis, unless the Town approves in writing
coverage on a claims-made basis. Coverage's, whether written on an occurrence or claims-made
basis, shall be maintained without interruption from date of commencement of the Work until
date of final payment and termination of any coverage required to be maintained after final
payment. The Town shall be added as an Additional Insured on all policies.
Coverage for such liability insurance shall be provided by a company or companies reasonably
acceptable to the Town and authorized to do business in Massachusetts. Contractor shall furnish
to Town written confirmation as to the insurance carrier's most current financial ratings when it
submits certificates of insurance.
§ 11.1.3 Certificates of insurance acceptable to the Town shall be filed with the Town prior to
commencement of the Work. These certificates and the insurance policies required by this
Section 11.1 shall contain a provision that coverage's afforded under the policies will not be
canceled or allowed to expire until at least 30 days' prior written notice has been given to the
Town. If any of the foregoing insurance coverage's are required to remain in force after final
payment and are reasonably available, an additional certificate evidencing continuation of such
coverage shall be submitted with the final Application for Payment as required by Section
9.10.2. Information concerning reduction of coverage on account of revised limits or claims paid
under the General Aggregate, or both, shall be furnished by the Contractor with reasonable
promptness in accordance with the Contractor's information and belief. These certificates shall
set forth evidence of all coverage required by Section 11.1.1 and 11.1.2. The Contractor shall
furnish to the Town copies of any endorsements that are subsequently issued amending limits of
coverage.
§ 11.2 TOWN'S LIABILITY INSURANCE
§ 11.2.1 The Contractor shall procure and pay for an Town's policy of Town's protective
liability insurance insuring the Town and its officers, employees and agents against claims which
may arise from operations under the Contract or relating thereto.
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§ 11.3 PROPERTY INSURANCE
§ 11.3.1 The Contractor shall purchase and maintain property insurance upon the entire Work at
the site to the full insurable value thereof. Coverage for such liability insurance shall be provided
by a company or companies reasonably acceptable to the Town and which have, and shall
maintain throughout the pendency of this contract, a minimum financial rating of not less than
A+ according to A.M. Best or AAA according to Moody's. Contractor shall furnish to Town
written confirmation as to the insurance carrier's most current financial ratings when it submits
the Certificate of Insurance. Such insurance shall include the interests of the Town, the
Contractor, Subcontractors and Sub-subcontractors in the work and shall insure against the perils
of fire and extended coverage and shall include "all risks" insurance for physical loss or damage
including without duplication, theft, vandalism and malicious mischief. This insurance shall also
cover portions of the Work stored off the site or in transit. If this insurance is written with
stipulated amounts deductible, the Town shall not be responsible for any difference between the
payments made by the insurance carrier and the claim. The policy shall contain a provision that
coverage's afforded under policies will not be canceled or allowed to expire until at least 30
days' written notice has been given to the Town. The Town shall be named insured within the
policy.
§ 11.3.2 The Contractor shall pay Subcontractors their just shares of insurance proceeds received
by the Contractor, and by appropriate agreements, written where legally required for validity,
shall require Subcontractors to make payments to their Sub-subcontractors in similar manner.
§ 11.3.3 The Town shall have the power to adjust and settle with its insurers any loss for which it
has obtained insurance.
§ 11.3.4 Upon the occurrence of an insured loss, the Town and the Contractor shall cooperate
with each other and with each other's insurer in the submission of claims and related information
and the distribution of any insurance proceeds. If after such a loss no other special agreement is
made, replacement of damaged work shall be covered by an appropriate change order.
§ 11.4 MINIMUM AMOUNT OF INSURANCE
§ 11.4.1 In no case shall the limits of liability for the insurance required by this section be less
than specified in the Supplemental General Conditions.
§ 11.5 PERFORMANCE BOND AND PAYMENT BOND
§ 11.5.1 The Contractor shall furnish a Performance Bond in an amount at least equal to one
hundred percent (100%) of the Contract price as security for the faithful performance of this
Contract and also a Payment Bond in an amount not less than one hundred percent (100%) of the
Contract price as security for the payment of all persons performing labor on the project under
this Contract and furnishing materials in connection with this Contract. The Performance Bond
and the Payment Bond may be in one or in separate instruments in accordance with local law,
and in a form acceptable to the Town, and shall remain in effect through the one-year warranty
period.
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ARTICLE 12 -UNCOVERING AND CORRECTION OF WORK
§ 12.1 UNCOVERING OF WORK
§ 12.1.1 If any portion of the work should be covered contrary to the request of the Town or to
requirements specifically expressed in the Contract Documents, it must, if required in writing by
the Town,be uncovered for his observation and shall be replaced at the Contractor's expense.
§ 12.1.2 If any other portion of the Work has been covered which the Town has not specifically
requested to observe prior to being covered, the Town may request to see such Work and it shall
be uncovered by the Contractor. If such Work be found in accordance with the Contract
Documents, the cost of uncovering and replacement shall, by appropriate Change Order, be
charged to the Town. If such Work be found not in accordance with the Contract Documents,
the Contractor shall pay such costs unless it be found that this condition was caused by the Town
or a separate contractor as provided in Article 6, in which event the Town shall be responsible
for the payment of such costs. The Contractor shall bear the cost of any loss, or damages to the
Town resulting from such failure or defect.
§ 12.2 CORRECTION OF WORK
§ 12.2.1 The Contractor shall promptly correct all Work rejected by the Town as defective or as
failing to conform to the Contract Documents whether observed before or after Substantial
Completion and whether or not fabricated, installed or completed. The Contractor shall bear all
costs of correcting such rejected Work, including compensation for the Town's additional
services made necessary thereby.
§ 12.2.2 The Contractor shall provide a document to the Town certifying that if within one year
after the Date of Substantial Completion of the Work or designated portion thereof or within one
year after acceptance by the Town of designated equipment or within such longer period of time
as may be prescribed by law or by the terms of any applicable special warranty required by the
Contract Documents, any of the Work is found to be defective or requiring excessive service or
maintenance or not in accordance with the Contract Documents, the Contractor shall correct it
within seven (7) days after receipt of a written notice from the Town to do so unless the Town
has previously given the Contractor a written acceptance of such approval, which written
acceptance shall specifically refer to such defect. This obligation shall survive termination of the
Contract. The Town shall give such notice reasonably promptly after discovery of the condition.
The provisions of this paragraph are in addition to, and not in limitation of, the Town's other
rights and remedies hereunder and in law and equity.
§ 12.2.3 The Contractor shall remove from the site all portions of the Work which are defective
or non-conforming and which have not been corrected under Sections 4.5.1, 12.2.1 and 12.2.2,
unless removal is waived by the Town in writing.
§ 12.2.4 If the Contractor fails to correct defective or nonconforming Work as provided in
Sections 4.5.1, 12.2.1 and 12.2.2 the Town may correct it in accordance with Section 3.4.
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§ 12.2.5 If the Contractor does not proceed with the correction of defective or non-conforming
Work within a reasonable time fixed by written notice from the Town, the Town may remove it
and may store the materials or equipment at the expense of the Contractor. If the Contractor
does not pay the cost of such removal and storage within ten days thereafter, the Town may upon
ten additional days' written notice sell such Work at auction or at private sale and shall account
for the net proceeds thereof, after deducting all the costs that should have been borne by the
Contractor, including compensation for the Town's additional services made necessary thereby.
If such proceeds of sale do not cover all costs which the Contractor should have borne, the
difference shall be charged to the Contractor and an appropriate Change Order shall be issued. If
the payments then or thereafter due the Contractor are not sufficient to cover such amount, the
Contractor shall pay the difference to the Town.
§ 12.2.6 The Contractor shall bear the cost of making good all work of the Town or separate
contractors destroyed or damaged by such correction or removal.
§ 12.2.7 Nothing contained in this Section 12.2 shall be construed to establish a period of
limitation with respect to any other obligation which the Contractor might have under the
Contract Documents, including Section 4.5 hereof. The establishment of the time period of one
year after the Date of Substantial Completion or such longer period of time as may be prescribed
by law or by the terms of any warranty required by the Contract Documents relates only to the
specific obligation of the Contractor to correct the Work, and has no relationship to the time
within which his obligation to comply with the Contract Documents may be sought to be
enforced, nor to the time within which proceedings may be commenced to establish the
Contractor's liability with respect to his obligation other than specifically to correct the Work.
§ 12.3 ACCEPTANCE OF NONCONFORMING WORK
§ 12.3.1 If the Town prefers to accept defective or nonconforming Work, he may do so instead of
requiring its removal and correction, in which case a Change Order will be issued to reflect a
reduction in the Contract Sum where appropriate and equitable. Such adjustment shall be
effected whether or not final payment has been made.
ARTICLE 13 -MISCELLANEOUS PROVISIONS
§ 13.1 GOVERNING LAW
§ 13.1.1 The Contract shall be governed by the law of the Commonwealth of Massachusetts. All
applicable provisions of Federal, state, or local laws, by-laws, rules, or regulations are
incorporated into the Contract as if fully set forth herein.
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§ 13.2 SUCCESSORS AND ASSIGNS
§ 13.2.1 The Town and the Contractor each bind himself, his partners, successors, assigns and
legal representatives to the other party hereto and to the partners, successors, assigns and legal
representatives of such other party in respect to all covenants, agreements and obligations
contained in the Contract Documents. The Contractor shall not assign the Contract or sublet it as
a whole without the written consent of the Town, nor shall the Contractor assign any moneys due
or to become due to him hereunder, without the previous written consent of the Town.
§ 13.3 WRITTEN NOTICE
§ 13.3.1 Written notice shall be deemed to have been duly served if delivered in person to the
individual or a member of the firm or entity or to an officer of the corporation for which it was
intended, or if delivered at or sent by registered or certified mail to the last business address
known to the party giving notice.
§ 13.4 RIGHTS AND REMEDIES
§ 13.4.1 Duties and obligations imposed by the Contract Documents and rights and remedies
available thereunder shall be in addition to and not a limitation of duties, obligations, rights and
remedies otherwise imposed or available by law.
§ 13.4.2 No action or failure to act by the Town or Architect/Engineer shall constitute a waiver
of a right or duty afforded them under the Contract, nor shall such action or failure to act
constitute approval of or acquiescence in a breach thereunder, except as may be specifically
agreed in writing.
§ 13.5 TESTS AND INSPECTIONS
§ 13.5.1 If the Contract Documents, laws, ordinances, rules, regulations or orders of any public
authority having jurisdiction require any portion of the Work to be inspected, tested or approved,
the Contractor shall give the Town timely notice of its readiness so the Town may observe such
inspection, testing or approval. The Contractor shall bear all costs of such inspections, tests or
approvals conducted by public authorities which are normal and customary for the type of work
required by the Contract. Unless otherwise provided, the Town shall bear all costs of other
inspections, tests or approvals. All testing methods, organizations, and personnel shall be
approved by the Town before the start of testing Work, without regard to what party will
ultimately pay for such Work.
§ 13.5.2 If the Town determines that any Work requires special inspection, testing, or approval
which Section 13.5.1 does not include, it will instruct the Contractor to order such special
inspection, testing or approval, and the Contractor shall give notice as provided in Section
13.5.1. If such special inspection or testing reveals a failure of the Work to comply with the
requirements of the Contract Documents, the Contractor shall bear all costs thereof, including
compensation for the Town's additional services made necessary by such failure; otherwise the
Town shall bear such costs, and an appropriate Change Order shall be issued.
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§ 13.5.3 Required certificates of inspection, testing or approval shall be secured by the
Contractor and promptly delivered by him to the Town.
§ 13.5.4 The Contractor shall obtain and deliver promptly to the Architect/Engineer any
occupancy permit and any certificates of final inspection of any part of the Contractor's work and
operating permits for any mechanical apparatus, such as elevators, escalators, boilers, air
compressors, etc., which may be required by law to permit full use and occupancy of the
premises by the Town. Receipt of such permits or certificates by the Architect/Engineer shall be
a condition precedent to Substantial Completion of the Work.
§ 13.5.5 Tests or inspections conducted pursuant to the Contract Documents shall be made
promptly to avoid unreasonable delay in the Work.
§ 13.6 LIMITATION OF LIABILITY
§ 13.6.1 The Town shall be liable, if ever, only to the extent of its interest in the Project; and no
officer, director, partner, agent or employee of the Town shall ever be personally or individually
liable with respect to this Contract or the Work. Each Subcontract shall include the foregoing
limitation, which shall be effective if the Town ever succeeds to the Contractor's rights and
obligations under a Subcontract.
§ 13.7 DEFENSE OF SUITS
§ 13.7.1 The Contractor shall be responsible for, and shall defend and pay all costs, attorneys'
fees and liabilities, both direct and indirect, as a result of litigation arising out of this Contract.
§ 13.7.2 Neither final acceptance nor occupation of the premises by the Town shall relieve the
Contractor of responsibility for all claims for labor, materials, and equipment arising out of this
Contract.
§ 13.7.3 The Contractor shall indemnify and hold harmless the Town and the Architect/Engineer
and their agents and employees from and against all claims, damages, losses, and expenses
including attorneys' fees arising out of or resulting from the performance of the work.
ARTICLE 14 - TERMINATION OR SUSPENSION OF THE CONTRACT
§ 14.1 TERMINATION BY THE CONTRACTOR
§ 14.1.1 The Contractor may terminate the Contract if the Work is stopped for a period of 30
consecutive days through no act or fault of the Contractor or a Subcontractor, Sub-subcontractor
or their agents or employees or any other persons or entities performing portions of the Work
under direct or indirect contract with the Contractor, for the following reason:
1. because the Architect/Engineer has not issued a Certificate for Payment and has not
notified the Contractor of the reason for withholding certification as provided in Section
9.4.1, or because the Town has not made payment on a Certificate for Payment properly
issued within the time stated in the Contract Documents
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§ 14.1.2 If one the above reason exists, the Contractor may, upon seven additional days written
notice to the Town and Architect/Engineer, terminate the Contract and recover from the Town
payment for the Work executed and for all materials or equipment not incorporated in the Work,
but delivered and suitably stored at the site. The payment for materials or equipment stored at
the site shall be conditioned upon submission by the Contractor of bills of sale or such other
evidence as is satisfactory to the Town to establish the Town's title to such material or equipment
or otherwise protect the Town's interest.
§ 14.2 TERMINATION BY THE TOWN FOR CAUSE
§ 14.2.1 The Town may without prejudice to any other right or remedy deem this Contract
terminated for cause if any of the following defaults shall occur and not be cured within ten (10)
days after the giving of notice thereof by the Town to the Contractor and any surety that has
given bonds in connection with this Contract:
1. The Contractor has filed a petition, or a petition has been filed against the Contractor with
its consent, under any federal or state law concerning bankruptcy, reorganization,
insolvency or relief from creditors, or if such a petition is filed against the Contractor
without its consent and is not dismissed within sixty (60) days; or if the Contractor is
generally not paying its debts as they become due; or if the Contractor becomes
insolvent; or if the Contractor consents to the appointment of a receiver, trustee,
liquidator, custodian or the like of the Contractor or of all or any substantial portion of its
assets and such appointment or possession is not terminated within sixty (60) days; or if
the Contractor makes an assignment for the benefit of creditors;
2. The Contractor refuses or fails, except in cases for which extension of time is provided
under this Contract's express terms, to supply enough properly skilled workers or proper
materials to perform its obligations under this Contract, or the Architect/Engineer has
determined that the rate of progress required for the timely completion of the Work is not
being met;
3. The Contractor fails to make prompt payment to Subcontractors or for materials,
equipment, or labor;
4. All or a part of the Work has been abandoned;
5. The Contractor has sublet or assigned all or any portion of the Work, the Contract, or
claims thereunder, without the prior written consent of the Town, except as expressly
permitted in this Contract;
6. The Contractor has failed to comply with any applicable Laws, regulations or
government orders;
7. The Contractor fails to maintain, or provide to the Town evidence of the insurance or
bonds required by this Contract, or
8. The Contractor has failed to prosecute the Work or any portion thereof to the standards
required under this Contract or has otherwise breached any material provision of this
Contract.
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§ 14.2.2 The Town shall give the Contractor and any surety notice of such termination for cause,
but the giving of notice of such termination shall not be a condition precedent or subsequent to
the termination's effectiveness. In the event of such termination, and without limiting any other
available remedies, the Town may, at its option:
1. hold the Contractor and its sureties liable in damages for a breach of Contract;
2. notify the Contractor to discontinue all work, or any part thereof, and the Contractor shall
discontinue all work, or any part thereof, as the Town may designate;
3. complete the Work, or any part thereof, and charge the expense of completing the Work
or part thereof, to the Contractor;
4. require the surety or sureties to complete the Work and perform all of the Contractor's
obligations under this Contract.
§ 14.2.3 If the Town elects to complete all or any portion of the Work as specified in Section
14.2.2.3 above, it may take possession of all materials, equipment, tools, machinery, implements
at or near the Site owned by the Contractor and finish the Work at the Contractor's expense by
whatever means the Town may deem expedient; and the Contractor shall cooperate at its expense
in the orderly transfer of the same to a new contractor or to the Town as directed by the Town. In
such case the Town shall not make any further payments to the Contractor until the Work is
completely finished. The Town shall not be liable for any depreciation, loss or damage to said
materials, machinery, implements or tools during said use and the Contractor shall be solely
responsible for their removal from the site of the Work after the Town has no further use for
them. Unless so removed within fifteen days after notice to the Contractor to do so, they may be
sold at public auction, and the proceeds credited to the Contractor's account; or they may, at the
option of the Town, be stored at the Contractor's expense subject to a lien for the storage
charges.
§ 14.2.4 Damages and expenses incurred under Section 14.2.2 above shall include, but not be
limited to, costs for the design or extra engineering services and Project Manager services
required, in the opinion of the Town, to successfully inspect and administer the construction
contract through final completion of the Work
§ 14.2.5 Expenses charged under Section 14.2.2 above may be deducted and paid by the Town
out of any moneys then due or to become due the Contractor under this Contract.
§ 14.2.6 All sums damages, and expenses incurred by the Town to complete the Work shall be
charged to the Contractor. In case the damages and expenses charged are less than the sum that
would have been payable under this Contract if the same had been completed by the Contractor,
the Contractor shall be entitled to receive the difference. In case such expenses shall exceed the
said sum, the Contractor shall pay the amount of the excess to the Town.
§ 14.3 TERMINATION BY THE TOWN FOR CONVENIENCE
§ 14.3.1 The Town may terminate this Contract for convenience even though the Contractor is
not in default by giving notice to the Contractor specifying in said notice the date of termination.
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§ 14.3.2 In the event that the Contract is terminated pursuant to Section 14.1, the Contractor shall
be reimbursed in accordance with the Contract Documents for all Work performed up to the
termination date, and for all materials or equipment not incorporated in the Work, but delivered
and suitably stored at the site. Payment for materials or equipment stored at the site shall be
conditioned upon submission by the Contractor of bills of sale or such other evidence as is
satisfactory to the Town to establish the Town's title to such material or equipment or otherwise
protect the Town's interest. The payment provided in this section shall be considered to fully
compensate the Contractor for all claims and expenses and those of any consultants,
Subcontractors, and suppliers, directly or indirectly attributable to the termination, including any
claims for lost profits.
§ 14.3.3 Upon termination of this Contract for convenience as provided in Section 14.3.1 of this
Article, the Contractor shall: (1) stop the Work; (2) stop placing orders and Subcontracts in
connection with this Contract; (3) cancel all existing orders and Subcontracts; (4) surrender the
site to the Town in a safe condition; (5) transfer to the Town all materials, supplies, work in
process, appliances, facilities, equipment and machinery of this Contract, and all plans,
Drawings, specifications and other information and documents used in connection with this
Contract.
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Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work Phase I Contract No.2020-025
SECTION 00800
SUPPLEMENTAL GENERAL CONDITIONS
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
SUPPLEMENTAL CONDITIONS INTRODUCTION
The following Supplementary General Conditions shall modify, change, delete from or add to
Section 00700 GENERAL CONDITIONS. Where any Subsection of the General Conditions is
modified or any Article Paragraph, Subparagraph or Clause thereof is modified or deleted by
these Supplemental General Conditions, the unaltered provisions of that Article, Paragraph,
Subparagraph or Clause shall remain in effect.
The General Conditions, Supplementary General Conditions and Special Conditions are
complementary and shall be read together. Insofar as these Sections cannot be reconciled, the
Special Conditions take precedence over all other conditions, and the Supplementary General
Conditions take precedence over the General Conditions.
SUPPLEMENTAL CONDITIONS TO ARTICLE 1
Add the following Sub-Sections to§L I DEFINITIONS:
§ SC 1.1.6 OWNER - The Town of Watertown and all Departments responsible for the
execution of this contract.
§ SC 1.1.7 AWARDING AUTHORITY- same definition as OWNER.
§ SC 1.1.8 BIDDER-Any person, firm or corporation submitting a BID for the work.
§ SC 1.1.9 FINAL COMPLETION - The work has been fully completed and ready for its
intended use as required by Contract Documents and to the satisfaction of ENGINEER and
OWNER, and CONTRACTOR's other obligations under the Contract Documents have been
fulfilled. If a tentative list of items to be completed or corrected was issued with a certificate by
Substantial Completion or issued subsequent thereto, such items shall be completed or corrected
before work is considered fully completed."
§ SC 1.1.10 STANDARD SPECIFICATION - Massachusetts Department of Transportation
Standard Specifications for Highways and Bridges, latest edition and all addendums,
supplemental specifications and errata.
§ SC 1.1.11 STANDARD DETAILS - Massachusetts Department of Transportation Standard
Construction Details, Mast Arm Details Standard Drawings, Standard Drawings for Traffic
Signals and Highway Lighting latest edition and all addendums, supplemental specifications and
errata.
§ SC 1.1.12 MUTCD - Manual on Uniform Traffic Control Devices 2012.
§ SC 1.1.13 ENGINEER- Town of Watertown, Department of Public Works Superintendent or
his authorized agent, representative, Resident Project Representative (RPR) inspector or resident
engineer.
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§ SC 1.1.14 DESIGNER-WorldTech Engineering, LLC.
§ SC 1.1.15 WORK WEEK - The CONTRACTOR shall work during a normal eight (8) hour
day, five (5) day week (Monday through Friday) excluding holidays as defined in the wage rate
decision. Work at other times, including nights and weekends, shall be at the option of, and only
with written approval of, the OWNER.
§ SC 1.1.16 SUBSTANTIAL COMPLETION - The CONTRACTOR shall not be given
phased or staged substantial completion as equipment is started up and operated. All new
equipment which is installed under this Contract, whether operating or not, shall remain in the
full control and responsibility of the CONTRACTOR until the entire project reaches substantial
completion.
SUPPLEMENTAL CONDITIONS TO ARTICLE 3
Add the following Sub-Sections to§3.1 DEFINITION.•
§ SC 3.1.1 SUBSTANTIAL COMPLETION ENGINEER shall furnish a Resident Project
Representative (RPR), assistants and other field staff to assist ENGINEER in observing
performance of the Work of the CONTRACTOR.
Through more extensive on-site observations of the Work in progress and field checks of
materials and equipment by the RPR and assistants, ENGINEER shall endeavor to provide
further protection for the OWNER against defects and deficiencies in the Work; but, the
furnishing of such services will not make the ENGINEER responsible for or give ENGINEER
control over construction means, methods, techniques, sequences or procedures or for safety
precautions or programs, or responsibility for CONTRACTOR'S failure to perform the Work in
accordance with the Contract Documents.
The duties and responsibilities of the RPR are limited to those of ENGINEER in ENGINEER'S
agreement with the OWNER and in the construction Contract Documents, and are further limited
and described as follows:
1. General
RPR is ENGINEER'S agent at the site, will act as directed by and under the
supervision of the ENGINEER and will confer with ENGINEER regarding RPR'S
actions. RPR'S dealings in matters pertaining to the on-site Work shall in general
be with ENGINEER and CONTRACTOR, keeping OWNER advised as necessary.
RPR'S dealings with subcontractors shall only be through or with the full
knowledge and approval of the CONTRACTOR. RPR shall generally
communicate with OWNER with the knowledge of and under the direction of the
ENGINEER.
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2. Review of Work, Rejection of Defective Work, Inspections and Tests:
a. Conduct on-site observations of the Work in progress to assist ENGINEER in
determining if the Work in general is proceeding in accordance with the
Contract Documents.
b. Report to ENGINEER whenever RPR believes that any work is
unsatisfactory, faulty or defective or does not conform to the Contract
Documents, or has been damaged, or does not meet the requirements of any
inspection, test or approval required to be made; and advise ENGINEER of
Work that RPR believes should be corrected or rejected or should be
uncovered for observation, or requires special testing, inspection or approval.
c. Verify that tests, equipment and systems start-ups and operating and
maintenance training are conducted in the presence of appropriate personnel,
and that CONTRACTOR maintains adequate records thereof; and observe,
record and report to ENGINEER appropriate details relative to the test
procedures and start-ups.
d. Accompany visiting inspectors representing public or other agencies having
jurisdiction over the Project, record the results of these inspections and report
to ENGINEER.
e. Before ENGINEER issues a Certificate of Substantial Completion, submit to
CONTRACTOR a list of observed items requiring completion or correction.
f. Conduct final inspection in the company of ENGINEER, OWNER and
CONTRACTOR and prepare a final list of items to be completed or corrected.
g. Observe that all items on final list have been completed or corrected and make
recommendations to ENGINEER concerning acceptance.
SUPPLEMENTAL CONDITIONS TO ARTICLE 4
Add the following paragraph to Section 4.3.1:
This Project is subject to the Contract Work Hours and Safety Standards Act. The Contract Work
Hours and Safety Standards Act (40 USC 327 et seq) and the regulations of the Department of
Labor under 29 CFR Part 5 require contractors and subcontractors to pay wages to laborers and
mechanics on the basis of an eight hour work day and 40 hour work week and to pay at least time
and a half for work performed in excess of these time limitations. Also, the Act prohibits
contractors and subcontractors from requiring laborers and mechanics to work in hazardous,
unsanitary or dangerous conditions (see 29 CFR Part 1926).
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Add the following paragraph to Section 4.S.4:
Wherever it may be written that an equipment manufacturer must have a specified period of
experience with his product, equipment which does not meet the specified experience period can
be considered if the equipment supplier or manufacturer is willing to provide a bond or cash
deposit for the duration of the specified time period which will guarantee replacement of that
equipment in the event of failure.
Add the following sub paragraph to Section 4.8:
§ 4.8.4 The Contractor shall provide the Town with the name and telephone number of the
project superintendent and an emergency telephone number where he can be reached 24 hours
per day for the duration of the construction period. The designated and approved
superintendent shall be on site daily during any time that the contractor or any of the
contractor's sub-contractors are working and shall be authorized to instruct all personnel
working on the project.
Change the first sentence of section 4.9.1 to the following sentences:
The Contractor shall within 10 days after receipt of Notice to Proceed, submit to the DPW
Superintendent for approval a submittals schedule for all materials and equipment required for
this Project. The Contractor shall review the construction schedule with the DPW weekly on
Fridays and any updates or modifications to the schedule shall be submitted by noon the
next Monday. The approved project schedule shall be submitted with the periodic payment
requests. Payment requests will not be processed without this schedule.
The contractor shall provide notice via email at least 24 hours in advance, to the Resident
Project Representative and Watertown Highway Superintendent of any cancellations
expected or emergency alterations made in the schedule provided.
Add the following paragraph to paragraph 4.11.5:
It is the CONTRACTOR'S responsibility to prepare, coordinate and review all submittals prior to
delivery to the ENGINEER. The ENGINEER will review each submittal and the first resubmittal
without cost to the CONTRACTOR. The CONTRACTOR, however, shall reimburse the
OWNER for all reasonable costs associated with the ENGINEER'S and his consultant's review
of each subsequent resubmittal. For the purpose of this paragraph only, submittals include,
Product Data Catalog Cuts and Samples.
Add the following Sections to Article 4:
§ 4.18 TRAFFIC MANAGEMENT
The Contractor shall follow approved traffic management procedures. All proposed work zones
shall be delineated with temporary traffic signs and channelization devices provided and installed
in accordance with the Massachusetts Department of Transportation Standards for Work Zone
Safety Guidelines for Municipalities and Contractors. Unless traffic management plans are
outlined in this contract. If specific traffic management plans are provided the contract set and
the Contractor proposes deviates from any traffic management plan contained herein, the
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Contractor shall submit his revised traffic management plans to the DPW Superintendent for
approval.
The Contractor shall give notice to the DPW Superintendent at least 48 hours in advance of
beginning any work affecting the maintenance of traffic and shall not proceed with surfacing
operations without specific notice to, and the approval of,the DPW Superintendent.
Any traffic detours proposed by the Contractor shall be subject to approval by the DPW
Superintendent. All proposed traffic detours shall be submitted 2 weeks before the intended
implementation date. Any detours or changes in normal traffic patterns or road closures shall be
coordinated by the contractor with the Town of Watertown Fire Department and Police
Department.
The Contractor shall provide a detour map indicated the proposed route of the detoured traffic,
all proposed signs, the proposed hours of operation, the proposed location of detail officers and
barricades.
Traffic police for use under this contract shall be paid for by the Contractor on an hourly basis
and shall be reimbursable by the Owner.
§ 4.19 DRAINAGE/WATERWORK
Any work needed to resolve a conflict of existing Town owned drainage or water systems shall
not be performed without approval of the DPW Superintendent. All proposed drainage or water
work shall be performed only as noted on the plans or approved by the DPW Superintendent
during construction.
No separate payment will be made for the maintenance of the existing drainage system by
diversion or pumping or for plugging of pipes, but all costs in connection therewith shall be
included in the unit prices bid for the various Contract items.
§ 4.20 WATER FOR CONSTRUCTION PURPOSES
Temporary water connections for construction purposes shall be done in accordance with the
rules and regulations of the Massachusetts Department of Environmental Protection and the
Town of Watertown Department of Public Works. The Contractor is required to provide a
backflow preventer meeting the Town of Watertown standards and obtain a permit from the
Department of Public Works before tapping into any hydrant within the Town.
The Town will provide water for construction purposes when water restrictions are not in force. If
water restrictions are in force the Contractor, at his own expense, shall supply his own source of
water for construction purposes.
The approval of the Department of Public Works shall be obtained before water from the Town's
water distribution system is used. Waste of water by the Contractor shall be sufficient cause for
withdrawing the privilege of use.
The Town will suspend the work for any violation of this provision. It shall be the
Contractor's responsibility to ensure that all subcontractors likewise understand and comply with
this provision.
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The Contractor shall be provided with water for flushing, testing and chlorinating water mains, at
no cost, but only once for each section of pipe. Any water required for additional flushing,
testing and rechlorination shall be billed to the Contractor at the prevailing rates, and this sum of
money shall be paid by the Contractor upon receipt of a billing by the Owner.
The Owner may at his option deduct such amounts of money from periodic estimates for
payment.
§ 4.21 ENVIRONMENTAL PROTECTION
It shall be the Contractor's responsibility to comply with all environmental policies. The
Contractor shall be responsible for obtaining any necessary permits in relation thereto. The
Contractor shall operate only in those areas approved by the DPW Superintendent and shall
provide protective measures called for in various contract items or at the direction of the DPW
Superintendent. All protective measures shall be maintained by the Contractor until removal is
approved by the DPW Superintendent or at the end of the Project.
The Contractor shall maintain all construction and storage areas free of debris and trash.
The Contractor shall be responsible for restoration of disturbed areas as provided for in the
various Items. Any damage to areas not approved by the DPW Superintendent shall be restored
at the Contractor's expense. Should the Contractor fail to make the necessary repairs the Town
may make such repairs and backcharge them against the Contractor.
Daily maintenance and fueling of equipment shall be conducted awav from all wetlands resource
areas. The Contractor shall have sufficient materials on hand to control and clean uv any
spillage. In the event of an accidental spillage within any wetland area, the Contractor shall take
immediate action to prevent contamination of wetland areas; he shall cease operations and notify
the DPW Superintendent. The cost of cleanup of any contamination shall be the responsibility of
the Contractor. Maintenance and repair other than daily requirement shall be done off-site at the
Contractor's own facility or service yard.
From time to time the site may be visited or inspected by Local, State or Federal agencies
responsible for protection of the environment. The Contractor shall cooperate with the
representatives and shall not hinder or impede their work.
All protective measures shall be paid for in the costs of the various items.
The Contractor shall provide for removal of dirt spilled from his trucks on existing pavement
over which it is hauled or otherwise deposited whenever in the judgment of the DPW
Superintendent the accumulation is sufficient to cause the formation of mud or dust or interfere
with drainage.
The Contractor shall provide positive methods and apply dust control materials to minimize
raising dust from construction operations. The Contractor shall provide positive means to prevent
air-borne dust from dispersing into the atmosphere. No separate payment will be made for this
work, but all costs in connection therewith shall be included in the prices bid for various contract
items.
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The Contractor shall provide weekly power-sweeping of streets and gutters and daily sweeping
of sidewalks within Limits of Work. No separate payment will be made for this work, but all
costs in connection therewith shall be included in the prices bid for various contract items.
The Contractor shall provide sanitary facilities for the use of workers at the site and shall insure
that they are maintained in a clean condition. The contents shall be removed and disposed of in a
satisfactory manner as the occasion requires. The sanitary conveniences shall be the obligation
and responsibility of the Contractor.
§ 4.22 MAINTAINING DRAINAGE SYSTEMS
The Contractor shall maintain the drainage system in the project areas to provide continual
drainage of the traveled ways and construction area. All pipes and structures installed as part of
this Contract shall be left in a clean and operable condition at the completion of the work.
No separate payment will be made for the maintenance of the existing drainage system for
diverting or pumping or for plugging of pipes, but all costs in connection therewith shall be
included in the unit prices bid for the various Contract items.
§ 4.23 SITE INVESTIGATION
The Contractor shall satisfy him/herself as to the conditions existing within the project area, the
type of equipment required to perform the work, the character, quality and quantity of the
subsurface materials to be encountered insofar as this information is reasonably ascertainable
from an inspection of the site, as well as from information presented by the Drawings and/or
Specifications. Any failure of the Contractor to acquaint himself with the available information
will not relieve him/her from the responsibility for estimating properly the difficulty or cost of
successfully performing the work. The Town assumes no responsibility for any conclusions or
interpretation made by the Contractor on the basis of the information made available by the
Town.
§ 4.24 SURVEY,LINES, GRADES AND MEASUREMENTS
The Contractor shall employ a competent surveyor or civil engineer, registered within the
Commonwealth of Massachusetts to establish all lines, elevations, reference marks, batter
boards, etc., needed by the Contractor during the progress of the Work and from time to time to
verify such marks by instrument or other appropriate means.
The DPW Superintendent shall be permitted at all times to check the lines, elevations, reference
marks, batter boards, etc., set by the Contractor, who shall correct any errors in lines, elevations,
reference marks, batter boards, etc., disclosed by such check. Such a check shall not be
construed to be an approval of the Contractor's work and shall not relieve or diminish in any way
the responsibility of the Contractor for the accurate and satisfactory construction and completion
of the entire Work.
The Contractor shall make, check, and be responsible for all measurements and dimensions
necessary for the proper construction of and the prevention of misfittings in the Work.
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§ 4.25 PROPERTY BOUNDS
The Contractor shall exercise due care when working around all property bounds which are to
remain. Should any damage to a bound result from the actions of the Contractor, the bound shall
be replaced and certified as to the correct location by a Massachusetts registered professional
land surveyor as directed by the DPW Superintendent and at no cost to the Owner.
§ 4.26 CONSTRUCTION IN STREETS
The Contractor shall note that no construction in streets is permitted after the asphalt plants have
closed for the season. The Contractor's work shall be scheduled accordingly.
§ 4.27 INTERFERENCE WITH AND PROTECTION OF STREETS
The Contractor shall not close or obstruct any portion of a street, road, or private way without
obtaining permits therefore from the proper authorities. If any street, road or private way shall
be rendered unsafe by the Contractor's operations, he shall make such repairs or provide such
temporary ways or guards without delay that are acceptable to the DPW Superintendent.
Streets, roads, private ways, and walks under construction and not closed shall be maintained
passable and safe at all times by the Contractor, who shall assume and have full responsibility for
the adequacy and safety of provisions made therefore.
The Contractor shall, at least 24 hours in advance, notify the DPW Superintendent and the Police
and Fire Departments in writing if the closure of a street or road is necessary. The Contractor
shall cooperate with the DPW Superintendent in the establishment of alternate routes and shall
provide adequate detour signs, plainly marked and well lighted, in order to minimize confusion.
At the end of each work day the Contractor shall fill in or cover with steel plates of adequate
strength to carry traffic all open trenches, test pits or other excavations determined by the DPW
Superintendent to be unsafe. The roadway shall be free of construction debris and excavated
material and shall be relatively smooth to provide safe passage.
The Contractor shall erect substantial barriers at the ends of open ditches; stockpiled construction
materials or other obstructions and shall erect warning signs and provide adequate lights or flares
to guard the barriers, trenches, and excavation.
§ 4.28 TEMPORARY ACCESS
Access to businesses and residences must be maintained at all times. The Contractor shall
provide safe and ready means of ingress and egress to all stores and shops, public and private and
professional offices and any other businesses or residences in the project area, both day and
night, for the duration of the project.
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§ 4.29 COORDINATION WITH TOWN AGENCIES
The Contractor shall supply the Police Department, Fire Department and Department of Public
Works with the following information:
1. A list of streets and intersections where work will be in progress to be supplied at
intervals as required by the DPW Superintendent.
2. Immediate notification of any utility breaks.
§ 4.30 TREE REMOVAL AND CUTTING OF BRANCHES
In the event that tree removal or branch cutting is required for the prosecution of the work, any
tree removals and all cutting of tree branches shall be approved in advance by the Town of
Watertown Tree Warden and the Department of Public Works.
§ 4.31 TREE PROTECTION
The Contractor shall exercise special care when excavating near trees. The provisions outlined
in the specification for Item 102.51 (INDIVIDUAL TREE PROTECTION) shall be carefully
followed.
§ 4.32 CONSTRUCTION IN STREETS RESTRICTION
The Contractor should be aware of and become familiar with any construction in streets
restrictions mandated by the Owner, which may prohibit construction in the streets between
certain periods. The Contractor shall not have any claim for the extension of the time for the
completion of the work under this contract as a result of this restriction.
While working in any of the conditions noted herein the contractor shall be required to provide
access to local abutters and emergency vehicles at all times.
HOURS OF OPERATION
Daily restricted hours of operation shall be between 9:00 am and 3:30 pm Work restrictions shall
be as follows:
ONE LANE OPERATION
Along each roadway, one lane shall remain open for vehicle traffic and one sidewalk shall
remain open at all times during operations that can be performed with one lane open, such as
pipe installations, manhole and utility work, sidewalk and curbing installation, etc.
DETOURS
All Detours shall be approved by Watertown DPW Superintendent and coordinated with the
Watertown Police and Watertown Fire Department at least one week prior to implementation.
Approved Detours are allowed between 9:00 am and 3:30 pm ONLY.
Detours shall be allowed for construction activities that, in the opinion of the DPW
Superintendent, will require the closure of both lanes of traffic. Operations such as existing
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pavement reconstruction or full width paving are examples of operations that may require a road
closure.
The contractor is required to provide the proper amount of equipment and manpower to perform
these operations in an efficient manner.
§ 4.33 USE OF PREMISES AND REMOVAL OF DEBRIS
The Contractor expressly undertakes at his own expense:
(1) Take every precaution against injuries to persons or damage to property;
(2) Store his apparatus, materials, supplies and equipment in such orderly fashion at the
site of the work as will not duly interfere with the progress of his work or the work of
any other contractors;
(3) Place upon the work or any part thereof only such loads as are consistent with the
safety of the portion of the work;
(4) Clean up frequently all refuse, rubbish, scrap materials and debris caused by his
operations, to the end that all times the site of the work shall present a neat, orderly
and workmanlike appearance.
(5) Before final payment, remove all surplus material, falsework, temporary structures,
including foundations thereof, plant of any description and debris of every nature
resulting from his operations, and to put the site in a neat, orderly condition;
(6) Effect all cutting, fitting or patching of his work required to make the same to
conform to the plans and specifications and, except with the consent of the DPW
Superintendent, not to cut or otherwise alter the work of any other Contractor.
§ 4.34 NOTICE TO OWNERS OF UTILITIES
Written notice shall be given by the Contractor to all public service corporations or officials, owning
or having charge of publicly or privately owned utilities, of his intention to commence operations
affecting such utilities, at least one month in advance of the commencement of such operations, and
the Contractor shall at the same time file a copy of such notice with the DPW Superintendent.
Before the Contractor begins any work or operations which might damage any subsurface
structures, he shall carefully locate all such structures and conduct his operations so as to avoid any
damage to them.
The contractor shall prepare a list of the names and addresses of the utilities owners that have utility
services in the Town and within the project limits. The list shall include all relevant contact
information including the name of the utility owner,the contact person,the address, and emergency
phone numbers and cell phone numbers. The list shall include the contact information for the
Watertown Fire Department, Police Department, Department of Public Works and Conservation
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Commission. The contractor shall provide a copy of the list to the DPW Superintendent and
maintain the list,making needed updates as required.
The contractor shall mark out limits and request a dig safe of the project areas as needed and in
advance of his/her operations. The contractor shall review the project area after the dig safe is
complete to review the information marked for potential conflicts with the proposed work.
Dig Safe Center 1-888-DIG-SAFE (1-888-344-7233)
Full compensation for furnishing all labor, materials, tools, equipment and incidentals and for
doing all the work involved in protecting or repairing property as specified in this section shall
be considered as included in the prices paid for the various contract items of work and no
additional compensation will be allowed therefore.
The Contractor shall be required to furnish all labor, materials, and equipment necessary to
protect underground structures and electrical vaults within the project site from construction
debris and water penetration. When underground structures or electrical vault roofs are
excavated, the Contractor shall be responsible for maintaining security of these structures or
electrical vaults against unauthorized access. The Contractor shall be responsible for leaving the
structures and vaults in a state of water tightness equal to that existing at the commencement of
the contract.
§ 4.35 COMPLIANCE WITH NOISE ORDINANCE
The Contractor shall adhere to the Town of Watertown Noise Ordinance, as amended.
§ 4.36 OPEN EXCAVATIONS
All open excavations shall be adequately safe guarded by providing temporary barricades,
caution signs, lights and other means to prevent accidents to persons, and damage to property.
The length of open trench will be controlled by the particular surrounding conditions, but shall
always be confined to the limits prescribed by the Town. If the excavation becomes a hazard, or
if it excessively restricts traffic at any point, special construction procedures shall be taken, such
as limiting the length of open trench or requiring that the trench shall not remain open overnight.
§ 4.37 OCCUPYING PRIVATE PROPERTY
The Contractor shall not enter upon or occupy with men, tools, equipment or materials any
property outside the rights-of-way or property of the Owner, except after the consent of the
Owners or their agents.
§ 4.38 PUBLIC SAFETY AND CONVENIENCE
The Contractor shall, without additional compensation, take every measure necessary for the
protection of personnel and property, including the employment of necessary warning devices,
barricades, signs, special apparel, etc., in the performance of the work. The Contractor, shall,
without additional compensation,be required to provide safe and convenient access to all abutters at
all times, except as may be authorized in writing by the DPW Superintendent.
The Contractor shall provide necessary access for fire apparatus and other emergency vehicles
through the work zones to all streets and all abutting properties at all times. Unless otherwise
approved by the DPW Superintendent, one lane shall be open to through traffic at all times
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during the execution of the work. The Contractor shall at all times provide access to public and
private lots and alleys in the work area or arrange 24 hours in advance for disruption in access.
Sweeping and cleaning of surfaces beyond the limits of the project to clean up material caused
by spillage or vehicular tracking during the various phases of the work shall be considered as
incidental to the work being performed under the Contract and there will be no additional
compensation.
Before the start of work, the Contractor shall post all locations in compliance with the Manual of
Uniform Traffic Control Devices (MUTCD) latest edition.
The Contractor shall familiarize himself with the provisions of the MUTCD Part VI Construction
and Maintenance. During construction, the Contractor shall provide traffic warning devices that
conform to the MUTCD and Town of Watertown Traffic Regulations in order to properly protect
traffic and pedestrians from the Work. The Contractor shall be responsible for providing,
positioning, repositioning, maintaining and removing signs through the course of the project as
deemed necessary by the DPW Superintendent.
When it is deemed necessary by the DPW Superintendent or the Chief of Police that detail Police
Officers are needed they will be provided by the Contractor. The Town shall reimburse the
Contractor for the cost of the Police Detail upon presentation of the cancelled check. It is the
Contractor's responsibility to cancel a Police Detail at a minimum of four hours in advance of
the start of the shift if conditions so warrant. The Contractor shall not be reimbursed for Police
Details if the Contractor fails to show for the job or if the Contractor fails to cancel the detail
with adequate advance notice.
This provision of Police Details shall not relieve the Contractor of the responsibility of providing
proper traffic control devices when operating adjacent to the roadway while it is open to the
public. Any costs associated with these devices are the responsibility of the Contractor and shall
be accounted for in the Unit Costs unless otherwise provided for.
The Contractor shall provide sufficient fencing, barricades and signage and otherwise provide for
security around all excavations and stockpiles. Cost for these items shall be included in the Unit
Costs for the Items of Work.
The above provisions represent minimal requirements for maintenance of traffic and safety and
may be modified at the discretion of the DPW Superintendent.
§ 4.39 PROTECTION OF UTILITIES AND PROPERTY
The Contractor, in constructing or installing facilities alongside or near sanitary sewers, storm
drains, water or gas pipes, electric or telephone conduits, poles, sidewalks, walls, vaults or other
structures, trees, shrubs, grass and landscaping shall, at his expense, sustain them securely in
place, cooperating with the officers and agents of the various utility companies and municipal
departments which control them, so that the services of these structures shall be maintained. The
Contractor shall also be responsible for the repair or replacement, at his own expense, of any
damage to such structures caused by his acts or neglect, and shall leave them in the same
condition as they existed prior to commencement of the work. In case of damage to utilities, the
Contractor shall promptly notify the utility owner and shall, if requested by the DPW
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Superintendent, furnish labor and equipment to work temporarily under the utility owner's
direction in providing access to the utility. Pipes or other structures damaged by the operation of
the Contractor may be repaired by the Department or by the utility owner that suffers the loss.
The cost of such repairs shall be borne by the Contractor, without compensation therefore.
The Contractor's attention is directed to the necessity of making his own investigation in order to
assure that no damage to existing structures, drainage lines, traffic signal conduits, etc. will
occur.
The contract drawings indicate the approximate location in plan of know subsurface and
overhead utilities. The Contractor shall satisfy himself to the exact location of subsurface and
overhead utilities through his own research.
If, as the work progresses, it is found that any of the utility structures are so placed as to render it
impracticable, in the judgment of the DPW Superintendent, to do the work called for under this
Contract, the Contractor shall protect and maintain the services in such utilities and structures
and the DPW Superintendent will, as soon thereafter as reasonable, cause the position of the
utilities to be changed or take such other actions deemed suitable and proper.
If live service connections are to be interrupted by excavations of any kind, the Contractor shall
not break the service until new services are provided.
Full compensation for furnishing all labor, materials, tools, equipment and incidentals for doing
all the work involved in protecting or repairing property as specified in this section, shall be
considered included in the prices paid for the various Contract items of work and no additional
compensation will be allowed therefore.
In case of damage to utilities, the Contractor shall promptly notify the owner and shall, if
requested, furnish manpower under the owner's direction in getting access to the utility. Pipes or
other structures damaged by the operation of the Contractor may be repaired by the utility
company. The cost of such repairs shall be borne by the Contractor without compensation
therefore.
The work to be done under this contract may necessitate changes in properties of utility
companies listed elsewhere in this document. Immediately after executing the contract the
Contractor shall confer with the owners of all utilities in order that relocations may be made at
times consistent with operation of this contract.
The Contractor shall notify utility companies in writing at least 72 hours (excluding Saturdays,
Sundays and legal holidays) before excavating in any public way and shall notify the Dig Safe
Center 1-888-DIG-SAFE (1-888-344-7233)
§ 4.40 SAFETY AND HEALTH REGULATIONS
This project is subject to all of the Safety and Health Regulations (CFR 29 Part 1926 as
amended) as promulgated by the U.S. Department of Labor on June 24, 1974. Contractors are
urged to make themselves familiar with the requirements of these regulations.
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§ 4.41 OCCUPYING PRIVATE PROPERTY
The Contractor shall not enter upon or occupy with men, tools, equipment or materials any
property outside the rights-of-way or property of the Owner, except after the consent of the
Owners or their agents.
§ 4.42 CARE AND PROTECTION OF PROPERTY
The Contractor shall be responsible for the preservation of all public and private property, and
shall use every precaution necessary to prevent damage thereto. If any direct or indirect damage
is done to public or private property by or on account of any act, omission, neglect, or
misconduct in the execution of the work on the part of the Contractor, such property shall be
restored by the Contractor, at his expense, to a condition similar or equal to that existing before
the damage was done, or he shall make good the damage in other manner acceptable to the DPW
Superintendent.
§ 4.43 PRECAUTIONS UNDER ELECTRIC LINES
The Contractor's attention is directed to OSHA 1926.1408(a)29 CFR relating to construction
equipment clearances and procedures when working at or around overhead electric lines, which
states in part "...the minimum clearance between the lines and any part of the crane or load must be
at least 10 feet from lines rated 50 KV or below." Refer to Table A of this regulation for addition
clearance requirements based on voltage encountered. Consult the power company owner to
confirm line voltage to establish safe clearance requirements.
For the protection of personnel and equipment, the Contractor should be aware of this regulation
especially during paving operations using large semi-trailer vehicles.
§ 4.44 WORK DONE BY OTHERS
Relocation of all private utilities made necessary by the construction of this project, will be
accomplished by the respective utility companies, at their expense.
§ 4.45 DRAINAGE
The Contractor shall maintain the drainage system in the project areas to provide continual
drainage of the travelways and construction area. All pipes and structures installed as part of this
Contract shall be left in a clean and operable condition at the completion of the work.
No separate payment will be made for the maintenance of the existing drainage system or for
diverting flow or pumping or plugging of pipes, but all costs in connection therewith shall be
included in the unit prices bid for the various Contract items.
§ 4.46 CONSTRUCTION IN STREETS
The Contractor should note that no construction in streets is permitted after the asphalt plants
have closed for the season. The Contractor's work should be scheduled accordingly.
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§ 4.47 WORK DURING INCLEMENT WEATHER
No work shall be done under these Specifications except by permission of the DPW
Superintendent when the weather is unfit for good and careful work to be performed. Should the
severity of the weather continue, the Contractor upon the direction of the Owner, shall suspend
all work until instructed to resume operations by the Owner and the Contractor Time shall be
extended to cover the duration of the order. Work damaged during periods of suspension due to
inclement weather shall be repaired and/or replaced by the Contractor. No earth fill or
embankment shall be placed upon frozen material. If there is a delay in the Work due to the
weather conditions, the necessary precautions must be taken to bond new Work to old
§ 4.48 INTOXICATING CHEMICALS
The Contractor shall not sell and shall neither permit nor suffer the introduction or use of
intoxicating chemicals upon or about the work.
§ 4.49 GUARANTEE
The Contractor guarantees that the work and services to be performed under the Contract, and all
workmanship, materials and equipment performed, furnished, used or installed in the
construction of the same, shall be free from defects and flaws, and shall be performed and
furnished in strict accordance with the Drawings, Specifications and other Contract Documents,
that the strength of all parts of all manufactured equipment shall be adequate and as specified and
that the performance test requirements of the Contract shall be fulfilled. This guarantee shall be
for a period of one year from and after the date of completion and acceptance of the work as
stated in the final estimate.
If at any time within the said period of guarantee, any part of the work requires repairing,
correction or replacement, the Owner may notify the Contractor in writing to make the required
repairs, correction or replacements. If the Contractor neglects to commence making such repairs,
corrections or replacements to the satisfaction of the Owner within 10 days from the date of
receipt of such notice, or having commenced fails to prosecute such work with diligence, the
Owner may employ other persons to make said repairs, correction or replacements, including
compensation for additional professional services, shall be paid by the Contractor.
Nothing contained in the Section shall be construed as a limitation as to any and all rights the
Owner may have against the Contractor for any neglect or for any breach of this Provision
§ 4.50 INSUFFICIENCY OF SAFETY PRECAUTIONS
If, at any time, in the judgment of the DPW Superintendent, the Work is not properly made safe
in regard to public travel, persons on or about the Work, or public or private property, the DPW
Superintendent shall have the right to order such safeguards to be erected and such precautions to
be taken as he deems advisable, and the Contractor shall comply promptly with such orders. If,
under such circumstances, the Contractor does not or cannot immediately put the work and the
safeguard into proper and approved condition or if the Contractor or his representative is not
upon the site so that he can be notified immediately of the insufficiency of safety precautions, the
DPW Superintendent may put the work into such condition that it shall be in his opinion, in all
respects safe. The Contractor shall pay all costs and expenses incurred by the DPW
Superintendent or Owner in so doing. Such action of the DPW Superintendent or failure to take
such action, shall in no way relieve or diminish the responsibility of the Contractor for any and
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Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
all costs, expenses, losses, liability, claims, suits, proceedings, judgments, awards, or damages
resulting from by reason of, or in connection with the failure to take precautions or the
insufficiency of the safety precautions taken by him or by the DPW Superintendent acting under
authority of this section
§ 4.51 CONTRACTOR'S RESPONSIBILITY FOR THE WORK
The Contractor shall supervise and direct the Work, using his best skills and attention which
shall not be less than such state of skill and attention generally rendered by the contracting
profession for projects similar to the Project in scope, difficulty and location. The Contractor
shall maintain adequate supervisory personnel at the project site during the performance of the
Work. He shall be solely responsible for all construction means, methods, techniques, sequences
and procedures and for coordinating all portions of the Work under the Agreement.
The Contractor shall be responsible to the Owner for the acts and omissions of his employees,
Subcontractors and their agents and employees, and other persons performing any of the Work
under a contract with the Contractor. This obligation shall also extend to the presence on the Site
of suppliers of materials or equipment, their employees, contractors, and agents engaged in the
work.
The Contractor shall not be relieved from his obligations to perform the Work in accordance
with the Contract Documents either by the activities or duties of the Owner in its administration
of the Agreement, or by inspections, tests or approvals required or performed by persons other
than the Contractor.
§ 4.52 SITE INFORMATION NOT GUARANTEED
All information given in the Contract Documents relating to subsurface and other conditions,
natural phenomena, existing pipes, and other structures is from the best sources at present
available to the Owner. All such information is furnished only for the information and
convenience of the Contractor and is not guaranteed.
It is agreed and understood that the Owner does not warrant or guarantee that the subsurface or
other conditions, natural phenomena, existing pipes, or other structures encountered during
construction will be the same as those indicated in the Contract Documents.
It is further agreed and understood that the Contractor shall not use or be entitled to use any of
the information made available to him or obtained in any examination made by him in any
manner as a basis of or ground for any claim or demand against the Owner, arising from or by
reason of any variance which may exist between the information made available and the actual
subsurface conditions or other conditions or structures actually encountered during the
construction work, except as may otherwise be expressly provided for in the Contract
Documents.
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Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
SUPPLEMENTAL CONDITIONS TO ARTICLE 5
Add the following paragraph to Section 5.1.2:
The CONTRACTOR shall submit one copy of each of his subcontracts to the ENGINEER and
demonstrate the subcontractor's ability to complete the portion of the work he/she is charged
with. This shall include compliance with contract requirements.
SUPPLEMENTAL CONDITION TO ARTICLE 7
Add the following to paragraph 7.2.1:
There have been no reports of explorations and tests of subsurface conditions utilized by the
ENGINEER in preparation of the Contract Documents. All existing structures and subsurface
structures identified by the ENGINEER were based on the best information available.
Revise paragraph 7.2.4:
Paragraph 7.1.4 is changed by deleting the phrase "mutually acceptable fixed or percentage fee"
and replacing with"fifteen percent fee for overhead and profit."
Add the following Paragraph to§7.3 MINOR CHANGES IN THE WORK.-
The Town reserves the right to increase or decrease quantities as directed by the Superintendent
of Public Works. The Town also reserves the right to change locations of the work as directed by
the Superintendent of Public Works.
Change Paragraph 7.4.2:
Paragraph 7.4.2 is changed by deleting the phrase "Contractor must initiate claims within
fourteen (14) calendar days after occurrence" and replacing with "Contractor must initiate claims
within seven(7) calendar days after occurrence".
SUPPLEMENTAL CONDITIONS TO ARTICLE 8
Add the following Sub-Sections to Section 8.3
§ 8.3.5 The ENGINEER shall evaluate CONTRACTOR's request for extension of Contract Time
as follows:
a. The ENGINEER will determine whether the amount of labor (man-hours) reasonably
correlates to the magnitude of the addition or reduction of the work.
b. If the labor requested is determined reasonable, the ENGINEER shall evaluate the impact
the additional labor has on the rate of the entire crew. This evaluation will consider
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Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
whether the addition in work is critical to the CONTRACTOR's schedule and, if critical,
to what extent the progress of the CONTRACTOR's overall crew is affected.
c. The CONTRACTOR shall provide the ENGINEER with all information necessary for
ENGINEER to make this analysis.
§ 8.3.6 The CONTRACTOR is not entitled to any time extension until the CONTRACTOR's
scheduled completion date exceeds the contract completion date."
§ 8.3.7 No Damages for Delay: The CONTRACTOR shall not be entitled to damages for any
delay regardless of the cause of the same. The CONTRACTOR's only remedy in the event of a
delay shall be an extension of the Contract Time and only to the extent allowed in the Contract
documents."
§ Section 8.4 Delete the entire section of§Section 8.4 LIQUIDATED DAMAGES
SUPPLEMENTAL CONDITIONS TO ARTICLE 9
Substitute the second sentence of section 9.6.1 with the following paragraph:
The owner shall withhold a retainage equal to five (5) percent of each partial payment. This will
be reduced to the amount determined by the Owner and DPW Superintendent to be necessary to
assure completion of the work, or cover claims against the Contractor, after the date of
Substantial completion.
SUPPLEMENTAL CONDITIONS TO ARTICLE 11
Add the following Sub-Section:
§ SC 11.4.2 CONTRACTOR'S LIABILITY INSURANCE AMOUNTS REQUIRED
In no case shall the limits of liability be less than the following:
1. Contractor's Liability Insurance
a. Workers Compensation, etc. under the General Conditions:
State: Statutory
Applicable Federal Statutory
Employer's Liability: $1,000,000.
b. Comprehensive General Liability(including Premises-Operations;
Independent Contractor's Protection; Products Liability and Completed
Operations; Broad Form Property Damage); Bodily Injury (including
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Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
completed operations and products liability for up to 3 years after the
completion of the project):
$ 1,000,000 Each Occurrence
$3,000,000 Annual Aggregate
Property Damage:
$ 1,000,000 Each Occurrence
$3,000,000 Annual Aggregate
or a combined single limit of$2,000,000.
Property Damage Liability Insurance will provide Explosion, Collapse and
Underground coverages.
Personal Injury, with employment exclusion deleted
$ 3,000,000 . Annual Aggregate
c. Comprehensive Automobile Liability:
Bodily Injury:
$1,000,000 Each Person
$1,000,000 Each Occurrence
Property Damage:
$1,000,000 Each Occurrence
or a combined single limit of$ 2,000,000
d. Contractual Liability:
Bodily Injury:
$1,000,000 Each Occurrence
Property Damage:
$1,000,000 Each Occurrence
$2,000,000 Annual Aggregate
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Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
e. Umbrella Liability, Body Injury+Property Damage combined
including completed operations
$5,000,000
Add the following at the end of Paragraph 11.1.3:
Certificates from the insurance carrier shall be filed in triplicate with the OWNER and shall state
the type of coverage, limits of liability and the expiration date on each certificate.
With respect to insurance identified in paragraphs: 11.1.3, 11.1.4, 11.1.5, and 11.1.7
(Comprehensive General Liability), such insurance shall name the TOWN OF WATERTOWN
and WORLDTECH ENGINEERING,LLC as additional named insured.
SUPPLEMENTAL CONDITIONS TO ARTICLE 12
Add the following Sections to Article 12:
§ 12.4 DIMENSIONS AND LOCATIONS
Where the dimensions and locations of existing structures are of importance in the installation or
connection of any part of the Work, the Contractor shall verify such dimensions and locations in
the field before the fabrication of any material or equipment which is dependent on the
correctness of such information.
SUPPLEMENTAL CONDITIONS TO ARTICLE 13
Add the following Sections to Article 13:
§ 13.8 MATERIALS REMOVED AND STACKED
The Contractor shall carefully remove and store these materials at a site designated on the project
by the DPW Superintendent for their subsequent removal by the Owner, or transported to a
location within the Town specified by the DPW Superintendent, or legally disposed of as
directed by the DPW Superintendent. The Contractor furnishes any necessary equipment and
labor for loading the material on the Owner's trucks. Payment for this work shall be included in
respective bid items.
§ 13.9 STORAGE OF MATERIALS AND EQUIPMENT
All excavated materials and equipment to be incorporated in the Work shall be placed so as not
to injure any part of the Work or existing facilities and so that free access can be had at all times
to all parts of the Work and to all public utility installation in the vicinity of the Work. Materials
and equipment shall be kept neatly piled and compactly stored in such locations as will cause a
minimum of inconvenience to public travel and adjoining owners, tenants and occupants.
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Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
§ 13.10 DISPOSAL OF SURPLUS MATERIALS
All existing and other materials not required or needed for use on the project, and not required to
be removed and stacked by the DPW Superintendent, shall become the property of the
Contractor and shall be removed from the site during the construction period and disposed of
legally. No separate payment will be made for this work, but all costs in connection therewith
shall be included in the prices bid for various contract items.
§ 13.11 PROVISIONS REQUIRED BY LAW DEEMED INSERTED
Each and every provision of law and clause required by law to be inserted in the Contract shall
be deemed to be inserted herein, the Contract shall be read and enforced as though they were
included herein and such provision shall prevail over any inconsistent language herein. If
through mistake or otherwise any such provision is not inserted then upon the application of
either party, the Contract shall forthwith be physically amended to make such insertion.
§13.12 NON-DISCRIMINATION AND EQUAL EMPLOYMENT OPPORTUNITY
Discriminatory employment practices by contractors, subcontractors and suppliers of goods and
services based on race, color, religion, national origin, ancestry, age or sex are prohibited.
Contractors and suppliers of goods and services shall give written notice of their commitment to
non-discrimination to any labor union, association or brotherhood with which they have a
collective bargaining or other agreement.
The Contractor shall not discriminate against or exclude any person from participation herein on
grounds of race, religion, color, sex, age or national origin, and that it shall take affirmative
actions to insure that applicants are employed, and that employees are treated during their
employment, without regard to race, religion, color, sex, age, handicapped status or national
origin.
§ 13.13 LIENS
If at any time any notices of lien are filed for labor performed or materials or equipment
manufactured, furnished or delivered to or for the work, the Contractor shall, at its own cost and
expense, promptly discharge, remove or otherwise dispose of the same, and until such discharge,
removal or disposition, the Owner shall have the right to retain from any monies payable
hereunder an amount which, in its sole judgment, it deems necessary to satisfy such liens and pay
the costs and expenses, including attorneys' fees, of defending any actions brought to enforce the
same, or incurred in connection therewith or by reason thereof.
§ 13.14 NOTICES, COMPLIANCE WITH LAWS
The Contractor shall give all notices and comply with all federal, state and local laws,
ordinances, rules, regulations and lawful orders of any public authority bearing on the
performance of the Work. The Contractor shall provide the Owner with reproductions of all
permits, licenses and receipts for any fees paid. The Owner represents that it has disclosed to the
Contractor all orders and requirements known to the Owner of any public authority particular to
this Agreement.
If the Contractor observes that any of the Contract Documents are at variance with applicable
laws, statutes, codes and regulations in any respect, he shall promptly notify the Owner in
writing, and any necessary changes shall be accomplished by appropriate modification.
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Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
If the Contractor performs any Work which he knows or should know is contrary to such laws,
ordinances, rules and regulations, and without such notice to the Owner, he shall assume full
responsibility therefore and shall bear all costs attributable thereto.
In the performance of the Work, the Contractor shall comply with all applicable federal, state
and local laws and regulations including those relating to workplace and employee safety. The
Contractor shall notify the Owner immediately of any conditions at the place of the work which
violate said laws and regulations and shall take prompt action to correct and eliminate any such
violations.
§ 13.15 PRICE ADJUSTMENT
Notwithstanding any general or special law to the contrary, this contract shall be subject to the
provisions stated in Chapter 303 Section 60 and Chapter 86 of the Acts of 2008 relative to
energy escalation. A price adjustment for liquid asphalt and Portland Cement shall be made on a
monthly basis when the monthly change exceeds +/- 5 percent. Base prices for this contract shall
be the New Method period prices posted on the MassDOT website,
http://www.massdot.state.ma.us/hiahwav/DoinaBusinessWithUs/Construction/PriceAd_justments
.aspx, for the month of the Contract bid opening.
§ 13.16 PREVAILING WAGE
In accordance with General Laws Chapter 149, Section 26 through 27D, the Contractor is
obligated to comply with the prevailing wage rates established by the Commissioner of the
Department of Labor and Workforce Development for mechanics, apprentices, chauffeurs,
teamsters and laborers employed on the Project. The schedule of applicable prevailing wage
rates for the Project, together with a Certificate of Compliance therewith, are set forth in
Attachment A herein.
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Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
SECTION 00820a
CHANGE ORDER FORM
Page 1 of 2
Project Number
Change Order Number_
Contract Amount(As Bid)........................................................$
Net Chanize in Contract Price (this Change Order)..................$
Net Chance in Contract Price (all other Chansze Orders).........$
Total Adjusted Contract Price..................................................$
This Change Order extends the time to complete the Work by calendar days.
The extended completion date is
This Change Order checked by:
(Chief) Resident Engineer Date
This Change Order is requested by:
This Change Order is recommended by
Consultant Engineer P.E. # Date
The undersigned agree to the terms of the Change Order and certifies that such Change Order is
in conformance with M. G. L. C.30, Section 39I.
Contractor Date
Owner Date
Certification of Appropriation under M. G. L. C.44, Section 31C: Adequate funding in an
amount sufficient to cover the total cost of this Change Order is available.
By:
Certification Officer Date
00820a-1
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
CHANGE ORDER FORM
Page 2 of 2
Public Entity
Project Number Contract Number Change Order Number
Contract Title
Owner's Name
Owner's Address
Contractor's Name:
Contractor's Address:
Description of Change
Reason for Change
00820a-2
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
SECTION 00820b
CERTIFICATE OF FINAL COMPLETION OF WORK
CONTRACT NO. AGREEMENT DATE
CONTRACT DESCRIPTION:
COMPLETION DATE PER AGREEMENT AND CHANGE ORDERS
FINAL CERTIFICATION OF CONTRACTOR
I hereby certify that the Work as identified in the Final Payment Request for construction
Contract Work dated , represents full compensation for the
actual value of Work completed. All Work completed conforms to the terms of the Agreement
and authorized changes.
Date CONTRACTOR
Signature
Title
FINAL CERTIFICATION OF ENGINEER
I have reviewed the CONTRACTOR'S Final Payment Request dated
and hereby certify that to the best of my knowledge, the cost of the Work identified on the Final
Estimate represents full compensation for the actual value of Work completed and that the Work
has been completed in accordance with the terms of the Agreement and authorized changes.
This certification is provided in accord with the terms of General Condition Article 14.
WORLDTECH ENGINEERING, LCC.
Date Signature
Title
00820b-1
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
FINAL ACCEPTANCE OF OWNER
I, as representative of the OWNER, accept the above Final Certifications and authorize Final
Payment in the amount of$ and direct the Contractor's attention to
the General Conditions -Article 14. The guaranty for all Work completed subsequent to the date
of Substantial Completion, expires one (1) year from the date of this Final Acceptance.
DEPARTMENT OF PUBLIC WORKS
WATERTOWN, MASSACHUSETTS
Date
Authorized Representative
Signature
END OF SECTION
00820b-2
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
SECTION 00850
Incorporation of Applicable Provisions of the
Massachusetts General Laws
Certain provisions of the Massachusetts General Laws are applicable to Construction contracts
including,but not limited to, those contained in Chapter 30 and Chapter 149. All applicable
provisions of the Massachusetts General Laws are incorporated into the Contract as if fully set
forth herein, and shall prevail over any conflicting provisions of the General or Supplemental
General Conditions.
Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
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Town of Watertown Department of Public Works
2020 Roadway Rehabilitation and Related Work-Phase I Contract No.2020-025
SECTION 00860
Town of Watertown Noise Ordinance
5/10/2019 CHAPTER 95: NOISE REGULATIONS xx
Print
Watertown, MA Code of Ordinances
CHAPTER 95: NOISE REGULATIONS
Section
95.01 Prohibition of noise emissions
95.02 Definitions and measurements of noise
95.03 Duties and responsibilities of town departments
95.04 Exceptions
95.05 Enforcement
95.99 Penalty
§ 95.01 PROHIBITION OF NOISE EMISSIONS.
(A) No person owning, leasing or controlling a source of sound shall willfully, negligently, or through
failure to provide necessary equipment, service, or maintenance or to take necessary precautions cause,
suffer, allow or permit unnecessary emissions from said source of sound that may cause noise.
(B) Division(A) of this section shall pertain to, but shall not be limited to, prolonged unattended
sounding of burglar alarms, construction and demolition equipment which characteristically emit sound but
which may be fitted and accommodated with equipment such as enclosures to suppress sound or may be
operated in a manner so as to suppress sound, suppressible and preventable industrial and commercial
sources of sound, and other man-made sounds that cause noise.
(C) All devices employed in construction or demolition shall be prohibited from use during the hours of-
(1) 7:00 p.m. to 7:00 a.m. from Monday through Friday;
(2) 7:00 p.m. on Fridays through 8:00 a.m. on Saturdays; and
(3) 7:00 p.m. on Saturdays through 8:00 a.m. on Sundays.
(Ord. 6,passed 9-13-1983; Am. Ord. 14,passed 3-12-1996) Penalty, see § 95.99
§ 95.02 DEFINITIONS AND MEASUREMENTS OF NOISE.
(A) The town hereby incorporates into and makes apart of this chapter the provisions of Chapter 310
Code of Massachusetts Regulations, Section 7.00 entitled Air Pollution Control Regulations.
(B) These regulations shall govern the definitions, measurement and restriction of sources of noise
emission.
(C) For the purposes of this chapter, a CONDITION OF NOISE POLLUTION shall be a noise source
which increases noise levels 10 dB or more above the background noise level. If the noise level is judged
by ear to have a tonal sound, an increase of 5 dB above background noise level is sufficient to cause noise
pollution.
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5/10/2019 CHAPTER 95: NOISE REGULATIONS xx
(Ord. 6,passed 9-13-1983)
§ 95.03 DUTIES AND RESPONSIBILITIES OF TOWN DEPARTMENTS.
(A) All town departments and agencies shall, to the fullest extent consistent with other laws, carry out
their programs in such a manner as to further the policy of this chapter.
(B) All town departments and agencies shall comply with Federal and State laws and regulations and the
provisions and intent of this ordinance respecting the control and abatement of noise to the same extent that
any person is subject to such laws and regulations.
(Ord. 6,passed 9-13-1983)
§ 95.04 EXCEPTIONS.
This chapter shall apply to the control of all sound originating within the limits of the Town of Watertown
except the following:
(A) The emission of sound for the purpose of alerting persons to the existence of an emergency or to the
emission of sound in the performance of emergency work or in training exercises related to emergency
activities.
(B) Noncommercial public speaking and public assembly activities as guaranteed by state and federal
constitutions.
(C) Domestic equipment such as lawn mowers and power saws between the hours of 7:00 a.m. and 9:00
p.m.
(Ord. 6,passed 9-13-1983)
§ 95.05 ENFORCEMENT.
The Board of Health shall be the primary enforcement agency of the terms of this chapter. In addition,
any Police Department or Fire Department official or building inspector or their designee, acting within
their jurisdictional area, is authorized to enforce this chapter.
(Ord. 6,passed 9-13-1983)
§ 95.99 PENALTY.
(A) Any person who violates any provision of this chapter, if convicted, shall be fined no less than $50
nor more than $100 for the first offense and not less than $200 nor more than$500 for each succeeding
offense.
(B) Each subsequent day or part thereof of violation of this chapter, whether the violation be continuous
or intermittent, shall be construed as a separate and succeeding offense.
(Ord. 6, passed 9-13-1983)
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Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
SECTION 00900
Subblementary Specifications
00900-1
Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
SCOPE OF WORK
General
The work to be done under this contract shall be in accordance with these specifications and
includes the reconstruction and rehabilitation of existing streets and sidewalks throughout the
Town of Watertown. The street locations proposed are listed in this Supplementary
Specification.
Roadway Rehabilitation Work Required
The proposed treatment work to be done to these streets varies based on the location and
condition of the street as directed by the DPW Superintendent. The proposed work under this
contract will include full depth pavement reclamation, pavement milling, overlaying, excavating
existing pavement and fine grading and compacting, hot mix asphalt paving, removing and
resetting existing granite curbing, and installing of new granite curbing as requested,
constructing new cement concrete sidewalks and driveway aprons to meet ADA/AAB
requirements, constructing ADA/AAB conforming wheelchair ramps, minor drainage and
sanitary sewer structure improvements including rebuilding or adjusting drainage and sanitary
manholes and rebuilding catch basins or replacing catch basins as directed, installing tree
trenches as noted in locations noted herein, removing and resetting or replacing roadway signing
as directed, pavement markings and the provision of safety controls and signing for construction
operations and other incidental items. All work shall be performed in accordance with the
relevant provisions of the Standard Specifications of the MassDOT and these Specifications and
completed within the identified bid items.
Other Work Required
In addition to the roadway rehabilitation work proposed, the contractor shall replace catch basin
frame and grates or manhole frames and covers either sewer or drain as directed by the DPW
Superintendent. The contractor shall also remove and reset, adjust or replace gate valves and
water shut off boxes as directed by the DPW Superintendent. If the Town determines that
drainage structures, including catch basins and drain manholes are in need of replacement or
need to be added the contractor shall install new structures at the locations and replace sections
of drain piping as directed. The contractor shall note that the Watertown DPW may request that
new trees be installed by the contractor and that the construction of trees trenches may be
requested in areas note on the plan.
Preconstruction PhotographsNideo Required
The contractor shall provide digital photographs or a digital video of all streets prior to the
commencement of the work. The photographs and or video shall be taken in detail at the back of
sidewalk, walks, walls and driveways so as to assess the condition of the abutting property
before construction begins. The contractor shall provide a digital copy of the preconstruction
photographs and/or video to the Watertown DPW in either compact disk or USB device for
download.
00900-2
Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
List of Proposed Streets and Rehabilitation Required
The list of proposed streets is included in this scope of work. These streets are anticipated to be
included in the contract work, but the final locations and limits are subject to change at the
direction of the DPW Superintendent. The DPW Superintendent reserves the right to change,
modify, increase or decrease the limits of work or types of treatment on any of the listed
roadways or add or delete roadways at its discretion. For bidding purposes, the streets listed
herein and the proposed treatments shall be considered.
Finished Grades and Pre-construction Surveys and Approvals Required
In general, the final grades of the proposed roadways being reconstructed as part of this
contract, shall be consistent with the proposed typical roadway cross section provided
herein or consistent with the plans provided. In order to obtain the correct roadway
section, the contractor shall remove an adequate volume of surplus reclaimed pavement
material such that the proposed roadway section can be installed. This means that the
completed roadway shall have the correct thickness of hot mixed asphalt pavement as
noted in the pavement notes, the completed curbing shall have a finished reveal of 6 inches,
and that the grass strips and sidewalks are pitched toward the gutter as per the typical
section provided. The contractor shall set grade stakes at 50 foot station intervals for
review and approval of the Town of Watertown DPW.
The contractor shall provide survey to establish the grading of the base course such that the final
typical roadway section will be obtained and the back of sidewalk grades blend into the existing
grades. Final sidewalk and wheel chair ramps shall comply with all ADA and AAB regulations
for cross slopes and ramps slopes. The proposed horizontal alignment of all roadways included
in this contract is anticipated to be similar to existing alignment with only slight modifications to
the driveways and sidewalks as directed by the Town. The contractor shall meet all existing
grades at driveways, walks and walls, etc. If the back of proposed sidewalk grade does not meet
an existing walk or driveway the contractor shall inform the Town and the Town will give
direction as to how the grades will be matched in and establish the limits of the tie-in at drives
and walks. The contractor shall use caution when working along the front of existing retaining
walls so as not to undermine the wall; any patching required on the face of abutting walls shall
be considered incidental to the sidewalk work.
00900-3
Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
Bidders shall be aware that at the Town's discretion any item listed in the Bid Form may
be used at the Contractor bid price regardless of whether it is shown on plans, details, or
listed in these specifications. Items not listed in these specifications shall be in conformance
with the Massachusetts Department of Transportation - Highway Division latest editions of
the STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES, and all
SUPPLEMENTAL SPECIFICATIONS and as directed by the DPW Superintendent.
Unless otherwise specified herein, all work done under this contract shall be in conformance
with the Massachusetts Department of Transportation latest editions of the STANDARD
SPECIFICATIONS FOR HIGHWAYS AND BRIDGES, the SUPPLEMENTAL
SPECIFICATIONS, MASSDOT ENGINEERING DIRECTIVES, CONSTRUCTION AND
TRAFFIC STANDARD DETAILS, STANDARD DRAWINGS FOR SIGNS AND
SUPPORTS, ENGLISH SUPPLEMENTAL DRAWINGS, the MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES, the STANDARD DRAWINGS FOR TRAFFIC SIGNALS
AND HIGHWAY LIGHTING, the PLANS, and these SPECIFICATIONS.
Note: All work in this contract shall conform to all the rules and regulations of the
ARCHITECTURAL ACCESS BOARD (521 CMR 1.00 et. seq.) and MassDOT's October 2017
Construction Standard Details - Wheelchair Ramp Standards, and all relevant Engineering
Directives.
TOWN OF WATERTOWN
2020 ROADWAY REHABILITATION PROJECT PHASE I-CONTRACT #2020-025
LIST OF PROPOSED STREETS
Full depth roadway reclamation, sidewalk replacement, and curbing installation is proposed
along the following roadways as per the plans and typical sections provided (but not necessarily
limited to):
• Chandler Street, Burnham Street(from Sycamore Street to the Town Line)
• Bridgham Ave. (from Burnham Street to Holt Street)
• Bellevue Road(from Common Street to Channing Road)
• Avon Road(from Belmont Street to end)
• Bartlett Street (from Forest Street to Everett Ave.)
• Everett Ave. (from Bartlett Street to Palfrey Street)
• Nichols Ave. (from Boylston Street to Dexter Street)
Exact work limits will be marked in the field by the Watertown DPW prior to the start of
construction. The limits of work on Avon Road shall be in accordance with the plan provide
or as directed by the DPW.
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Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
ITEM 102.51 INDIVIDUAL TREE PROTECTION EACH
The work under this item shall conform to the relevant provisions of Sections 101 and 771 and
the following:
GENERAL
The work shall consist of protecting existing individual tree located with the sidewalk repair
areas, as directed by the DPW Superintendent, to prevent damage to branches, stems and root
systems of existing individual trees to remain and to ensure their survival. Provisions under this
item include steps to minimize soil and root disturbance and to construct protection measures for
trees close to construction areas.
EXAMINATION OF CONDITIONS
The Contractor shall be solely responsible for judging the full extent of the work requirements,
including, but not necessarily limited to any equipment and materials necessary for providing
tree protection.
Prior to any construction activities, the Contractor and Arborist shall walk the site with the
Superintendent and Town Tree Warden to identify which trees will require protection and to
determine approved measures. The Arborist shall make recommendations as to appropriate
methods to trees. The Superintendent will have final decision as to trees and methods.
The Contractor is responsible for the protection of all existing trees and plants within and
immediately adjacent to the construction area that are not designated to be removed for the
length of the construction period.
Incidental to the cost of this item, the Contractor shall retain the services of a certified arborist,
who shall make recommendations as to the specific appropriate treatment of trees within or near
the work zone.
SUBMITTALS
Incidental to this item, the Contractor shall provide to the Superintendent one (1) copy each of
"Standards for Pruning Shade Trees" of the National Arborist Association, 174 Route 101,
Bedford, New Hampshire, 03102, and American National Standards Institute (ANSI) Standard
Z-133.1 and A300 Standard Practices for Tree, Shrub, and Other Woody Plant Maintenance, Part
1: Pruning. These references shall be kept by the Superintendent at his office for the length of the
Contract.
Prior to start of work, the Contractor shall submit to the Superintendent the name and
certification number of the Massachusetts Certified Arborist referenced herein. Cost for Certified
Arborist for all activities pertaining to this Item shall be incidental to this item.
MATERIALS
Note:
The use of piping of any type as a protective material shall not be approved for this use.
The contractor shall use only the materials listed herein.
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Town of Watertown Department of Public Works
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Fence and temporary fence posts shall be subject to the approval of the Superintendent.
Fencing for individual plants shall be polyethylene fencing or chain link fence (new or used).
Staking for individual tree protection fencing shall be 2x4 inch stock as directed and approved by
the Superintendent.
Wood chips or mulch shall conform to provisions under Materials Sections M6.04.0 through
M6.04.5 depending on the material selected by the Certified Arborist and the Tree Warden.
Trunk protection shall be 2x4 inch cladding, at least 8 feet in length, clad together with wire.
Trunk protection shall include burlap.
Temporary Tree Protection Fence shall be brightly colored Polypropylene barricade or wooden
snow fencing for tree protection or safety fencing as shown on the Contract drawings or as
directed by the Superintendent. Fencing shall be a minimum of 4 feet high and supported by steel
or hardwood stakes spaced at a maximum of 8 feet on center or by other means acceptable to the
Superintendent.
Incidental to this item, the Contractor shall provide water for maintaining plants in the
construction area that will have exposed root systems for any period during construction.
CONSTRUCTION METHODS
To the extent possible, to avoid soil compaction within the root zone, construction activities
including, but not limited to, vehicle movement, excavation, embankment, staging and storage of
materials or equipment shall not occur underneath the canopy (drip line) of trees to remain.
Where these activities will occur within 10 feet of the canopy of trees, the Contractor shall
provide Individual Tree Protection as specified herein.
Tree Fencing and Armoring
For individual tree protection, the Contractor shall set posts and fencing at the limits of the tree
canopy. Where construction activities closer to the trees is unavoidable, the contractor shall tie
branches out of the way and place wood chips or mulch as selected by the Certified Arborist and
the Tree Warden to a depth of 6 inches on the ground to protect the root systems. The Contractor
shall wrap the area of the trunk of the tree with burlap prior to armoring with 2x4 inch cladding.
Cladding for tree trunks shall extend from the base of the tree to at least 8 feet from the base.
To the extent possible, temporary landscaped fencing shall be installed at the limit of tree canopy
and shall be staked and maintained vertical for the length of the contract.
Where excavation within canopy is unavoidable, the Contractor shall use equipment and
methods that shall minimize damage to the tree roots, per recommendations of the Certified
Arborist and Tree Warden. Such methods may require root pruning prior to, as well as during,
any excavation activities and may, at the discretion of the Certified Arborist and the Tree
Warden, include coating faces with an emulsified asphalt or other acceptable coating. The
removal of roots I inch or larger will require approval by the Tree Warden or his designee prior
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Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
to their removal and procedures for their removal will be as directed by the Tree Warden. All
roots less than I" that must be removed shall be removed using a sharp instrument to insure a
clean, sharp cut is made. The tearing of roots shall be considered a wound to the tree. The
incorrect removal of roots can lead to the death of a street tree. At the discretion of the Certified
Arborist and the Tree Warden, wood chips or mulch may be required in all excavations adjacent
to tree routes will be filled with mulch.
All fencing, trunk protection, branch protection, and woodchips or mulch shall be maintained
throughout the duration of the contract. Protective fencing shall be repaired and woodchips or
mulch replaced as necessary during the duration of the contract at no additional cost.
Cutting and Pruning
Some pruning of roots and branches may be a necessary part of construction. Pruning will be
performed on the same side of the tree that roots have been severed.
The Contractor shall retain the services of a Massachusetts State Certified Arborist to oversee
any cutting of limbs, stem or roots of existing trees. All cuts shall be clean and executed with an
approved tool. Under no circumstances shall excavation in the tree protection area be made with
mechanical equipment that might damage the existing root systems. Any tree root area exposed
by construction shall be covered and watered immediately. Exposed tree roots shall be protected
by dampened burlap at all times until they can be covered with soil.
Watering
Water each tree within the construction area where work is in progress twice per week until the
surrounding soil of each tree is saturated for the duration of construction activities.
Removal of Protection
After all other construction activities are complete, but prior to final seeding, wood chips or
mulch (at the discretion of the Certified Arborist and the Tree Warden), temporary fencing,
branch protection, and trunk protection materials shall be removed and disposed off site by the
Contractor at no additional cost.
Tree Damage
The Contractor shall be held responsible for the health and survival of the existing trees in the
immediate vicinity of the of the construction area. Damage includes, but shall not be limited to,
injury to the bark, branches, cambium, or removal of roots, which is not carried out in
accordance with the guidelines set forth in this document. Damage that, in the Superintendent's
opinion, can be remedied by corrective measures shall be repaired immediately. If damage is
done to a tree during the installation work, the supervisor on the job shall immediately notify the
DPW of the location of the tree and the type of injury. The Contractor shall be required to use
proper arboricultural practices to repair any damage caused to trees. If the repair of damage to
trees is not performed in a timely and proper arboricultural manner, the Town reserves the right
to have the damage corrected by a Massachusetts Certified Arborist. The Contractor shall be
responsible for the costs of any repairs. Broken limbs shall be pruned according to industry
standards. Wounds shall not be painted unless directed by the Certified Arborist and the Tree
Warden. Trees or shrubs that are damaged irreparably shall, at the Superintendent's discretion,
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Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
be replaced at a 1:1 caliper inch ratio. Cost of replacement trees shall be borne by the
Contractor.
Where individual trees are to remain where grading, construction or other disturbance will take
place within the parameters specified above; or where the Superintendent determines that an
individual tree must be protected, these trees shall be protected and paid for under ITEM 102.51,
INDIVIDUAL TREE PROTECTION.
Item payment shall be scheduled throughout the length of contract: 30 percent of value shall be
paid upon installation, 30 percent approximately halfway through the contract, and the remainder
to be paid at the end of the contract after completion of construction operations that would
disturb plants and after the protection materials have been removed and properly disposed of off-
site by the Contractor.
BASIS OF PAYMENT
Work under this item shall be paid at the Contractor bid price per Each under Item 102.51 which
payment shall include full compensation for all labor, equipment, materials, and incidentals for
the satisfactory completion of the work, including the services of a certified arborist, water and
fertilizer, the subsequent removal and satisfactory disposal of the protective materials upon
completion of the contract, and all incidental items involved in tree protection.
Cost of wood chips or mulch, as required, shall be incidental to this item.
ITEM 119. RODENT CONTROL LUMP SUM
The work under these items shall conform to the relevant provisions of Sections 119 and the
following:
The work under this item shall include all work necessary to provide rodent control in the areas
of proposed construction. Such rodent control shall include a pre-construction survey of surface
rodent activity and sanitation deficiencies in and bordering the proposed work area. The
Contractor is required to make all efforts to reduce the activity of rodents within the proposed
work area prior, during and after construction has ceased, within the limits of work for the
duration of this project to the satisfaction of the Engineer.
CONSTRUCTION METHODS & SUBMITTALS
Baiting will include a pre-construction baiting program at each street location followed by a
maintenance-baiting program that lasts throughout the construction period. All baiting will be
done according to the rodenticide labeling as approved by the U.S. EPA and the Massachusetts
Department of Food and Agriculture. All bait applications will be made by licensed pest control
operators and based upon activity levels and distribution of rodent control populations.
Records shall be maintained on baiting and survey results. A summary of determinable results of
the control program must be submitted to the Engineer on a weekly basis. The summary must
include the types of bait used, baiting locations, a description of rodent activity and sanitation
conditions, and recommendations. Control shall include baiting of active rat burrows and the use
of tamper-resistant bait stations, as appropriate. Control shall also be applied at all manholes
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Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
and/or catch basins within the immediate contract area and to all catch basins and sewer
manholes on adjoining streets within 300 feet of the Project Limits as defined by this Contract.
The pest control operator must provide adequate liability insurance and be prepared to respond to
changes in rodent populations and any rodent related complaints associated with construction
activities.
Initial submittals (at the Pre-Construction Conference):
1. Name and qualifications of the pest control operator that will implement the Rodent
Control Program.
2. Description of the Rodent Control Program.
METHOD OF MEASUREMENT AND PAYMENT
Item 119. Will be measured and paid for at the Contract price per Lump Sum. The lump sum unit
price paid for under this item shall constitute full compensation for all activities required to
accomplish the control of rodent populations during construction of this project within the limits
specified. A payment in the amount of 50% of the price bid shall be made after the pre-
construction survey has been completed and the necessary steps for the duration of the project
have been initiated. The remaining 50% of each Item will be paid for at the conclusion of the
work as specified above or at a prior date as directed by the Engineer. The lump sum unit price
paid for under this Item shall also include full compensation for furnishing all materials, labor,
tools, equipment and all other incidentals necessary to complete the work under this Item to the
satisfaction of the Engineer.
ITEM 120.1 UNCLASSIFIED EXCAVATION CUBIC YARD
The work to be performed under this item shall conform to the relevant provisions of Section 120
of the Standard Specifications and the following:
GENERAL
The work under this Item shall include the removal of excavated earth or reclaimed base course
material and disposal of all types of existing curbs, all types of existing pavements, iron castings
not designated to be reused or reset, edging, fences of all types, signs, sign post, and foundation
not designated for reuse as determined by the DPW Superintendent, and all other materials not
classified and paid for under other items.
CONSTRUCTION METHODS
Edges of excavations made in existing pavements shall be squared by sawcutting with
power-driven tools to provide a neat, clean edge for joining new pavement. Ragged, uneven
edges shall not be acceptable. Pavement areas which have been broken or undermined shall be
edged neatly with minimum disturbance to remaining pavement.
Before starting excavation, the Contractor shall field check and verify all the vaults, septic
systems, sprinkler systems, and all other structures in the project area and make sure that the
contractors excavation work will not disturb or damage such structures.
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Town of Watertown Department of Public Works
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The Contractor shall exercise extreme caution not to disturb privately or public owned features
that abut the work when working next to existing retaining walls, landscaped features, shrubs and
hedges, walkways, driveways, buildings and fences of all types. If existing walls are disturbed,
they shall be reconstructed at the Contractor's expense to thoroughly match the existing wall in
color, texture, material and workmanship.
The contractor will coordinate construction activities with the owners of such structures and
obtain approval or permits, if necessary, prior to starting the excavation. Any damage done to
structures of any kind as a result of the excavation, installation of materials or backfilling and
compaction process will be the responsibility of the Contractor and will be repaired by the
Contractor at his own expense. The Property Owner or Utility Owner has the right to repair any
structure or feature damaged by the contractor at expense, using his/her contractor or forces and
bill the Contractor for all expenses incurred.
COMPENSATION
Compensation for salvaging any materials, including stacking, unless specifically paid for and/or
included under another specific item, will be included in the contract unit bid price for
unclassified excavation and no separate payments will be made.
BASIS OF PAYMENT
Work under this item shall be paid at the Contract bid price per Cubic Yard for Item 120.1 which
payment shall include full compensation for all material, labor, tools, equipment, disposal of all
unsuitable material, and any incidentals necessary for the satisfactory completion of the work as
specified herein. Payment for saw cutting shall be based on the contract unit price for Item 482.3
Sawing Asphalt Pavement per Foot or 482.4 Sawing Portland Cement Concrete per Foot based
on the actual material saw cut.
ITEM 129. PAVEMENT MILLING SOUARE YARD
The work to be performed under this item shall conform to the relevant provisions of Section 120
of the Standard Specifications and the following:
GENERAL
This work shall consist of removal of a variable depth of existing asphaltic concrete pavement by
milling in accordance with these specifications and in reasonably close conformity with the lines,
grades, and cross-sections as designated by the DPW Superintendent and shall conform
particularly to the relevant provisions of the Massachusetts Department of Transportation
Standard Specifications Subsection 120.66.
The work shall include the sawcutting of existing pavements which are to remain at limits of
milling and as directed by the DPW Superintendent. Sawcutting equipment shall be approved by
the DPW Superintendent prior to commencing work. Payment for sawcutting relative to milling
shall be paid separately under Item 482.5.
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Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
The locations were pavement milling is required may vary from the list of streets. For
Bidding Purposes: The minimum size of the milled area at any one location will be 300 feet
based on a typical width of 24 to 26 feet.
CONSTRUCTION METHODS
All edges of excavations made in existing pavements, driveways, and sidewalks which will not
be overlaid and which will be visible shall be squared by sawcutting with power-driven tools to
provide a neat, clean edge for joining new pavement and sidewalks as directed by the DPW
Superintendent. Ragged, uneven edges shall not be accepted. Areas which have been broken or
undetermined shall be edged neatly with a minimum disturbance to remaining pavement or
sidewalks.
Sawcut surfaces in roadway areas shall be treated with a hot poured rubberized asphalt sealer as
specified in accordance with Subsection 460.65 of the Standard Specifications, as amended, or as
directed by the DPW Superintendent. Sawcut surfaces shall be sprayed or painted with a
uniform thin tack coat of RS-I asphalt emulsion immediately before placement of hot mix
asphalt material against the surface. Hot Poured Rubberized Asphalt Sealer shall be used on the
longitudinal joint between two pavement sections.
Before the surface course is installed, existing pavement shall be milled in areas deemed
necessary by the DPW Superintendent to return a crown to the street and restore curbs at edge of
street. The milled surface shall conform generally to the grades and cross slope required, shall be
characterized by uniform, discontinuous longitudinal striations or other uniform pattern, and
shall be free from tears, gouging, broken or excessively grooved pavement. Planed surfaces
shall be free from imperfection that might hinder the application of new surfacing following this
operation.
If a milled pavement surface will be used by traffic, the Contractor shall install a warning sign
with the legend "GROOVED PAVEMENT AHEAD" (SP-1) and a supplemental panel with the
legend "MOTORCYCLES USE CAUTION" (SP-2), approximately 500 feet in advance of the
milled surface, facing incoming traffic. The signs will be required shall be paid separately under
Item 852.
If a milled pavement surface will be used by traffic, the Contractor shall mill the full width of
roadway each day so as not to leave a hazardous longitudinal pavement drop between lane passes
of the miller. The DPW Superintendent may allow the Contractor to construct a transition taper
at the longitudinal pavement drop so as not to leave a vertical face. The transition taper shall be
along the lane line and shall produce a wedge with a maximum slope of 6:1.
Milled areas shall be squared off for the full width of cut at the end of each working day and
temporary adjustments shall be made at driveways and intersecting streets for the convenience of
vehicular traffic. Transverse faces existing at the end of a work period should be tapered in a
manner approved by the DPW Superintendent to avoid a hazard for traffic.
Pavement surfaces that cannot be removed by milling equipment because of physical or
geometrical restraints should be removed by other methods acceptable to the DPW
Superintendent.
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Town of Watertown Department of Public Works
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Milling shall not be done prior to three calendar days before the placement of the final top
course.
Scheduling the Work
Pavement milling shall be scheduled such that the work is performed in close proximity to
the contractor's scheduled final paving date. The contractor shall schedule all other surface
preparation activities such as full depth patching, crack sealing, adjustments to manholes catch
basins and water boxes and as directed to follow the milling operations within a few days and the
final pavement overlay shall be scheduled within one week of the milling.
The Contractor shall vacuum sweep milled areas immediately after milling. No asphalt cuttings
or dust shall remain on site at the end of each work day. The asphalt cutting shall be removed
and become the property of the Contractor and shall be disposed of by the Contractor.
The Contractor shall vacuum sweep the cold planed pavement immediately before placement of
the final top course.
BASIS OF PAYMENT
Work under this Item shall be paid at the Contractor bid price for Item 129. Pavement Milling per
Square Yard. Such payment shall be considered full compensation for labor, materials,
equipment, tools, vacuum sweeping, and other incidentals necessary to satisfactorily complete
the work. Payment for temporary pavement wedges or full depth patches shall be made at the
contract unit price for Item 472. Hot Mix Asphalt for Miscellaneous Work per Ton. Payment for
RS-1 tack coat shall be paid separately under Item 452 Emulsion for Tack Coat per Gallon.
Payment for sawcutting shall be paid separately under Item 482.3 Sawing Asphalt Pavement per
Foot. Safety signing shall be paid separately under Item 852 Safety Signing for Traffic
Management per Square Foot.
ITEM 151. GRAVEL BORROW CUBIC YARD
The work to be performed under this item shall conform to the relevant provisions of Section 150
of the Standard Specifications, as directed by the DPW Superintendent and the following:
GENERAL
This work shall consist of furnishing and placing Gravel Borrow shall be supplied by the
contractor where necessary for replacing unsuitable material encountered during all aspects of
construction. Gravel Borrow used to replace unsuitable material shall be paid for only as
requested and directed by the DPW Superintendent prior to installation. Existing gravel borrow
shall be left in place unless the DPW Superintendent directs the contractor to replace all or part
of it.
MATERIALS
The gravel borrow shall conform to the Standard Specifications Section M1.03.0 Type c.
Reclaimed Pavement Borrow used under sidewalks and pavement shall conform to the Standard
Specification Section M1.09.0. Borrow material shall be comprised of either reclaimed asphalt or
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Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
crushed concrete. The borrow material shall be plant mixed with crushed stone as needed to meet
grading requirements for Type c borrow.
Borrow material shall be free of all material fibers such as wood or insulations, the borrow
material shall also be free of any brick chips or pieces. Borrow material shall also be free of any
metal reinforcement, mesh or fastens. Demolished building materials are not acceptable as
borrow material. The contractor shall supply a standard gradation list prepared by the borrow
material supplier that indicates the material borrow composition and gradation percentages.
CONSTRUCTION METHODS
The Town shall visually inspect and reject any and all gravel used for sidewalk and roadway
base material. The Town also reserves the right to test borrow material for conformance to the
specifications and the Contractor shall assist as required to obtain the information. Compaction
testing will be performed by the Town or by an inspection laboratory designated by the Town,
engaged and paid for by the Owner. If test results indicate that the borrow material does not
conform to specification requirements, the Contractor will be directed by the DPW
Superintendent to remove the defective material and replace with the correct and approved
material at no additional cost to the Town. If the defective work by requires re-compacting no
additional payment will be made for additional compaction required. The Contractor shall
replace as necessary all sub-standard borrow material as directed by the Engineer Any additional
costs incurred by the contractor to bring the work into compliance will be done at no additional
cost to the Town. All borrow materials under structures and buildings shall be field tested for
compliance with the requirements of this specification.
BASIS OF PAYMENT
Work under this item shall be paid at the Contractor bid price per Cubic Yard for Item 151 Gravel
Borrow. Such payment shall include full compensation for all material, labor, tools, equipment,
materials and any incidentals necessary for the satisfactory completion of the work as described
above.
ITEM 201. CATCH BASIN EACH
ITEM 202. MANHOLE EACH
ITEM 234.12 12 INCH POLYVINYL CHLORIDE- FOOT
SDR 35 DRAIN PIPE
Work to be done under this item shall conform to the relevant provisions of the 1988
Massachusetts Department of Transportation Standard Specifications for Highways and Bridges
Section 120, 140, 150, 170, 200 and the following:
GENERAL
The work shall consist of the replacement of existing drainage structures and piping required to
accomplish a structurally sound wearing surface at the direction of the DPW Superintendent.
The Contractor shall furnish all labor, materials, tools and equipment necessary to perform all
operations in connection with excavating bedding, placing and backfilling drainage structures
and piping.
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Payment for sawcutting relative to each item shall be considered incidental to the respective
item. No separate payment will be made for sawcutting. The work shall conform to the relevant
provision of Section 120 of the Standard Specifications and the following. The work shall
include the sawcutting of existing pavements required for installation or as directed by the DPW
Superintendent. Sawcutting equipment shall be approved by the DPW Superintendent prior to
commencing work.
All edges of excavations made in existing pavements, driveways, and sidewalks shall be squared
by sawcutting with power-driven tools to provide a neat, clean edge for joining existing
pavement and sidewalks. Ragged, uneven edges shall not be accepted. Areas which have been
broken or undetermined shall be edged neatly with a minimum disturbance to remaining
pavement or sidewalks.
Sawcut surfaces in roadway areas shall be treated with a hot poured rubberized asphalt sealer as
specified in accordance with Subsection 460.65 of the Standard Specifications, as amended, or as
directed by the Superintendent of Public Works and is considered incidental to this item. Sawcut
surfaces shall be sprayed or painted with a uniform thin coat of RS-1 asphalt emulsion
immediately before placement of hot mix asphalt material against the surface.
Any drainage structures directed to be abandon, as directed by the Superintendent, shall be
abandon in accordance with Section 140 of the Standard Specifications, the cost of which shall
be considered incidental to the work.
Pre-cast concrete units use for drainage structures including catch basins and drain manholes
shall conform to the Standard Specification Section M4.02.14. All catch basins will be provided
with a 4 foot (minimum) sump which shall be considered incidental to Item 201. The outlet pipe
of all catch basins shall include a Town of Watertown approved oil hood, LeBaron Foundry, Inc.
Catch Basin Trap Cat. No. L201-Mass. Standard 12 inch or Engineer approved equal. All other
aspects of these structures shall conform to Massachusetts Department of Transportation Standard
Construction Detail of the pre-cast concrete catch basin.
Joints shall be wetted and completely mortared immediately prior to setting a section. Contractor
shall be responsible for cutting through the precast structure for installation of all pipe connections.
Pipe used for storm drains shall be 12" diameter PVC (polyvinylchloride) pipe -type SDR 35
manufactured in accordance with ASTM D3034.
Cement mortar used for storm drainage systems shall conform to Section M4.02.15 of the
Standard Specifications.
All new drainage structures including Catch Basins and Manholes shall be backfill with control
density fill conforming to the following:
Control Density Fill shall be in accordance with the Supplemental Specifications dated June 15,
2012, Subsection M4.08.0 for Type IE Very Flowable (Excavatable). Control Density Fill shall
be considered incidental to the respective cost of the catch basins and manholes installed.
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Town of Watertown Department of Public Works
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Clay brick used for Drain manhole invert construction and adjusting frames to finished grade
shall conform to M4.05.2 of the Standard Specifications. All bricks shall be soaked in water
before laying. All joints shall be thoroughly flushed full of mortar and no joint on the inside face
shall be greater than 1/8 inch. The joints shall be pointed on the outside wall and the outside of
the brick work shall be parged with a 1/2 thick mortar coat.
Crushed stone bedding for drainage structures and pipes shall be at least 6 inches in thickness
and shall conform to section M2.01.1 of the Standard Specifications.
Gravel borrow for replacing unsuitable material shall consist of inert material that is hard,
durable stone and course sand, free from loam and clay, surface coatings, and deleterious
materials and shall conform to M1.03.0 of the Standard Specifications.
Material around the structure shall be compacted and a six inch thick high early strength concrete
collar shall be placed around the castings as directed by the DPW Superintendent. High early
strength concrete shall be 4000 psi at 28 day test, 3/4 inch aggregate, 5% air entrained, and have
a minimum 2 slump.
All drain manholes shall be built with brick table and brick inverts.
Contractor's attention is drawn to the fact that he is required to maintain street drainage as well
as dewater all trenches and excavations for structures as specified in Section 140 of the Standard
Specifications.
Disposal of all surplus material, associated arrangement, and expenses are consider incidental to
these respective items.
The contractor shall reset the existing frame and grate or manhole frame and cover or provide a
new frame and grate or frame and cover as directed by the engineer. Frames and grates or covers
shall be supplied and installed in accordance with these specifications.
BASIS OF PAYMENT
Payment for work under these items shall be at the contract unit price for Item 201. Catch Basin
per Each, and Item 202. Manhole per Each based on the structure installed. Such payment shall
be considered full compensation for furnishing the catch basins, manholes, gutter inlets including
excavation and bracing, dewatering as required, pre-cast concrete drainage structures, pipe
connections are included in the cost of the structure and new pipe sections shall be connected to
existing piping as required and in the correct size, backfill, compaction, incidental cement
concrete, cement mortar, and any incidentals needed to complete the structure as specified.
Crushed stone bedding shall be paid for at the contract unit price for Item 156 Crushed Stone per
Ton.
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Drainage pipes needed to replace sections of existing drains shall be paid for at the contract unit
price for Item 234.12, 12 Inch PVC SDR 35 per Foot. Such payment shall be considered full
compensation for all materials, excavation and backfill, labor and equipment needed to install
drains as specified herein. The cost of couplings is considered incidental to the cost of the pipe,
no separate payment will be made for couplings used to connect proposed pipe to existing pipe.
Connections to existing or proposed structures shall be considered incidental to the work, no
separate payment will be made for connecting pipes to structures. Note: existing drain pipes vary
in size from location to location. The contractor shall provide PVC drain pipe in the size to
match the existing pipe. Smaller diameter catch basin and gutter inlet leaders may be replaced
completely based on inspection and approval of the DPW Superintendent.
ITEM 202.10 WYE CONNECTION TO EXISTING DRAIN EACH
10 TO 12 INCH EXISTING PIPE SIZE
ITEM 202.15 WYE CONNECTION TO EXISTING DRAIN EACH
15 TO 18 INCH EXISTING PIPE SIZE
GENERAL
Work under this item shall conform to the relevant provisions of the Standard Specifications Section
201 and the following:
Where horizontal separation between utilities would preclude the installation of a drain/sewer
manhole and as directed by the DPW Superintendent or his authorized representative, proposed
catch basins shall be connected to the existing system of gravity street drains by installing wye
connections to the existing drainage/sewer trunk line. This work includes locating, excavating and
installing PVC wye connections to existing drainage/sewer lines as specified herein.
MATERIALS
Drainage Piping
Refer to drain/sewer pipe payment items for new drainages/sewer pipe requirements.
Drainage/Sewer Connection Fittings
Saddle style fittings with strap connections that require a side cut into the existing pipe shall
not be approved for use on this project.All wye connections shall be as specified herein.
Drain fittings shall be the same as those used in sanitary sewer installations. Fittings shall be molded
or fabricated in accordance with ASTM D-3034, and F-1336. Fittings shall be manufactured of
polyvinyl chloride meeting ASTM D1784 with a wall thickness meeting SDR-35 requirements. All
fittings shall be gasket type for connecting PVC pipe to PVC pipe. Gaskets for sewer fittings shall
meet ASTM F-477. All wye connectors shall have a 45 branch connections 90 degree or tee fittings
are not approved.
00900-16
Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
When connecting to an existing drain/sewer of dissimilar material the fitting shall be supplied with
straight ends and be connected with the appropriate sized banded rubber coupling with stainless
steel straps. If fittings with straight ends are not available, the contractor shall supply a bell end
fitting and use 2 spool pipes and rubber connectors to attach the fitting to the existing pipe. Spool
pipes shall not be less than 2 (two) feet in length.
Bedding and Backfill
All drain/sewer connections shall be bedded with 3/4" crushed stone in compliance with MASSDOT
M2.01.4
The Contractor shall use only suitable granular material over the crushed stone bedding. Trench
backfill shall be class I type only and shall not include alluvial materials, clays of any kind, loamy
or organic materials, silts or fine sands. Any materials considered unsuitable by the Engineer shall
be removed by the Contractor and shall be replace with suitable granular material such as processed
gravel or bank-run meeting the standard specification for gravel borrow type c.
CONSTRUCTION METHODS
When a wye connection is approved by the DPW to be installed, the contractor shall confirm the
existing pipe size and material, layout the location of the proposed connection, and locate the
proposed catch basins on the paved surface for approval by the DPW. The contractor shall insure
that the proposed connection aligns with the existing pipe invert and the proposed structure.
The contractor shall excavate to the existing pipe and dig around the pipe by hand if necessary
without breaking or dislocating the existing drain/sewer pipe. Once the existing connection point
has been excavated the contractor will mark and cut the pipe making note of the location of pipe
bells. Short pieces of existing pipe that are less than 18 inches shall be removed and the connection
shall be made to the next section of existing pipe.
The Contractor shall provide three ties between the drain/sewer wye. One to the downstream
drain/sewer manhole and two shall be made to permanent physical features. The ties shall be taken
such that the angle formed over the pipe line is not more than 60 degrees. The contractor shall
provide the DPW Superintendent with legible sketches of all ties taken. The sketches shall include
the tie distances, locations, date and the features that the connection is tied to.
All pipe connections between existing drain/sewer and new drain/sewer shall match the slopes and
sizes of the existing drain/sewer. The existing pipes shall be cut by power saws only and cuts shall
be clean and square to the line of the pipe. The lateral pipe to the new catch basin shall be sloped
away from the catch basin at not less than 1% (.01 feet per foot) and the branch of the wye
connection shall be rotated such that the bottom of the lateral is at or higher than the spring line of
the pipe.
00900-17
Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
If new sections of drain/sewer pipe are needed for connections, the sections shall be cut to size and
shall be fitted to the existing pipe with a banded rubber coupling. The new pipe shall be cut square
and pipe ends shall be flush with existing pipe or to the inside of the manhole. All connectors shall
have stainless steel bands tightened and the final connections shall be watertight. When connections
are made to existing manholes, the Contractor shall use hydraulic cement to provide a water tight
seal.
Gasket joints shall be coated with a manufacturer approved lubricant. The bell gasket shall be
thoroughly coated with lubricant and the pipe sections shall be connected by inserting the upper
section of pipe to a depth meeting the inside of the bell and the manufactures mark. If cuts are
needed the Contractor shall pre-mark the pipe end to the manufacturers recommended depth before
assembly. The Contractor shall cut all drain/sewer pipes with power driven saws only. All edges
shall be square and the outside of the newly cut end shall be beveled so as not to roll the gasket
during installation. The inside of the cut section shall be filed smooth, leaving no burrs on the inside
edge of the pipe.
The Contractor shall take care when assembling all pipe joints and fittings so as not to crack fitting
or pipe bells, warp pipes, roll the gaskets out of the molded grove in the pipe bell or in any way
distort the work.
The Contractor shall note that the items include all required excavation and backfill needed to
properly install the wye connection and properly compact backfill using an approved method. Wye
connections shall be bedded on at least 6 inches of crushed stone. The stone shall carry up the sides
of the pipe to at least 6 inches above the pipe crown. The crushed stone around all connections and
pipe shall be installed below the pipe invert and both sides by hand using a shovel to insure that the
stone completely surrounds the pipe invert and sides. The Contractor shall backfill the remaining
excavation with suitable material as specified to a 95% compaction by proctor method in 12"lifts.
BASIS OF PAYMENT
Payment for work under these items shall be made at the respective contract unit price. Wye
connections made to existing 10 or 12 inch drains will be paid for at the contract unit price for Item
202.10 Wye connection to Existing Drain 10 to 12 Inch Existing Pipe Size per Each. Wye
connections made to existing 15 or 18 inch drains will be paid for at the contract unit price for Item
202.15 Wye connection to Existing Drain 15 to 18 Inch Existing Pipe Size per Each. Based on the
number of wye connections installed and approved. The Contractor shall note that no separate
payment shall be made for the maintenance of drainage/sewer flow during the construction,
connection or modifications of the drain/sewer system. The costs of maintaining drain/sewer flow,
including by-pass piping,pumping and any temporary connections shall be considered incidental to
these items.
Such payment shall be considered full compensation for all measurement tie sketches and layout
time, payment includes all excavation, existing and proposed pipe cutting, fittings, miscellaneous
materials, labor, equipment, spool pipes sections to match existing pipes as needed, rubber
couplings, crushed stone and backfill and compaction needed to install the wye connection to the
depth required to meet existing or proposed inverts.
00900-18
Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
All lateral pipes shall be paid for at the contract unit price for Item 234.12 12 Inch Polyvinyl
Chloride Drain Pipe per foot the actual pipe installed and measured from the inside wall of the
structure to the side of the existing pipe. Spool sections needed to connect the wye fitting to the
existing pipe shall be included in the cost of the fitting.
All excavation and backfill needed to install pipes to the depth required to meet inverts as shown on
any proposed plans or record plans and as directed by the Engineer.
ITEM 220. DRAINAGE STRUCTURE ADJUSTED EACH
ITEM 220.2 DRAINAGE STRUCTURE REBUILT FOOT
ITEM 220.6 SANITARY STRUCTURE REBUILT FOOT
ITEM 220.7 SANITARY STRUCTURE ADJUSTED EACH
GENERAL
The work under these items shall conform to the relevant provisions of Section 220 of the Standard
Specifications and the following:
The contractor shall inspect the bases of all existing drainage and sanitary structures in the
contract area. If any of the structures are clogged with debris, broken masonry or rubble the
contractor shall notify the DPW Superintendent and make arrangements to have the structure
cleaned by the DPW. A minimum of 48 hours of notice is required. If the contractor does not
provide notice as specified herein, then the contractor shall be responsible for removing such
debris as requested by the DPW Superintendent during final inspection of the structure.
BASIS OF PAYMENT
All manholes in full depth reclaimed areas shall be remodeled in accordance with the standard
specifications which shall include breaking down the top of the structure to a depth 6 inches
below the bottom of the roadways proposed base course installing a steel plate to cover the
manhole opening during reclamation, backfill with gravel borrow top. Catch basins shall not be
lowered unless directed by the DPW.
After the road is reclaimed and binder course has been placed the contractor shall locate and
excavate to the structure and bring the top of the structure up to the finished elevation of the top
pavement course prior to the installation of the top course paving unless directed otherwise. For
all structures lowered in reclaimed areas, the adjustment of the manhole frame and cover for the
structure shall be consider incident to Items 220.5 Drainage Structure Remodeled and 220.8
Sanitary Structure Remodeled respectively. Partial payment for lowering the structure will not be
made for either of these items.
Where drainage structures or sanitary structures are to be set flush with the binder course as
directed by the DPW due to seasonal work stoppage. The manhole frames and covers shall be
readjusted in the spring of the following year and shall be adjusted to the final top course at that
time. The second adjustment made to a structure shall be paid for at the contract unit price for
Items 220 Drainage Structure Adjusted and 220.7 Sanitary Structure Adjusted respectively.
00900-19
Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
All structures directed to receive a new frame and grate or cover, the cost of the frame and grate
or cover shall include final adjustments to finished grade as directed. The cost of the adjustment
is included in the contract bid price for Item 222.3 Frame and Grate or Cover (Municipal
Standard)per each.
If a frame and grate or frame and cover is reused on a structure that was adjusted or rebuilt the
cost of removing and resetting shall be paid for at the contract unit price for Item 220 Drainage
Structure Adjusted or Item 220.8 Sanitary Structure adjusted, which shall include resetting and
adjusting the frame and grate or cover to finished grade.
The castings of all structures located in areas to be milled and overlaid shall be adjusted to
finished grade or shall have new castings installed as directed by the DPW Superintendent.
ITEM 222.3 FRAME AND GRATE (OR COVER) MUNICIPAL STANDARD EACH
Work to be done under this item shall conform to the relevant provisions of the 1988 MassDOT
Standard Specifications for Highways and Bridges Sections 201, 220, and the following:
GENERAL
This work shall consist of existing frame and grate or covers to be replaced in locations directed
by the DPW Superintendent. Frame and grates or covers shall be municipal standard manufactured
by East Jordon Iron Works (EJM, a.k.a. LeBaron Foundry, Inc.; Neenah Foundry, Inc.; E. J.
Prescott, Inc. and the following:
MATERIALS
All Manhole Cover Frames shall be as manufactured by EJ a.k.a. East Jordon Iron Works meeting
the following: EJIW product#00211011 (LK110A, 8 inch deep)
Drain Manhole Covers shall be EJIW product#00211025
(The word DRAIN in 3 inch letters shall be cast into the cover)
Sewer Manhole Covers shall be EJIW product#00211023
(The word SEWER in 3 inch letters shall be cast into the cover)
Catch Basin Grates shall be EJIW product#00552060
Catch Basin Frames with 3 flanged sides shall be EJIW product#00552311
Catch Basin Frames with 4 flanged sides shall be EJIW product#00552411
CONSTRUCTION METHOD
Castings shall be set, as directed by the DPW Superintendent, so that final grade of the manhole
cover or catch basin grate is flush with the final course of hot mix asphalt pavement. Material
around the structure shall be compacted and high early strength concrete collars shall be placed
00900-20
Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
around the castings. High early strength concrete shall be 4,000 PSI at 28 day test, 3/4"
aggregate, 5% air entrained, and have a maximum 4" slump.
BASIS OF PAYMENT
Work under this Item shall be paid at the Contract bid price per each under Item 222.3 Frame and
Grate or Cover Municipal Standard for the number of frames and grates or covers actually
supplied by the contractor. Which shall include full compensation for labor, equipment, tools,
disposal of existing covers and grates as directed by the DPW Superintendent, and any
incidentals necessary for the satisfactory completion of the work as specified. Should the DPW
Superintendent or his representative request certain castings be delivered to and stacked at the
Town DPW facility located at 124 Orchard Street, the cost shall be paid for under Item 223.2.
Frames and Grates or Covers supplied by the Watertown DPW will be installed as directed and
no payment will be made for this item.
ITEM 223.2 FRAME AND GRATE (OR COVER) EACH
REMOVED AND DISCARD
GENERAL
Work to be done under this item shall conform to the relevant provisions of the 1988
Massachusetts Department of Transportation Standard Specifications for Highways and Bridges
Sections 201, 220 and the following:
The work shall include catch basins, drain manhole, sanitary manhole and other Town owned
structures.
Existing frames and grates/covers that are broken or odd sized and are not considered reusable
by the DPW Superintendent for continued use shall be replaced with new castings and shall be
paid under Item 222.3. The Contractor shall be responsible for the removal of the unfit castings,
transportation to the DPW facility located at 124 Orchard Street or disposal (as directed by the
DPW Superintendent) and the installation of the new castings.
The Contractor shall be held responsible for the protection of the castings. Any frames, grates,
or covers damaged or lost in any manner during the progress of the construction shall be replaced
with new castings as specified by the Superintendent at the Contractor's expense.
BASIS OF PAYMENT
Work under this item shall be at the Contractor bid price for Item 223. Frame and Grate (or
Cover) Removed and Discard per each. Such payment shall be considered full compensation for
all excavation, removal or transporting and any other incidentals necessary for the satisfactory
completion of this work as specified. Should the DPW Superintendent or his representative
request certain castings be delivered to and stacked at the Town DPW facility located at 124
Orchard Street, the cost shall be considered incidental to this item.
00900-21
Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
ITEM 403. RECLAIMED PAVEMENT FOR BASE SOUARE YARD
COURSE AND/OR SUB-BASE
Work under this item shall conform to the relevant provisions of Section 403 and the following:
GENERAL
The limits of the proposed roadway to be reclaimed shall be marked out by the town or their
representative prior to the start of work. All manholes, gates and other structures that are to be
lowered shall be done in accordance with the Standard Specifications. The contractor shall take
field ties "measurements" and prepare legible field tie sketches of the structure locations. All
completed sketches shall be copied and provided to the DPW before the roadway is reclaimed.
The contractor shall coordinate his/her binder paving operations such that the reclaimed
and graded roadway surface be paved within 48 hours of the grading being completed.
Before paving operations commence the contractor shall scrape and recompact the top of the
base course so as to eliminate any ruts or unevenness in the surface.
The contractor shall have experienced personnel or a registered surveyor, establish the roadway
location and record the existing roadway grades and sections along the roadway. The contractor
shall tie the existing information to a series of temporary bench marks in frequency suitable for
the contractor to reestablish the final grades of the completed roadway.
The proposed roadway base course will be staked at intervals of not more than 25 feet at the
center and both gutters and the base course shall be final graded based on the grades with
modifications as needed to establish positive drainage to the existing drainage system.
The contractor shall provide a finished and compacted base course graded to provide
enough depth so as to allow the proposed typical roadway section complete with curbing to
be installed with the proper curb reveal as noted on the sections with the grass strip and
the sidewalk sloping toward the street, and meeting all existing back of sidewalk grades
and driveway grades without excessive modifications to abutter's property. The minimum
depth of reclaimed base course shall be as noted in the roadway sections provided.
The contractor shall remove excess reclaimed base course material in accordance with Section
120 of the Standard Specifications.
The rehabilitation and reclamation of the existing pavement shall be done in such areas and such
sequence as to cause a minimum interruption to traffic and pedestrians. The DPW
Superintendent, has the right to modify the construction sequence as conditions warrant.
Suitable ramping with processed gravel shall be in place at the beginning and end of each work
zone and at all driveways to allow for smooth and safe travel and access to abutters.
ITEM 472. HOT MIX ASPHALT FOR MISCELLANEOUS WORK TON
Work to be done under this item shall conform to the relevant provisions of Section 142 of the
Standard Specifications and the following:
00900-22
Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
GENERAL
This item shall be used as directed by the engineer or DPW superintendent to provide temporary
and permanent patches over existing utility trenches, sidewalk abutting tree roots, catch basins
and manholes as follows:
FOR TEMPORARY PATCHES IN ROADWAY AREAS TO BE RECONSTRUCTED
All temporary patches shall be HMA binder course material placed in one layer 2 inches thick.
FOR PERMANENT PATCHES IN ROADWAY
Permanent patches shall be the same finished thickness as the existing pavement. Permanent
patches shall be placed in multiple layers of HMA binder material not more that 2 inches thick.
The top course material for all permanent patches shall be 2 inches of HMA top course material
for roadway patches and for driveways placed not less than 1" thick. The edges of the permanent
patch shall be treated with RS-1 emulsion and cut-back.
FOR PERMANENT PATCHES IN MILLED PAVEMENT AREAS
Patches in milled pavement areas shall be the same thickness as the existing pavement. Except
that the patch thickness shall be 1 inch below the existing grade or even with the milled depth
and placed in multiple layers of HMA binder material not more that 2 inches thick.
FOR TRANSITIONS AT MILLED PAVEMENT AREA LIMITS
As directed, the contractor shall install temporary transitions not less than 2 feet long between
milled and existing pavement joints to smooth transitions. Transition will be removed by the
contractor before final pavement is placed.
MATERIAL
The Contractor shall use Class I Type I-1 hot mix asphalt, top course, for permanent patching
asphalt pavements in lifts not to exceed 2 inches in thickness. The thickness of the patch shall
match the existing pavement thickness or be a minimum of 5 inches in roadways. Areas to be
patched shall be saw cut back 12" in order to provide straight lines for bonding and a neat, clean
edge for joining new pavement and sidewalks through the pavement thickness. Sawcutting
equipment shall be approved by the DPW Superintendent prior to commencing work. Ragged,
uneven edges shall not be accepted. Areas which have been broken or undetermined shall be
edged neatly with a minimum disturbance to remaining pavement.
CONSTRUCTION METHOD
Sawcut surfaces in roadway areas shall be treated with a RS-1 emulsion or as directed by the
DPW Superintendent. Sawn edges shall be sprayed or painted with a uniform thin coat of RS-1
asphalt emulsion immediately before placement of hot mix asphalt material against the surface.
00900-23
Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
Excess debris shall be disposed of. Emulsion shall be applied on all sidewalls prior to placement
of hot mix asphalt. Joints shall be sealed with emulsion and sanded after hot mix asphalt is in
place. The contact surfaces of manholes, catch basins or other appurtenant structures in
pavement shall be painted thoroughly with a thin uniform coating of bitumen ("Standard
Specification"RS-1)just before any mixture is placed against them.
Care is to be used in the excavation so as not to disturb the adjacent surface. The bottom of the
excavation is to be machine compacted.
Each lift shall be machine tamped to achieve maximum density immediately. Final rolling of the
finish course surface shall be performed by a steel wheel roller at a mix temperature and at a time
sufficient to allow for final smoothing of the surface, removal of roller marks and thorough
compaction. Edges of the final area and the entire perimeter of the newly repaired area shall be
sealed with a suitable asphalt emulsion RS-1. The top lift shall consist of one and a half(1'/2)
inches of top course which shall be properly compacted to level adjacent areas.
The work shall include the excavation and satisfactory disposal, as directed by the
Superintendent, of all materials encountered within the limits of the contract beyond those
materials specifically classified and paid for under other items of this contract.
The Contractor performing work under this Contract shall purchase and haul hot mix asphalt
from an approved asphalt production plant located within a radius of 30 road miles from the
Town of Watertown.
Hot mix asphalt shall be maintained at temperatures as specified in the Massachusetts
Department of Transportation Specification for Highways and Bridges, 1988, Section 460.61,
Transportation and Delivery of Mixtures.
Disposal of all surplus material, associated arrangement and expenses are the responsibilities of
the Contractor.
No vehicular traffic or loads shall be permitted on newly completed pavement until adequate
stability has been attained and the material has cooled sufficiently to prevent distortion or loss of
fines. The period of time before opening the new pavement to traffic due to weather or other
conditions may be extended at the discretion of the Superintendent.
If at any time before the final acceptance of the work, any soft, imperfect places or spots shall
develop in the surface, all such places shall be removed and replaced with new materials and
then compacted until the edges at which the new work connect with the old becomes invisible, at
no additional cost. During the one year guarantee period, the Contractor shall maintain the
surfacing and shall promptly fill with similar material any depressions and holes that may occur
so as to keep the surfacing in a safe and satisfactory condition for traffic.
It is the Contractor's responsibility to ensure that construction not result in debris entering
drainage structures and pipes. The Contractor is responsible for cleaning all drainage structures
and pipes impacted by construction at no additional compensation.
00900-24
Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
The Contractor shall maintain traffic flow during construction in conformance with details and
specifications of the latest version of the Manual on Uniform Traffic Control Devices. The cost
for the maintenance of traffic shall be considered incidental to this item.
BASIS OF PAYMENT
Work under this Item shall be paid at the Contract bid price for Item 472. Hot Mix Asphalt for
Miscellaneous Work per Ton, such payment shall include full compensation for hand spreading,
grading and compaction, preparation of sub-base, sealing and sanding joints, sweeping adjacent
areas and any other incidentals not covered under other items. Additional gravel borrow needed
to fill deep areas shall be paid for at the contract unit price for Item 151. Gravel Borrow per
cubic yard. Adjustment of public utility structures including water service boxes, gate boxes
sanitary manholes, catch basins and drain manhole structures to finished grade and replacement
of frame and grates or covers (as directed) shall be paid for under the respective adjustment
items.
ITEM 482.3 SAWING ASPHALT PAVEMENT FOOT
The work under this item shall consist of sawcutting the existing asphalt pavement with power
driven tools to provide a neat, clean edge for joining new pavement as shown on the plans or as
directed by the DPW Superintendent. Ragged, uneven edges shall not be accepted.
GENERAL
Sawcuts shall be made in existing pavement at the interface of existing hot mix asphalt walks
and driveways with proposed sidewalk and driveway, limits of paving, limits of raised crosswalk
transition areas, and as directed by the DPW Superintendent. At no time will feathering of
pavement to meet existing conditions be permitted. The full depth of the existing pavement shall
be cut along a uniform line with an approved power-driven saw.
Sawcut equipment shall be approved by the DPW Superintendent prior to commencing work.
Areas which have been broken or undermined shall be edged neatly with minimum disturbance
to remaining pavement or sidewalks.
METHOD OF MEASUREMENT AND BASIS OF PAYMENT
Measurement and Payment under this item will be made at the contract bid price per Foot of
sawcut completed at locations specified above, which price shall constitute full compensation for
all labor, tools, equipment, materials, transportation and other incidentals necessary to complete
the work.
00900-25
Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
ITEM 504. GRANITE CURB TYPE VA-4 STRAIGHT FOOT
ITEM 504.1 GRANITE CURB TYPE VA-4 CURVED FOOT
ITEM 516. GRANITE CURB CORNER—TYPE A EACH
Work to be done under these items shall conform to the relevant provisions of the 1988
Massachusetts Department of Transportation Standard Specifications for Highways and Bridges
Sections 501 and 580, Town of Watertown Sidewalk and Curbing Ordinance latest revision, and
the following:
CONSTRUCTION METHODS
The Contractor shall excavate a trench for the curb that is eighteen (18) inches wide and as deep
as required to allow the sub-grade to be 6 inches below the bottom of the curbing section. The
finished curb reveal shall be 6 inches unless approved otherwise by the DPW Superintendent.
All edges of excavations for curbing that are made in existing pavements to remain, driveways,
and sidewalks which will not be overlaid and which will be visible shall be squared by
sawcutting with power-driven tools to provide a neat, clean edge for joining new pavement and
sidewalks as shown on the Plans. Ragged, uneven edges shall not be accepted. Areas which
have been broken or undetermined shall be edged neatly with a minimum disturbance to
remaining pavement or sidewalks.
Excavations for curbing installed adjacent to new binder surfaces shall be cut with a jack
hammer to break the binder course no more than 6 inches in front of the finished curb face.
The back side (sidewalk side) of the curb shall be filled with existing material to the elevation of
the sub-base of the sidewalk. If the material is deemed unsuitable by the Superintendent, the
back side shall be backfilled with gravel borrow as specified. The front side (street side) of the
curb shall be filled with not less than 4" of high early strength cement concrete. Cement concrete
shall be 3000 PSI at 28 day Test, 3/4" aggregate, 5% air entrainment, and maximum 4" slump.
As directed by the Superintendent, the pavement shall be cut back and patched with hot mix
asphalt.
The joints shall be pointed with mortar conforming to MassDOT Standard Specification
Subsections M4.02.15 of the 1988 MassDOT Standard Specifications.
00900-26
Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
Any work requiring chamfering or cutting of curb shall be incidental to these items. If curbing
ends need to be tapered for the installation of wheel chair ramps. The contractor shall cut the
ends of curbing so as to provide a smooth transition and a uniformed joint between all curbing
sections. All curbing shall be cut using power driven saws only.
All curbing unsuitable for continued use shall be disposed of by the Contractor as directed by the
DPW Superintendent.
BASIS OF PAYMENT
The work under these items shall be paid for at the Contract bid price for Item 504. Granite Curb
Type VA4 Straight per foot., 504.1 Granite Curb Type VA-4 Curved per foot, respectively for
the actual feet of curbing installed including tapered curbing for wheel chair ramps. Curb
Corners for driveways shall be paid for at the contract unit price for Item 516. Curb Corner Type
A per each. Such payment shall be considered full compensation for furnishing, all materials,
tools, equipment, labor, and cutting needed to install the curbing as specified.
Excavation and removal of excavated material shall be paid for under Item 120.1 Unclassified
Excavation per Cubic Yard. Gravel borrow for curb foundation and setting shall be paid for at
the contract unit price for Item 151. Gravel Borrow per Cubic Yard. When saw cutting an
existing pavement surface to remain, the pavement cutting shall be paid for at the contract unit
price for Item 482.5 Sawing Asphalt Pavement and Sidewalk Joints per foot. Hot mix asphalt
patching in areas meeting existing surfaces to remain shall be paid for at the contract unit price
for Item 472. Hot Mix Asphalt for Miscellaneous Work per Ton.
Cutting in new binder to install curbing shall be considered incidental to the cost of the curbing
installation. High early strength concrete for setting curbing shall be included in the cost of the
curbing item installed no separate payment will be made for this item.
ITEM 520.11 SPECIAL CONCRETE CURB-CAST IN PLACE FOOT
Work to be done under this item shall conform to the relevant provisions of the 1988
Massachusetts Department of Transportation Standard Specifications for Highways and Bridges
Section 120, Section 501 and Section 901 and the following:
GENERAL
The work under this item shall include excavating, forming and casting cement concrete curbing
at areas where the proposed sidewalk grade will be lower than the existing grade and an abutting
structure may be undermined as a result of the grade change. The locations and lengths of special
concrete curb-cast in place shall be determined by the Watertown DPW Superintendent or his
representative.
MATERIAL
Special concrete curb cast in place shall be formed using smooth plywood either straight or
curved as required to meet field conditions. The form work shall be consistent with forming
materials used to form cast in place concrete walls and shall conform to the Standard
Specifications Section 901 Cement Concrete Masonry. Cement concrete used to cast Special
concrete curb cast in place shall be 4000 p.s.i, 610, 3/4" high early strength cement concrete with
a maximum slump of 4 inches.
00900-27
Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
CONSTRUCTION METHODS
The contractor shall take care and use caution when excavating next to walls or fences so as to
not damage these structures. The grade below the proposed curbing shall be even, smooth and
compacted. The contractor shall form the proposed curbing to the lengths and elevations as
determined by the DPW Superintendent or his representative. The forms for curbing shall be set
to grade and braced properly with stakes and braces to insure that the form will not rise or tip
when the concrete is placed. The joints between sections of forming shall be smooth so as to
leave a smooth face when the forms are removed. The forms shall be sprayed with a release to
insure that the formwork will pull away freely.
Once the concrete is placed the contractor shall vibrate the fresh concrete to insure that the face
of the curbing will be free of air voids and other imperfections. The top edge of the curb shall be
troweled with the same concrete edging tool used to edge concrete sidewalks. The contractor
shall strip the forms based on the weather conditions and placement time. At a minimum the
cubing shall be allowed to cure for at least 48 hours. In conditions where the temperature is
lower than 45 degrees the curing shall be at least 72 hours. Once cured and stripped the
contractor shall inspect the surface of the curbing for inperfections and repair any voids with a
cement and sand paste mixture.
METHOD OF MEASURMENT
Special concrete curb cast in place whether straight or curved shall be measured by the linear
foot along the top of the completed curbing.
BASIS OF PAYMENT
Special concrete curb cast in place shall be paid for at the contract unit price for Item 706. 11
Special Concrete Curb Cast in Place per Foot. Such payment shall be considered full
compensation for all sawcutting, excavation, compaction, forming installation, removal and
disposal, all labor, equipment, tools, materials including completed formwork and cement
concrete, release agents, needed to install special concrete curbing as specified herein.
ITEM 570.3 HOT MIX ASPHALT CURB TYPE 3 FOOT
Work to be done under this item shall conform to the relevant provisions of the Massachusetts
Department of Transportation Standard Specifications for Highways and Bridges Section 501,
Town of Watertown Sidewalk and Curbing Ordinance latest revision, and the following:
GENERAL
The work under this item shall include constructing hot mix asphalt curb Type 3 as directed by
the DPW Superintendent.
MATERIALS
Hot mix asphalt curb shall be Type 3 as shown on the 2017 MassDOT Standard Construction
Detail E 106.2.0 and as specified in Subsection M3.12.0 of the Standard Specifications.
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Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
CONSTRUCTION METHODS
The existing curbing that abuts new curb shall be treated with RS-1 emulsion before the new
curbing is placed. In areas were the proposed curbing is to be placed on a milled surface or on a
newly paved surface the surface beneath the curbing shall be treated with RS-1 emulsion.
Hot mix asphalt mixture shall be placed and compacted with a machine acceptable and approved
by the DPW Superintendant. The machine shall be capable of forming the hot mix asphalt true
to line and grade and to the shape stipulated. The hot mix asphalt curb shall be formed as shown
in the 2017 MassDOT Standard Construction Details.
If any time before the acceptance of the work any soft or imperfect spots develop in the exposed
surface of the curb, the curbing shall be removed and replaced, as directed by the DPW
Superintendent, with new curbing, without additional compensation.
BASIS OF PAYMENT
Work under this item shall be paid at the contract unit price for Item 570.3 Hot Mix Asphalt Curb
Type 3 per foot. Such payment shall be considered full compensation for all materials, tools and
equipment needed install the curbing as specified. Sawcutting the existing curbing and providing
RS-1 emulsion shall be considered incidental to the cost of this item. The cost of removing and
disposing of the existing curbing shall be paid for under Item 120.1 Unclassified Excavation.
ITEM 580. CURB REMOVED AND RESET FOOT
ITEM 582. CURB CORNER REMOVED AND RESET EACH
The work under this item shall conform to the relevant provisions of Section 580 of the Standard
Specifications and the following:
GENERAL
The work under this item shall be removed and resetting the existing granite curbing and curb
corners deemed in acceptable condition as identified by the DPW Superintendent. The curb to be
reset will be removed and reset in new gravel bedding to meet the final grades.
MATERIALS
Gravel Borrow for setting curbing shall be in accordance with Item 151. Gravel Borrow as
specified herein.
Cement concrete used in front of curbing shall be 3000 p.s.i., 1/4", 520 high early strength cement
concrete.
The curbing joints shall be pointed with mortar conforming to M4.02.15 of the Standard
Specifications.
CONSTRUCTION METHODS
If the proposed work requires that the existing curbing be used for the construction of wheelchair
ramps, or driveway opening transition, or if the top line of the curbing must be tapered then the
contractor shall cut the curbing as needed to make the appropriate transition and keep a uniformed
vertical joint.
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Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
When curbing is proposed to be removed and reset in areas were the roadway is being milled and
overlaid the contractor shall saw cut at least 6" in front of the curb. All material excavated during
curbing removal that is considered by the engineer to be adequate for resetting the curbing shall be
stacked behind the curb line for reuse. If the engineer determines that the material is not adequate
then the contractor shall remove the material and replace with gravel borrow as directed.
If the curbing is to be placed against a solid edge of either new or existing pavement the pavement
shall be cut 6 inches in front of the proposed curb line and the void shall be filled with cement
concrete as specified.
The Contractor shall excavate a trench for the curb that is eighteen (18) inches wide and as deep
as required to allow the curbing to be set on a minimum of 6 inches of gravel. The finished curb
reveal may vary based on the location, the final curb reveal shall be as directed by the DPW
Superintendent. All excavation work shall be in accordance with Section 120 of the Standard
Specifications. The contractor shall excavate all curbing trenches square and to the depth
required to set the curbing.
All edges of excavations made in existing pavements, driveways, and sidewalks which will not
be overlaid and which will be visible shall be squared by sawcutting with power-driven tools to
provide a neat, clean edge for joining new pavement and sidewalks. Ragged, uneven edges shall
not be accepted. Areas which have been broken or undetermined shall be edged neatly with a
minimum disturbance to remaining pavement or sidewalks.
Existing curbing shall not be relocated or cut unless the contractor is directed by the DPW
Superintendent to do so. If cutting is required the curbing shall be cut to length using power
driven saws or by hydraulic breakers. The contractor shall cut curbing cleanly. Any ragged edges
shall be hammered or saw cut clean and the resulting curbing shall fix together with uniformed
straight joints.
The minimum length of any piece of curbing shall not be less than 2 feet and only one short
section of curbing shall be allowed in a string of curbing.
The contractor may use straight or curved sections of curbing to install tapered sections provided
that the visible portions of the curbing are straight and the joints between the curbing sections is
even.
Curbing shall be set by skilled workers to lines and grades established using steel pins and taut
lines set at the correct reveal height. The curbing shall be placed on gravel borrow as specified
using methods that will not damage the curbing face. The contractor shall use bars to move the
curbing into place and set the curbing by tamping the ends into place. Gravel shall be tamped
under and around the curbing to insure that the curb sections remain straight, plumb and true to
grade.
Cement concrete as specified shall be placed in front of the set curbing and against existing
pavement. The concrete shall be placed and leveled off with shovels or brooms used to compact
the concrete and fill all voids in the face of the excavation. If the curbing is being set in a
location that will not be finished paved, then the concrete shall be left at 2 inches below the
00900-30
Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
finished street grade to allow for hot mix asphalt to be placed. If the curbing is installed in new
binder to be overlaid then the concrete shall be set to the top of the binder course.
The contractor shall clean any concrete stained pavement or curbing face with water during the
placement of the concrete. Stained surface shall not be allowed to dry.
All curbing joints shall be mortared solid using mortar as specified.
BASIS OF PAYMENT
Existing straight or curved curbing removed and reset shall be paid at the Contract unit bid price
for Item 580. Curb Removed and Reset per foot. Existing curb corners removed and reset shall
be paid for at the contract unit bid price for Item 582. Curb Corner Removed and Reset per Each.
Such payment shall be considered full compensation for excavation, removal, cleaning, tools,
equipment, labor, high early strength concrete and any other incidentals necessary for the
satisfactory completion of this work as specified. Saw cuts at the front of the existing curbing
being reset against an existing pavement surface to remain shall be paid for at the contract unit
price for Item 485.5 Sawing Asphalt and Sidewalk Joints. No separate payment shall be made
for cutting new pavement base to remove and reset curbing. Gravel borrow for setting curbing
shall be paid for at the contract unit price for Item 151. Gravel Borrow per Cubic Yard. Cement
concrete for curbing installation shall be considered incidental to the curbing item, no separate
payment will be made for cement concrete used to set curbing.
ITEM 619.11 STEEL BACKED TIMBER GUARDRAIL - TYPE A FOOT
ITEM 619.51 STEEL BACKED TIMBER GUARDRAIL TERMINAL SECTION EACH
TYPE SBT-FAT
The work under these items shall conform to the relevant provisions of Standard Specifications
For Construction Of Roads And Bridges On Federal Highway Projects (FP-03), the details
included in the plan set, and the following:
Timber for the rail of the steel backed timber guardrail shall be preservative treated Southern
Pine or Douglas Fir. Southern Pine shall be of Select Structural No. 1 Dense S.R. (Minimum
Fc=1900 PSI) or better. Douglas Fir shall be of Commercial Grade Select Structure S.R.
(Minimum Fc=1900 PSI) or better. Rough sawn timber tolerance shall apply only to the timber
cross section and post length. Rail lengths shall be as shown on the Details. Plate and bolt
spacing as specified in the standard FHWA Standard Drawings 617-60 and 617-61.
Structural steel for the steel backed timber guardrail shall be weathering steel conforming to
AASHTO M161 (ASTM A242) or AASHTO M222 (ASTM A588). Fastener hardware for the
steel backed timber guardrail shall be weathering steel conforming to AASHTO M 164, Type 3
(ASTM A325, Type 3).
Punch or drill pilot holes no more than 1/2 inch larger than the post dimensions. Drive the posts
into the pilot holes and set the posts plumb. Backfill and compact around the posts with
acceptable material.
00900-31
Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
Where it is not possible to maintain a 2 foot minimum between the back of the guardrail post and
the top of a slope 2:1 or steeper, the post length shall be increased to 8 feet.
Timber for steel backed guardrail shall be treated with chromated copper arsenate, ammoniacal
copper zinc arsenate, or ammoniacal copper arsenate. The minimum retention shall be 0.6
pounds per cubic foot of dry lumber.
Timber field cutting of posts and rails where required to produce a close fit at joints will be
permitted. Field cuts shall be re-treated with two heavy coats of chromated copper arsenate
applied with a brush of sprayer. Field cuts shall not be in contact with the ground.
Specified hole diameters and slot dimensions in the structural steel shall not be modified in the
field.
The slope behind the installed guardrail, to receive loam and seed, shall be stabilized with jute
mesh as shown on the contract drawings. This installation shall be considered incidental to this
item and no separate payment will be made for its installation.
Method of Measurement
Measurement for Item 619.11 shall be by the linear foot.
Measurement for items 619.51 shall be by the unit, each.
Basis of Pavment
Payment for Item 619.11 shall be at the Contract unit price per foot, which price shall include all
labor, material, equipment and all incidental work to install the guardrail as shown on the Details
and/or as directed by the Engineer.
Payment for Item 619.51 shall be at the Contract unit price, each, which price shall include all
labor, material, equipment and all incidental work to install a steel backed timber rail terminal
connection as shown on the Details and/or as directed by the Engineer.
ITEM 697.1 SILT SACK EACH
The work under this item shall conform to the Standard Specifications Section 670, as directed
by the Town, and the following:
GENERAL
Contractor shall provide and maintain silt sack at all existing catch basins within the project
limits and as directed by the DPW Superintendent.
00900-32
Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
MATERIALS
The silt sack shall be manufactured from a woven polypropylene fabric with an oil-absorbent
pillow insert or made completely from an oil-absorbent fabric with a woven pillow insert that
meets or exceeds the following specifications.
PROPERTIES TEST METHOD UNITS
Grab Tensile Strength ASTM D-4632 265 LBS
Grab Tensile Elongation ASTM D-4632 20%
Puncture ASTM D-4833 135 LBS
Mullen Burst ASTM D-3786 420 PS
Trapezoid Tear ASTM D-4533 45 LBS
UV Resistance ASTM D-4355 90%
Apparent Opening Size ASTM D-4751 20 US SIEVE
Flow Rate ASTM D-4491 200GAL/MIN/SQ FT
Permittivity ASTM D-4491 1.5 SEC-1
CONSTRUCTION METHODS
The work under this item shall include the periodic maintenance of the sacks that have become
clogged with debris. The contractor shall keep silt sacks clear during construction and shall not
remove them until pavement is in place and the seeded areas have taken root. The cost of
replacing the silk sack shall be incidental to this item. No separate payment shall be for
additional silt sacks used at a single location.
The Contractor shall be responsible for field measuring all existing and new drainage structures
to ensure that the proper size sediment collection sack is provided for each structure.
Disposal of Accumulated Material
All material removed from the silt sacks shall be properly handled and disposed of by the
Contractor in accordance with all Massachusetts Department of Environmental Protection (DEP)
regulations,policies and guidelines.
Material removed shall be transported immediately to the place of disposal in machines or trucks
that will not spill the material along the roadway. Any material falling on the roadway shall be
removed at the Contractor's own expense.
NOTE: The Contractor should be aware that many landfills may require testing and analysis
of the material prior to accepting it for disposal at the facility. The Contractor shall be aware
that in the event that the test results indicate a hazardous waste that cannot be land filled. The
Contractor shall be responsible for all costs associated with adhering to special regulations
regarding disposal of waste materials removed from silt sacks.
00900-33
Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
BASIS OF PAYMENT
Payment for this item shall be at the contract unit price for Item 697.1 Silt Sack per Each. Such
payment shall be considered full compensation for providing and installing, maintaining and
removing silt sacks in locations as requested by the DPW Superintendent. Such payment shall
constitute full compensation for installing and maintaining silt sack for the duration of the
project.
ITEM 704 CEMENT CONCRETE SIDEWALKS SOUARE YARD
ITEM 701.1 CEMENT CONCRETE SIDEWALKS AT DRIVEWAYS SOUARE YARD
ITEM 704.2 CEMENT CONCRETE WHEEL CHAIR RAMP SOUARE YARD
GENERAL
The work to be done under these items shall conform to the relevant provisions of Section 701 of
the Standard Specifications, current Americans with Disabilities Act (ADA) regulations, as
directed by the DPW Superintendent, with the pertinent details contained in Massachusetts
Department of Transportation Standard Details for Sidewalk, Driveway and Wheelchair Ramp
construction, and the following:
This work shall include the excavation and disposal of the existing sidewalk material of any type.
The existing gravel base material beneath the sidewalk shall be removed by the contractor or
retained based on the actual material encountered. Unsuitable material encountered below
existing sidewalks shall be replaced by the contractor as directed by the DPW Superintendent.
The work under this item shall also include forming, placing and finishing new sidewalks in
locations as directed by the DPW Superintendent, and as specified.
SCHEDULING AND NOTIFICATIONS
The contractor shall notify the DPW at least 48 hours in advance of a planned sidewalk
pour. The DPW has the option of hiring an independent testing company to sample the
concrete for testing at their expense. If the contractor cancels the sidewalk pour he/she
shall notify the DPW at least 24 hours in advance, allowing them to cancel any planned
testing. If the contractor falls to notify the DPW of the cancellation in the time specified,
the cost of the testing company's trip and time lost will be paid for by the contractor.
CONCRETE SURFACE SEALING REQUIREMENTS
The finished concrete surface of all sidewalks, driveway aprons and wheel chair ramps
shall be sealed by the contractor with an approved concrete surface sealant as specified
herein.
MATERIALS
If the contractor is directed to remove the existing gravel below the sidewalk the replacement
material shall be Item 151. Gravel Borrow Type B as specified herein.
Concrete for sidewalks shall conform to the Standard Specifications, M4.02.00 through
M4.02.12. and be 4000 PSI at 28-day test, 3/4-inch coarse aggregate, 610 pounds cement per
cubic yard, 6% air entrained (AASHTO - M154), Type A water reducing admixture (AASHTO -
M194), 3 to 4-inch slump. All cement concrete for sidewalks, driveways and wheel chair
00900-34
Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
ramps shall be dark-colored to meet Town of Watertown Standards by adding 2 and 1/2
lbs. of lamp black per cubic yard shall be added at the plant.
SEALANT REQUIREMENTS
All completed and finished cement concrete sidewalks, driveways and wheel chair ramps shall
be surface coated with an approved, non-staining or discoloring silane or siloxane (or hybrid)
based sealer designed for finish concrete surfaces. The product used shall be included on the
MassDOT approved materials list for this type of sealing application. The product must have
demonstrated the ability to significantly reduce water and salt intrusion or absorption reduction
by at least 80% and be VOC compliant. The product shall be designed to absorb into the concrete
face.
Paraffin based coatings or latex based surface coatings, or curing agents shall not be used
or approved for this application.
Approved products include:
BARRICADE WB 2446, manufactured by Euclid Chemical
Weather Worker 100% J29AV, manufactured by Dayton Superior
SIL-ACT ATS-100 LVO, manufactured by Advanced Chemical Technologies
Expansion joint material shall be standard asphalt impregnated strips 4 inches wide and 1/2"
thick.
Detectable warning panels shall be located at all wheelchair ramp / bike ramp openings in
locations as requested by the DPW Superintendent or his designated representative. The warning
panels face pattern and minimum width shall conform to Drawing Number E 107.6.5 in the 2017
MassDOT Construction Standard Details. Panel color shall be brick red and approved by the
DPW Superintendent prior to ordering. Detectable warning panels shall have anchors that are
permanently attached to the panels and permanently embedded into the fresh concrete.
Detectable panels shall be used on all wheel chair ramps. The minimum size of the panel shall be
2 feet x 5 feet. The contractor shall provide a sample of the panels to the DPW Superintendent
for approval.
Ductile Iron Detectable Warning Panels (shall be used in locations as requested by the
Watertown DPW Superintendent or his designated representative). Ductile iron detectable
warning panels shall have backs that anchor the panels permanently when the panel is embedded
into the fresh concrete. Detectable panels shall be used on all wheel chair ramps. The minimum
size of the finished detectable panel shall be 2 feet x 5 feet. The two panels used to form a
finished 5 foot wide detectable panel shall be bolted together with hand tightened 3/8 inch
stainless steel bolts The contractor shall provide a sample of the panels to the DPW
Superintendent for approval. The detectable panels shall be colored brick red. The panels
shall be as manufactured by EJ Company DURALASTO or equal
00900-35
Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
CONSTRUCTION METHODS
All edges of excavations made in existing driveways, and sidewalks which will be visible shall
be squared by saw cutting with power driven tools to provide a neat, clean edge for joining new
sidewalks as directed by the DPW Superintendent. Ragged, uneven edges shall not be accepted.
Areas which have been broken or undetermined shall be edged neatly with a minimum
disturbance to remaining sidewalks. Sawcut asphalt surfaces shall be sprayed or painted with a
uniform thin coat of RS 1 asphalt emulsion immediately before placement of hot mix asphalt
material against the surface.
The existing sidewalk within the limits specified by the DPW Superintendent shall be removed
completely and disposed of. If the adjacent curbing is to be remove and reset or new, the
contractor shall have all curbing installed and approved before starting the form work or pouring
the sidewalks.
The Contractor shall exercise special care when excavating near trees. When major roots are in
the way, the Contractor shall go under or between them. In no case shall the Contractor disturb
the root structure of the trees without direction from the DPW Superintendent.
Exposed roots shall be covered with mulch promptly. Excavation of all tree wells shall be done
entirely by hand.
In areas where tree roots have elevated existing sidewalk panels, hot mix asphalt (not cement
concrete) shall be installed for a length of sidewalk as directed by the DPW Superintendent.
Payment for this hot mix asphalt sidewalk shall be paid for under Item 472. Hot Mix Asphalt for
Miscellaneous Work.
The sub-base shall be prepared at the appropriate elevation for the depth of concrete to be
installed. The sub-base shall be graded to allow for sidewalks to be sloped from the Town right
of way towards the street at not more than 1.5 percent cross slope on the sidewalk and a 5 to 15
percent slope on driveway aprons, or as directed by the DPW Superintendent.
The wood forms used for forming sidewalk, drives and wheel chair ramps shall be undressed true
1-inch stock at least 4 inches wide or 2 inch nominal dressed stock. Strapping is not approved for
sidewalk forming. Strapping stock is only allowed to be used for forming stacks. Additional
forms shall be installed to form tree pits and grass strips as directed. The DPW or their
designated Representative shall inspect sidewalk, driveway and wheel chair ramp forms prior to
concrete placement. The contractor shall notify the DPW when the formwork is completed and
suitable for final inspection. The sidewalks shall not be poured until the forms are inspected.
The gravel base material shall be fine graded and compacted before the sidewalks are poured.
Proper compaction shall be obtained by means of plate-type mechanical compactors and the final
sub grade surface shall be smooth and even. The material shall be compacted to ninety-five
percent (95%) of the maximum dry density at optimum moisture content as determined by the
AASHTO Standard Method of Test T99 Method C.
00900-36
Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
The Contractor shall raise all water service boxes to final grade and coordinate raising of other
utility boxes prior to pouring of concrete. The contractor shall remove material from water
service boxes after raising is complete and prior to pouring of concrete with compressed air to
insure that the water stop valve is accessible. Water service boxes that are chipped, cracked or
missing parts shall be removed and replaced with a new top as directed by the DPW
Superintendent.
Signs located within the area of the sidewalk pour shall be stacked on site or reset immediately
based on the nature of the sign and the condition of the pole. The DPW Superintendent may
require that the contractor set the sign on a new post as specified. Any new posts shall be driven
into the ground before the sidewalk is poured.
Concrete shall be installed to a depth of 6" at driveway locations, and at street intersection
corners (5' beyond the point of tangent on either side of the corner curve), and at other locations
as directed by the Engineer. At all other locations, concrete shall be installed at a finished depth
of 4 inches.
The transition of grade between a sidewalk at the front of a residence and the sidewalk across a
driveway shall be kept to a minimum.
Cement concrete shall be broom finished as specified in Subsection 701.61B of the Standard
Specifications.
Expansion joints shall be placed every 25 to 30 feet to the full depth of concrete. Expansion
joints shall also be placed around all appurtenances such as utility poles, hydrants, and other
obstructions extending into and through the sidewalk. Expansion joints shall be placed at all
locations where six-inch concrete corner slabs or driveways meet four-inch concrete walks.
Expansion material protruding above the finished sidewalk shall be trimmed flush with a sharp
instrument as soon as the concrete has set.
Control or (Score)joints shall be formed into the wet concrete between the expansion joints, the
sidewalk shall be divided at 4 to 5-foot intervals with score joints, made with creasing tools
having a penetration depth of minimum V. All joints shall be placed 90 degrees to the curb face
and shall be straight within a tolerance of 1/4 inch of a straight edge laid along the joint.
Longitudinal joints shall be installed, at the direction of the DPW Superintendent, when the
sidewalk is greater than 8 feet wide.
When sidewalk is constructed against a building, retaining wall, or other structure, expansion
joint material shall be placed longitudinally for the length of the respective structure as directed
by the DPW Superintendent to provide separation.
00900-37
Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
Wheel Chair Ramps
Prior to excavation and forming for a wheelchair ramp, the Contractor shall review the wheel
chair ramp location with the DPW Superintendent to determine what is necessary to allow for the
installation to be compliant with ADA. Fixed objects such as utility poles and fire hydrants must
be considered in location of the wheel chair ramps. The type of wheel chair ramp may vary
based on sidewalk width and slope and the location of adjacent street and cross walks. The
contractor shall refer to the Massachusetts Department of Transportation Standards for
Wheelchair Ramps, for further requirements. The contractor is responsible for ensuring that all
wheelchair ramps are designed to conform to AAB/ADA and are approved by the DPW
Superintendent prior to pouring. All wheel chair ramps shall have detectable warning panels
permanently embedded into the concrete at the bottom of the ramp.
CONCRETE SEALANT APPLICATION
All cement concrete sidewalk, driveway, and wheel chair ramps shall be coated with an approved
sealant as specified. The existing concrete surface shall be fully cured for at least 48 hours and
the surface shall be dry and free of standing water at the time of application. Test the surface by
using drops of the sealant or water, the liquid should be immediately absorbed. The contractor
shall plan the application time based on weather conditions. The sealant must dry at least 3 hours
after application before any rain or water gets on the surface.
Concrete surfaces shall be free of all dirt, debris and any foreign matter, surface shall be broom
swept or blown off and free of all lose material.
The contractor shall use the sealant on a test panel before applying to an entire section of
concrete. The test panel may appear wet but not discolored when compared to the remaining
panels. The contractor shall notify the DPW 24 hours in advance of the panel test application for
approval of the sealant application.
Sealer shall be applied in accordance with the manufacture's specifications. Low pressure
spraying, roller, brush or squeegee application methods can be used provided the sealant is being
allowed to absorb into the cement concrete finish evenly. The application shall leave no puddling
sealant on the surface of the concrete.
METHOD OF MEASUREMENT
The cement concrete sidewalk area shall be paid for per Square Yard and shall be based on the
actual length of each sidewalk segment as measure along the curb from end of curb to end of
curb and multiplied by the average measured width of each segment measured from the back of
sidewalk to the back of curb.
The cement concrete driveway area shall be paid for per Square Yard and shall be based on the
actual length of each driveway measured from the end of the curbing on one side of the driveway
to the end of curbing on the other side of the driveway and multiplied by the average measured
width of the driveway.
00900-38
Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
The wheel chair ramp area shall be paid for per Square Yard and shall be based on the actual
length of the ramp shall be measured along the face of curb starting from the top or beginning of
one ramp taper, through the ramp and ending at the top of the other ramp taper and multiplying
by the average width.
BASIS OF PAYMENT
Work under these items shall be paid at the Contract unit prices for Item 701. Cement Concrete
Sidewalk per Square Yard, Item 701.1 Cement Concrete Sidewalk at Driveways per Square Yard
and 701.2 Cement Concrete Wheelchair Ramp per Square Yard based on the measure quantity
actually installed and approved for each respective item. Such payment shall be considered full
compensation for all labor, materials, equipment, and form work needed to form grade and
install cement concrete sidewalks as specified herein.
The cost of furnishing and installing approved plastic detectable warning panels is included
in the contract unit price for Item 701.2. At locations were ductile iron panels are requested
by the DPW, the cost of the ductile iron detectable warning panels furnished and installed
in wheel chair ramps shall be paid for at the contract unit price for Item 701.992 or Item
701.993 respectively for the type of panel installed per each. The cost of the preformed
expansion joint filler shall be considered incidental to these items. The cost of patching with
mortar under walls and repairing other minor defects that result from removing the existing
sidewalk or walk shall be considered incidental to these items.
Payment for sawcutting relative to sidewalk, driveway and wheel chair ramp construction shall
be considered incidental to the respective item. No separate payment for sawcutting will be
made.
The cost of supplying the sealant, preparing the surface and applying the sealant to cement
concrete sidewalks, driveway aprons and wheel chair ramps shall be included in the respective
pay items. No separate payment will be made for the sealant application.
The work under these items shall include all labor, materials, equipment, sawcutting, excavation,
disposal, grading and compacting subbase, furnishing and placing concrete, and any other
incidentals necessary for the satisfactory completion of this work as specified. Additional gravel
borrow, removal and resetting of traffic signs, and adjustment of public utility structures
including water service boxes, gate boxes and drainage structures to finished grade and
replacement of frame and grates or covers at the direction of the DPW Superintendent are not
included in these items and shall be included under the respective items.
Sawcut surfaces in roadway areas shall be treated with a hot poured rubberized asphalt sealer as
specified in accordance with Subsection 460.65 of the Standard Specifications, as amended, or as
directed by the DPW Superintendent and is considered incidental to this item. Sawcut surfaces
shall be sprayed or painted with a uniform thin coat of RS-1 asphalt emulsion immediately
before placement of hot mix asphalt material against the surface.
00900-39
Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
Existing transition curbs in adequate condition and size shall be removed and reset under Item
580. (Curb Removed and Reset). New transition curbs where required shall be provided and
paid for under Item 504. (Granite Curb Type VA-4).
ITEM 701.992 DUCTILE IRON EACH
DETECTABLE WARNING PANEL STRAIGHTSECTION
ITEM 701.993 DUCTILE IRON EACH
DETECTABLE WARNING PANEL RADIAL SECTION
The work under this Item shall conform to the relevant provisions of Section 701 and to the
following:
GENERAL
Detectable warning panels shall be located at all wheelchair ramp / bike ramp openings in
locations as requested by the DPW Superintendent or his designated representative. The warning
panels face pattern and minimum width shall conform to Drawing Number E 107.6.5 in the 2017
MassDOT Construction Standard Details. Panel color shall be brick red and approved by the
DPW Superintendent prior to ordering. Ductile Iron warning panels shall be used in locations
as requested by the DPW Superintendent or his designated representative only.
MATERIALS
Detectable warning panels shall be ductile iron sections as manufactured by EJ Company
DURULASTV or approved equal. Panels shall all be 24" wide and the length of the individual
sections used shall vary base on the overall length of the finished panel. The minimum finished
length of a wheel chair ramp detectable panel shall be not less than 5 feet. 5 foot long panesl
shall be comprised of two 24"width by 30" long panels. Panels can be bolted together with 3/8"
stainless steel bolts and nuts but must be only(hand tightened).
Radial panels shall be ordered and supplied with a radius to meet the curb radius and shall be
trimmed to length with abrasive saws as required to meet field conditions. Radial panels can be
bolted together in two panel sections with 3/8 inch stainless steel bolts and nuts (hand tightened).
METHOD OF MEASUREMENT AND BASIS OF PAYMENT
Item 701.992 or Item 701.993 will be measured and paid for at the Contract unit price per Each
for the respective item actually installed, complete in place, such unit price shall include all
labor, materials, equipment and incidental costs required to complete the work. Such payments
shall include full compensation for all labor, materials, equipment, and other incidentals
including for the satisfactory completion of this work as specified.
00900-40
Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
ITEM 706.1 BRICK WALK REMOVED AND RELAID SOUARE YARD
GENERAL
The work to be done under these items shall conform to the relevant provisions of Section 700 of
the Standard Specifications and the following:
This item shall be used only if the proposed sidewalk grades cannot meet an intersecting
walkway or sidewalk and shall be used as authorized by the Town only. Brick, cobble or paver
walkways will be relaid to match existing patterns as directed by the Town, and shall meet the
following requirements.
CONSTRUCTION METHODS
Brick walks that required adjustment to final grade due to the regarding of adjacent sidewalk
areas shall be removed and stockpiled for reuse. The subbase shall be adjusted to subgrade with
materials as shown on details with the existing subgrade, and the brick walks reset to finish grade
as directed.
Do not use brick with chips, cracks, or other visible defects. Individual bricks that are in poor
condition will be replaced with new bricks of similar color and style and considered incidental to
this item. Make any corrections necessary to gravel fill furnished and installed under Section 150
Embankment, to bring gravel to proper elevations.
BASIS OF PAYMENT
Work under this item shall be paid at the Contract unit bid price for Item 706.1 Brick Walk
Removed and Relaid per Square Yard. Such payment shall constitute full compensation for all
equipment, tools, materials, removal of existing brick, grading, compaction and labor to perform
the work described above including the replacement of individual bricks or cobbles or pavers in
poor condition.
ITEM 751. LOAM BORROW CUBIC YARD
ITEM 765. SEEDING SOUARE YARD
ITEM 767.6 AGED PINE BARK MULCH CUBIC YARD
Work to be done under these items shall conform to the relevant provisions of the Standard
Specifications for Highways and Bridges Sections 751, 765, 767 as directed by the DPW
Superintendent, and the following:
GENERAL
Loam shall be spread to the required depths at locations shown on the typical sections and as
directed by the DPW Superintendent. The Contractor shall take care to deposit the loam only in
the areas directed and sweep up any additional material on the sidewalk or roadway. The loam
shall be uniformly spread at the time of installation. Subsequently, these areas shall be fertilized
and seeded per the Manufacturer's recommendations.
00900-41
Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
BASIS OF PAYMENT
Work under these Items shall be paid at the Contract unit bid prices for Item 751. Loam Borrow per
Cubic Yard, Item 767.6 Aged Pine Bark Mulch per Cubic Yard seeding shall be paid for at the
contract unit price for Item 765. Seeding per Square Yard. Such payments shall include full
compensation for all labor, materials, equipment, and other incidentals including fertilization,
necessary for the satisfactory completion of this work as specified.
ITEM 756. NPDES STORM WATER POLLUTION PREVENTION PLAN LUMP SUM
GENERAL
This Item addresses the preparation and implementation of a Storm Water Pollution Prevention
Plan required by the National Pollutant Discharge Elimination System (NPDES) and applicable
Construction General Permit.
Pursuant to the Federal Clean Water Act, effective March 10, 2003, construction activities which
disturb I acre or more are required to apply to the U.S. Environmental Protection Agency (EPA)
for coverage under the NPDES General Permit for Storm Water Discharges From Construction
Activities.
The roadway drainage system connected to this project discharges into the Charles River Basin.
The contractor shall conduct all operations pursuant to the construction of this project such that
pollutants including sediment and debris are minimized. All work within the drainage system
shall be performed in a manner that will minimize sediment and other debris from being
discharged into the drainage system. Drainage manhole remodels, adjustments and rebuilds shall
be done in the dry and the inverts shall be cleaned out before water is allowed to pass through the
system. Cement materials shall also be removed from the inverts after the work is complete or
before a major storm event which would require that the system be used.
MATERIALS
The contractor shall have on site at all times a separate container or tool box which shall have a
minimum of two oil spill kits on site at all times consisting of the following items:
• 20 Pads, Heavy Wt.
4 Socks, 3"x48"
2 Socks, 3"x8'
2 Pillows, 18"x18"
• 2 Bag Ultrasorb, 5 lbs.
• 6 Temp Disposal Bags
• 6 Plastic Zip Ties
• 6 Pr Nitrile Gloves
• 6 Pr Safety Goggles
Instruction Sheets and personnel trained in the use of the equipment.
• Provide additional socks as needed to mitigate silts from pumping operations
The box shall be visible and locked and labeled with the contractor's name and "Emergency
Spill Kit". The contractor shall have a key to the box on site at all times and a second key shall
be provided to the DPW Superintendent.
00900-42
Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
CONSTRUCTION METHODS
The equipment box or container shall be mobile and shall be kept within 300 feet of any heavy
equipment activities. The contractor shall make all sub-contractors aware of the location of the
box on site.
Concrete or Controlled Density Fill cleanouts shall be done in utility and or earth trenches to
prevent cement residues from entering the drainage system.
Pumping systems designed and established by the contractor for the purposes of by-pass
pumping drainage shall be subject to these requirements. The contractor shall provide siltation
control devices to mitigate silts that may be developed by the pumping operations.
Silt sacks shall be installed as specified in Item 697.1 Silt Sacks
The Town of Watertown DPW Superintendent may inspect the container for compliance with
these specifications at any time during the construction of this project.
METHOD OF MEASUREMENT
Payment for this item shall be as follows. An initial payment equal to 50% of the Contract Lump
Sum price shall be paid only after the container and materials have been delivered to the site and
approved by the DPW Superintendent or his representative. The remaining 50% of the Lump
Sum shall be paid at the contract close-out.
BASIS OF PAYMENT
The work under this item shall be paid for at the Contract unit bid price for Item 756. NPDES
Storm Water Pollution Plan per Lump Sum. Such payment shall be considered full
compensation for all materials, tools and equipment needed to provide the materials noted
herein. Any oil, chemical or petroleum spills on site shall be cleaned up by the contractor as
required and the material used shall be disposed of in accordance with MassDEP requirements
for disposal. All materials used shall be replaced immediately. All costs associated with cleaning
up oil, chemical or petroleum spills and maintaining all materials shall be considered part of the
cost of this item.
TEM 757.01 STORMWATER TRENCH—LOCATION No. 1 LUMP SUM
ITEM 757.02 STORMWATER TRENCH—LOCATION No. 2 LUMP SUM
The work under these items shall conform to the Standard Specifications Sections 260, 401, 402,
and 751, as directed by the town, and the following:
GENERAL
Contractor shall provide all materials, labor, equipment and other incidental items required to
furnish, install and stabilize the stormwater trench area. Complete work in conjunction with
connection to drainage structures as required in other sections of the specifications, as directed
by the DPW superintendent.
00900-43
Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
Stormwater Trench 1 is infiltration only, no vegetation included
Stormwater Trench 2 has one tree
MATERIALS
The acceptable materials to be used in stormwater trench area are outlined in the following table.
Table 1. Materials Specifications for Trench
Parameter I Specification I Notes
Planting Soil 85-88% medium sand USDA soil types loamy sand. Volume
8-12% soil fines (>2% clay) of filter media based on 110% of plan
3-5% organic matter volume to account for settling or
compaction. Organic matter shall be
well aged (6-12 months), well aerated,
leaf compost, or approved equivalent.
Provide Engineer with 1 gallon sample
prior to ordering.
Clean Crushed M2.01.3 Crushed gravel to be washed stone,
Washed free of shale, clay, friable material and
Aggregate debris.
Filter Fabric- M9.50.0 - Type III Use as shown on Drawings.
geotextile Non-woven geotextile fabric with flow
rate of> 110 gallon/minutes/square
foot.
Pea gravel M2.01.6 Free of fines for use below the
uniformly graded, clean crushed
washed aggregate, as shown on the
detail.
Inlet Pipe M5.03.10 Fitting as required for the inlet pipe
configuration indicated on the
Drawings. 8"PVC with 1/4"
perforations (d), 6" O.C. Schedule 40.
Cleanouts M5.03.7 Extend cleanout pipes to surface and
provide cast iron curb box as shown on
detail. Non perforated Schedule 40
PVC pipe, PVC elbow, cap, and all
associated fittings.
00900-44
Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
CONSTRUCTION METHODS
All items listed below to be constructed as indicated on the drawings and details and as further
described below.
Installation Schedule
Conduct operations not to interfere with, interrupt, damage, destroy, or endanger integrity of
surface structures or utilities, in immediate or adjacent areas.
Weather limitations: Proceed with stormwater trench installation only when existing and
forecasted weather conditions permit. Do not plant trees or shrubs during inclement weather
including but not limited to heavy rain, high winds, frost and similar conditions.
Installation to occur during one of the following periods. Coordinate stormwater trench
installation periods with planting periods and initial maintenance periods to provide required
maintenance from date of Substantial Completion.
Spring Planting: April 1 to June 1
Fall Planting: August 15 to October 15
Planting Soil
The soil should be a uniform mix, free of stones, stumps, roots or other similar objects larger
than 3/4 inches in diameter. No other materials or substances should be mixed or dumped within
the tree trench area that may be harmful to plant growth, or prove a hindrance to the planting or
maintenance or operations. The planting soil shall be free of noxious weeds. A textural analysis
is required for conformance to the soil composition criteria listed in the material specifications
table below.
The planting soil also shall be tested for conformance to the following criteria upon request from
the DPW superintendent:
pH range 5.2 - 7.0
Phosphorus P205 not to exceed 69 ppm
Potassium K20 not to be less than 78 ppm
Soluble Salts not to exceed 500 ppm
If the soil pH should fall out of the acceptable range, it may be amended with lime to raise the
pH or with iron sulfate to lower the pH, as necessary. All testing should be performed by the
same testing facility to maintain consistent results. The soil sample results along with a material
sample must be submitted and approved by the Engineer prior to delivery to the Project site.
Compaction
It is very important to minimize compaction of the planting soil area and the required backfill.
When possible, use excavation hoes to remove original soil. If the tree/shrub trench area is
excavated using a loader, the Contractor should use wide track or marsh track equipment, or light
00900-45
Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
equipment with turf type tires. Use of equipment with narrow tracks or narrow tires, rubber tires
with large lugs, or high pressure tires will cause excessive compaction resulting in reduced
infiltration rates and storage volumes and is not acceptable. Compaction will significantly
contribute to design failure.
When backfilling the tree/shrub trenches, place soil in lifts 12" or greater. Do not use heavy
equipment within the stormwater trench. Heavy equipment can be used around the perimeter of
the basin to supply soils and sand. Grade the tree/shrub trench materials with light equipment
such as a compact loader or a dozer/loader with marsh tracks.
Piping Material
The underdrain shall be 8-inch perforated Polyvinyl Chloride (PVC) Pipe.
The cleanout shall be a non-perforated 8-inch PVC pipe, and 8-inch PVC elbow, a cap, and all
associated fittings.
Pipe and fittings shall comply with the requirements of MassDOT material M5.03.10, rated SDR
40. Pipe shall be continually marked with manufacturer's name, pipe size, cell classification,
SDR rating, and ASTM D3034 classification.
Pea Gravel
Natural stone; washed, free of clay, shale, organic matter; graded in accordance with subsection
M2.01.6; to the following limits. A minimum size of 1/8 inch and a maximum size of 3/8 inch.
Clean Crushed Washed Aggregate
Aggregate should conform with section M2 and any other relevant sections of the MassDOT
Specifications.
Non-woven Geotextile
Non-woven geotextile installation should conform with Section 698.3 and any other relevant
sections of the MassDOT Specifications. M9.50.0—Type III
Trees
Trees should conform with Section 771 and any other relevant sections of the MassDOT
Specifications.
BASIS OF PAYMENT
Payment for these items shall be at the contract unit price for Item 757.01 Stormwater Trench
per Lump Sum and Item 757.02 Stormwater Trench per Lump Sum based on the location "Refer
to attachment C" in these specifications for approximate locations. Such payment shall be
considered full compensation for providing and installing, stormwater trenches in locations as
indicated on the Drawings. Such payment shall considered full compensation for installing
trenches including all perforated piping, fittings, clean outs and risers and making connections to
00900-46
Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
the existing catch basins. The lump sum price includes all necessary excavation, 3/4 inch and 3/8
inch crushed stone bedding, filter fabric, backfill, grading and compaction. If the DPW requests
that the receiving catch basin be replaced or a new catch basin be installed. The cost of the catch
basin will be paid for at the contract unit price for that item. Trees installed in the tree trench
shall be paid for at the respective contract unit price for the type of tree install as approved by the
Watertown Tree Warden.
ITEM 847.1 SIGN SUPPORT (NOT GUIDE)+RTE MARKER EACH
W/1 BREAKAWAY POST ASSEMMBLY-STEEL
GENERAL
Work to be done under this item shall conform to the relevant provisions Section 828 "Traffic
Signs" as directed by the DPW Superintendent, and the following:
MATERIALS
Supports for signs shall be 2 lb. per foot hot dipped galvanized C-channel type. The posts shall
include a base section cast into the sidewalk or driven into grade and an upper section attached to
the base section with 2 galvanized bolts.
CONSTRUCTION METHODS
The contractor shall replace the existing sign posts as directed, with new c-channel posts. The new
posts shall be set in the same location as it was prior to construction and the existing sign shall be
reset or as directed the sign shall be replaced with a new sign and the old sign discarded.
BASIS OF PAYMENT
The work under this item shall be paid for at the contract unit price for Item 847.1 Sign Support
(Not Guide)+Rte Marker W/I Breakaway Post Assembly—Steel per Each. Such payment shall be
considered full compensation for all labor, equipment and materials needed to install sign supports
as specified. The cost of removing and resetting the existing sign on the new post is considered
incidental to this item. The cost of new signs to be installed as directed shall be paid for at the
contract unit price for Item 832. Warning Regulatory and Route Marker Aluminum Panel Type A
per Square Foot.
ITEM 864.26 RAISED PAVEMENT MARKER TWO-WAY BLUE/BLUE EACH
Work to be done under this item shall conform to the relevant provisions of the Massachusetts
Department of Transportation Standard Specifications for Highways and Bridges Sections 120,
400, 860, and to the following:
GENERAL
Work shall consist of the furnishing and installation of snowplowable raised pavement marker for
fire hydrant markings, white lane line makings at various locations throughout the Town of
Watertown at the direction of the Superintendent of Public Works or his representative. The work
will include the sawcutting of existing asphalt pavement,installing raised pavement marker.
00900-47
Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
SHOP DRAWING
Contractor shall provide the raised pavement marker and reflector lenses samples and submittals to
the DPW Superintendent for review and approval. Contractor shall not order materials until DPW
Superintendent approved.
MATERIAL
Raised pavement marker base shall be manufactured by Hallen Products H960, low profile, two
way snowplowable, Iron casting. Reflector lenses shall be manufactured by 3M reflector lens
Series 190 as followings or approved equals.
Model H9603M2B for two way blue reflectors(fire hydrant marking)
LAYOUT AND SURFACE PREPARATION
The Contractor shall accurately mark the location for the markers at the direction of the
Superintendent of Public Works or his representative. The Contractor shall clean and repair
surfaces to receive markings. Remove loose material, dust, contaminants such as oil and curing
membrane, and polished aggregates.
CONSTRUCTION METHODS
Marker castings shall be bonded to the pavement with epoxy adhesive. Epoxy adhesives shall be
installed as required by the manufacturer's specifications. The markers shall be placed immediately
after the adhesive has been mixed and dispensed.
The marker castings shall be installed within a week after saw cutting slots in the pavement. The
slots shall be brushed or blown clean of loose material and shall be dry prior to applying the epoxy
adhesive. The cleaned slots shall be totally filled with epoxy adhesive flush with the surface of the
existing pavement. The keels of the pavement marker casting shall be hand placed into the slots in
such a manner as to assure that the tips of the marker's snowplow deflecting surfaces are below the
pavement surface. The 4 lugs on the keels of the raised snowplowable pavement marker casting
shall be in contact with the pavement surface.
The Contractor shall be responsible for maintenance of the snowplowable raised pavement markers
prior to acceptance. In the event that a reflector is damaged, the Contractor shall replace the
damaged reflector by using adhesives and methods recommended by the manufacturer of the
markers and approved by the DPW Superintendent. This work is considered incidental to the
contract.
BASIS OF PAYMENT
Work under this item shall be paid for at the Contractor bid price per each under item 864.26
respectively which payment shall be considered full compensation for materials, labor, equipment,
tools, sawcuting the existing pavement slot, and any incidental work necessary for the satisfactory
completion of the work as specified herein.
00900-48
Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
ITEM 864.04 PAVEMENT ARROWS AND LEDGEND SOUARE FOOT
REFLECTORIZED WHITE (THERMOPLASTIC)
ITEM 866.106 6" REFLECT. WHITE LINES (THERMOPLASTIC) FOOT
ITEM 866.12 12" REFLECT. WHITE LINES (THERMOPLASTIC) FOOT
ITEM 867.106 6" REFLECT.YELLOW LINES (THERMOPLASTIC) FOOT
Work to be done under these items shall conform to the relevant provisions of the 1988
Massachusetts Department of Transportation Standard Specifications for Highways and Bridges
Section 860 and the following:
GENERAL
All striping shall be laid out in accordance with the Manual on Traffic Control Devices and as
directed by the DPW Superintendent.
Before applying any striping the Contractor shall layout the proposed striping locations with
temporary lines to assure proper alignment, which will be subject to approval of the DPW
Superintendent prior to the commencement of the work.
BASIS OF PAYMENT
Work under these Items shall be paid at the respective Contractor bid prices for Items Pavement
arrows and Legends Reflectorized White (Thermoplastic) per Square Foot, Item 866.106 6" and
Item 866.12 Reflectorized White Lines (Thermoplastic) per foot, and Item 867.106 6"
Reflectorized Yellow Lines (Thermoplastic) per foot for the actual pavement marking installed.
Such payment shall be considered full compensation for all labor, materials, equipment, and other
incidentals necessary for the satisfactory completion of this work as specified.
ITEM 874. STREET NAME SIGN EACH
Work to be done under this item shall conform to the relevant provisions Section 828 "Traffic
Signs" as directed by the DPW Superintendent, and the following:
GENERAL
The work under this item consider of removing, disposal and replacing existing street name sign as
directed by the DPW Superintendent which shall include all materials, labor and equipment
necessary to complete the design, construction, and erection of the signs. Work shall also include,
without additional compensation, all hardware,brackets,bolts, labor, etc.,required to attach panels.
MATERIALS
Street sign sizes,background color,border and legend size and color, shall be as noted on the plans,
and as noted in the 2012 Manual of Uniform Traffic Control Devices. Legend shall be FHWA
Series D 2000. Street name legends shall consist of 6 inch uppercase letters with 4.5 inch lowercase
letters. The Town Seal shall be provided on all street name signs and signs shall be double sided.
Signs shall be fabricated consistent with a Type A aluminum sign material with reflectorized
background sheeting. All mounting hardware shall be consistent with the Standard Specifications.
00900-49
Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
BASIS OF PAYMENT
The work under this item shall be paid for at the contract unit price for Item 874. Street Name Sign
per Each. Such the payment shall be considered full compensation for all tools, equipment, labor
and materials including mounting hardware and top bracket. Payment for street sign supports shall
be paid for at the contract unit price for Item 847.1 Sign Support (Not Guide) + Rte Marker W/1
Breakaway Post Assembly—Steel per Each.
ITEM 999. POLICE DETAIL HOUR
GENERAL
Work under this item shall consist of the furnishing of Police Details at project locations as
directed by the DPW Superintendent. The decision to use a police detail at a specific project
location shall be based upon the Town's review of the Contractor's traffic plan for the location.
It is the Contractor's responsibility to cancel a Police Detail in a timely fashion. The Town will
not reimburse the Contractor for a Police Detail when the cancellation notice is not given in a
timely fashion. Lateness or failure to show on the part of the Contractor or inclement weather
shall not excuse the Contractor from the obligation to give adequate notice to the Police
Department. Payment for Police Details not cancelled as required will be the responsibility of the
Contractor.
BASIS OF PAYMENT
Work under this Item shall be paid at the Contractor bid price per hour under Item 999. as stated in
the bid documents and shall be based on reimbursement of cancelled checks from the Contractor
for Police Details used on the project.
00900-50
Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
"THIS PAGE INTENTIONALLY LEFT BLANK"
00900-51
ATTACHMENT A
WAGE RATES
THE COMMONWEALTH OF MASSACHUSETTS
' EXECUTIVE OFFICE OF LABOR AND WORKFORCE DEVELOPMENT
DEPARTMENT OF LABOR STANDARDS
Prevailing Wage Rates
CHARLES D.BAKER As determined by the Director under the provisions of the ROSALIN ACOSTA
Governor Secretary
Massachusetts General Laws,Chapter 149,Sections 26 to 27H WILLIAM D McxINNEY
KARYN E.POLITO Director
Lt.Governor
Awarding Authority: Town of Watertown
Contract Number: 2020-025 City/Town: WATERTOWN
Description of Work: Roadway Rehabilitation Phase I-Full depth reclamation,milling,hot mix asphalt paving,installation of new
curbing,removing and resetting existing granite curbing, reconstruction of concrete
Job Location: Various locations
Information about Prevailing Wage Schedules for Awarding Authorities and Contractors
• This wage schedule applies only to the specific project referenced at the top of this page and uniquely identified by the
"Wage Request Number"on all pages of this schedule.
• An Awarding Authority must request an updated wage schedule from the Department of Labor Standards("DLS")if it has
not opened bids or selected a contractor within 90 days of the date of issuance of the wage schedule. For CM AT RISK
projects(bid pursuant to G.L.c.149A),the earlier of. (a)the execution date of the GMP Amendment,or(b)the bid for the first
construction scope of work must be within 90-days of the wage schedule issuance date.
• The wage schedule shall be incorporated in any advertisement or call for bids for the project as required by M.G.L.c. 149,
§27. The wage schedule shall be made a part of the contract awarded for the project. The wage schedule must be posted in a
conspicuous place at the work site for the life of the project in accordance with M.G.L.c. 149§27. The wages listed on the
wage schedule must be paid to employees performing construction work on the project whether they are employed by the prime
contractor,a filed sub-bidder,or any sub-contractor.
• All apprentices working on the project are required to be registered with the Massachusetts Department of Labor
Standards,Division of Apprentice Standards(DLS/DAS). Apprentice must keep his/her apprentice identification card on
his/her person during all work hours on the project. An apprentice registered with DAS may be paid the lower apprentice
wage rate at the applicable step as provided on the prevailing wage schedule. Any apprentice not registered with DLS/DAS
regardless of whether or not they are registered with any other federal,state,local,or private agency must be paid the
journeyworker's rate for the trade.
• The wage rates will remain in effect for the duration of the project,except in the case of multi-year public construction
projects. For construction projects lasting longer than one year,awarding authorities must request an updated wage schedule.
Awarding authorities are required to request these updates no later than two weeks before the anniversary of the date the
contract was executed by the awarding authority and the general contractor.For multi-year CM AT RISK projects,awarding
authority must request an annual update no later than two weeks before the anniversary date,determined as the earlier of. (a)
the execution date of the GMP Amendment,or(b)the execution date of the first amendment to permit procurement of
construction services.Contractors are required to obtain the wage schedules from awarding authorities,and to pay no less than
these rates to covered workers. The annual update requirement is not applicable to 27F"rental of equipment"contracts.
• Every contractor or subcontractor which performs construction work on the project is required to submit weekly payroll
reports and a Statement of Compliance directly to the awarding authority by mail or email and keep them on file for three years.
Each weekly payroll report must contain: the employee's name,address,occupational classification,hours worked,and wages
paid. Do not submit weekly payroll reports to DLS. A sample of a payroll reporting form may be obtained at
http://www.mass.gov/dols/Pw.
• Contractors with questions about the wage rates or classifications included on the wage schedule have an affirmative
obligation to inquire with DLS at(617)626-6953.
• Employees not receiving the prevailing wage rate set forth on the wage schedule may report the violation to the Fair Labor
Division of the office of the Attorney General at(617)727-3465.
• Failure of a contractor or subcontractor to pay the prevailing wage rates listed on the wage schedule to all employees who
perform construction work on the project is a violation of the law and subjects the contractor or subcontractor to civil and
Issue Date: 11/08/2019 Wage Request Number: 20191108-014
Classification Effective Date Base Wage Health Pension Supplemental Total Rate
Unemployment
Construction
(2 AXLE)DRIVER-EQUIPMENT 08/01/2019 $35.35 $12.41 $12.70 $0.00 $60.46
TEAMSTERS JOINT COUNCIL NO.10 ZONE A
12/01/2019 $35.35 $12.41 $13.72 $0.00 $61.48
06/01/2020 $36.25 $12.41 $13.72 $0.00 $62.38
08/01/2020 $36.25 $12.91 $13.72 $0.00 $62.88
12/01/2020 $36.25 $12.91 $14.82 $0.00 $63.98
06/01/2021 $37.05 $12.91 $14.82 $0.00 $64.78
08/01/2021 $37.05 $13.41 $14.82 $0.00 $65.28
12/01/2021 $37.05 $13.41 $16.01 $0.00 $66.47
(3 AXLE)DRIVER-EQUIPMENT 08/01/2019 $35.42 $12.41 $12.70 $0.00 $60.53
TEAMSTERS JOINT COUNCIL NO.10 ZONE A
12/01/2019 $35.42 $12.41 $13.72 $0.00 $61.55
06/01/2020 $36.32 $12.41 $13.72 $0.00 $62.45
08/01/2020 $36.32 $12.91 $13.72 $0.00 $62.95
12/01/2020 $36.32 $12.91 $14.82 $0.00 $64.05
06/01/2021 $37.12 $12.91 $14.82 $0.00 $64.85
08/01/2021 $37.12 $13.41 $14.82 $0.00 $65.35
12/01/2021 $37.12 $13.41 $16.01 $0.00 $66.54
(4&5 AXLE)DRIVER-EQUIPMENT 08/01/2019 $35.54 $12.41 $12.70 $0.00 $60.65
TEAMSTERS JOINT COUNCIL NO.10 ZONE A
12/01/2019 $35.54 $12.41 $13.72 $0.00 $61.67
06/01/2020 $36.44 $12.41 $13.72 $0.00 $62.57
08/01/2020 $36.44 $12.91 $13.72 $0.00 $63.07
12/01/2020 $36.44 $12.91 $14.82 $0.00 $64.17
06/01/2021 $37.24 $12.91 $14.82 $0.00 $64.97
08/01/2021 $37.24 $13.41 $14.82 $0.00 $65.47
12/01/2021 $37.24 $13.41 $16.01 $0.00 $66.66
ADS/SUBMERSIBLE PILOT 08/01/2019 $102.78 $9.90 $21.15 $0.00 $133.83
PILE DRIVER LOCAL 56(ZONE 1)
For apprentice rates see"Apprentice-PILE DRIVER"
AIR TRACK OPERATOR 06/01/2019 $39.90 $7.85 $15.85 $0.00 $63.60
LABORERS-ZONE 1
12/01/2019 $40.90 $7.85 $15.85 $0.00 $64.60
06/01/2020 $41.89 $7.85 $15.85 $0.00 $65.59
12/01/2020 $42.87 $7.85 $15.85 $0.00 $66.57
06/01/2021 $43.89 $7.85 $15.85 $0.00 $67.59
12/01/2021 $44.90 $7.85 $15.85 $0.00 $68.60
For apprentice rates see"Apprentice-LABORER"
ASBESTOS REMOVER-PIPE/MECH.EQUIPT. 06/01/2019 $36.00 $12.50 $8.85 $0.00 $57.35
HEAT&FROST INSULATORS LOCAL 6(BOSTON)
12/01/2019 $37.00 $12.50 $8.85 $0.00 $58.35
06/01/2020 $38.00 $12.50 $8.85 $0.00 $59.35
12/01/2020 $39.00 $12.50 $8.85 $0.00 $60.35
ASPHALT RAKER 06/01/2019 $39.40 $7.85 $15.85 $0.00 $63.10
LABORERS-ZONE 1
12/01/2019 $40.40 $7.85 $15.85 $0.00 $64.10
06/01/2020 $41.39 $7.85 $15.85 $0.00 $65.09
12/01/2020 $42.37 $7.85 $15.85 $0.00 $66.07
06/01/2021 $43.39 $7.85 $15.85 $0.00 $67.09
12/01/2021 $44.40 $7.85 $15.85 $0.00 $68.10
For apprentice rates see"Apprentice-LABORER"
Issue Date: 11/08/2019 Wage Request Number: 20191108-014 Page 2 of 42
Classification Effective Date Base Wage Health Pension Supplemental Total Rate
Unemulovment
ASPHALT/CONCRETE/CRUSHER PLANT-ON SITE 06/01/2019 $48.18 $12.00 $15.60 $0.00 $75.78
OPERATING ENGINEERS LOCAL 4
12/01/2019 $49.33 $12.00 $15.60 $0.00 $76.93
06/01/2020 $50.43 $12.00 $15.60 $0.00 $78.03
12/01/2020 $51.58 $12.00 $15.60 $0.00 $79.18
06/01/2021 $52.68 $12.00 $15.60 $0.00 $80.28
12/01/2021 $53.83 $12.00 $15.60 $0.00 $81.43
For apprentice rates see"Apprentice-OPERATING ENGINEERS"
BACKHOE/FRONT-END LOADER 06/01/2019 $48.18 $12.00 $15.60 $0.00 $75.78
OPERATING ENGINEERS LOCAL 4
12/01/2019 $49.33 $12.00 $15.60 $0.00 $76.93
06/01/2020 $50.43 $12.00 $15.60 $0.00 $78.03
12/01/2020 $51.58 $12.00 $15.60 $0.00 $79.18
06/01/2021 $52.68 $12.00 $15.60 $0.00 $80.28
12/01/2021 $53.83 $12.00 $15.60 $0.00 $81.43
For apprentice rates see"Apprentice-OPERATING ENGINEERS"
BARCO-TYPE JUMPING TAMPER 06/01/2019 $39.40 $7.85 $15.85 $0.00 $63.10
LABORERS-ZONE]
12/01/2019 $40.40 $7.85 $15.85 $0.00 S64.10
06/01/2020 $41.39 $7.85 $15.85 $0.00 $65.09
12/01/2020 $42.37 $7.85 $15.85 $0.00 $66.07
06/01/2021 $43.39 $7.85 $15.85 $0.00 $67.09
12/01/2021 $44.40 $7.85 $15.85 $0.00 $68.10
For apprentice rates see"Apprentice-LABORER"
BLOCK PAVER,RAMMER/CURB SETTER 06/01/2019 $39.90 $7.85 $15.85 $0.00 $63.60
LABORERS-ZONE 1
12/01/2019 $40.90 $7.85 $15.85 $0.00 $64.60
06/01/2020 $41.89 $7.85 $15.85 $0.00 $65.59
12/01/2020 $42.87 $7.85 $15.85 $0.00 S66.57
06/01/2021 $43.89 $7.85 $15.85 $0.00 $67.59
12/01/2021 $44.90 $7.85 $15.85 $0.00 $68.60
For apprentice rates see"Apprentice-LABORER"
BOILERMAKER 01/01/2019 $44.71 $7.07 $17.72 $0.00 $69.50
BOILERMAKERS LOCAL 29
01/01/2020 $46.10 $7.07 $17.98 $0.00 $71.15
Issue Date: 11/08/2019 Wage Request Number: 20191108-014 Page 3 of 42
Classification Effective Date Base Wage Health Pension Supplemental Total Rate
Unemulovment
Apprentice- BOILERMAKER-Local 29
Effective Date- 01/01/2019
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 65 $29.06 $7.07 $11.52 $0.00 $47.65
2 65 $29.06 $7.07 $11.52 $0.00 $47.65
3 70 $31.30 $7.07 $12.40 $0.00 $50.77
4 75 $33.53 $7.07 $13.30 $0.00 $53.90
5 80 $35.77 $7.07 $14.18 $0.00 $57.02
6 85 $38.00 $7.07 $15.07 $0.00 $60.14
7 90 $40.24 $7.07 $15.95 $0.00 $63.26
8 95 $42.47 $7.07 $16.84 $0.00 $66.38
Effective Date- 01/01/2020
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 65 $29.97 $7.07 $11.69 $0.00 $48.73
2 65 $29.97 $7.07 $11.69 $0.00 $48.73
3 70 $32.27 $7.07 $12.59 $0.00 $51.93
4 75 $34.58 $7.07 $13.49 $0.00 $55.14
5 80 $36.88 $7.07 $14.38 $0.00 $58.33
6 85 $39.19 $7.07 $15.29 $0.00 $61.55
7 90 $41.49 $7.07 $16.18 $0.00 $64.74
8 95 $43.80 $7.07 $17.09 $0.00 $67.96
- - - - - - - - - - - - - - - - - - - - - - - -
rNotes: - - I
- - - - - - - - - - - - - - - - - - - - - - J
Apprentice to Journeyworker Ratio:1:4
BRICK/STONE/ARTIFICIAL MASONRY(INCL.MASONRY 08/01/2019 $54.40 $10.75 $21.30 $0.00 $86.45
WATERPROOFING) 02/01/2020 $55.04 $10.75 $21.30 $0.00 $87.09
BRICKLAYERS LOCAL 3(WALTHAM)
08/01/2020 $56.39 $10.75 $21.45 $0.00 $88.59
02/01/2021 $57.03 $10.75 $21.45 $0.00 $89.23
08/01/2021 $58.43 $10.75 $21.61 $0.00 $90.79
02/01/2022 $59.02 $10.75 $21.61 $0.00 $91.38
Issue Date: 11/08/2019 Wage Request Number: 20191108-014 Page 4 of 42
Classification Effective Date Base Wage Health Pension Supplemental Total Rate
Unemulovment
Apprentice- BRICK/PLASTERICEMENT MASON-Local 3 Waltham
Effective Date- 08/01/2019
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 50 $27.20 $10.75 $21.30 $0.00 $59.25
2 60 $32.64 $10.75 $21.30 $0.00 $64.69
3 70 $38.08 $10.75 $21.30 $0.00 $70.13
4 80 $43.52 $10.75 $21.30 $0.00 $75.57
5 90 $48.96 $10.75 $21.30 $0.00 $81.01
Effective Date- 02/01/2020
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 50 $27.52 $10.75 $21.30 $0.00 $59.57
2 60 $33.02 $10.75 $21.30 $0.00 $65.07
3 70 $38.53 $10.75 $21.30 $0.00 $70.58
4 80 $44.03 $10.75 $21.30 $0.00 $76.08
5 90 $49.54 $10.75 $21.30 $0.00 $81.59
- - - - - - - - - - - - - - - - - - - - - - - - - - -
rNotes:
- - - - - - - - - - - - - - - - - - - - - - j
Apprentice to Journeyworker Ratio:1:5
BULLDOZER/GRADER/SCRAPER 06/01/2019 $47.69 $12.00 $15.60 $0.00 $75.29
OPERATING ENGINEERS LOCAL 4
12/01/2019 $48.83 $12.00 $15.60 $0.00 $76.43
06/01/2020 $49.91 $12.00 $15.60 $0.00 $77.51
12/01/2020 $51.05 $12.00 $15.60 $0.00 $78.65
06/01/2021 $52.14 $12.00 $15.60 $0.00 $79.74
12/01/2021 $53.28 $12.00 $15.60 $0.00 $80.88
For apprentice rates see"Apprentice-OPERATING ENGINEERS"
CAISSON&UNDERPINNING BOTTOM MAN 06/01/2019 $40.25 $7.85 $16.05 $0.00 $64.15
LABORERS-FOUNDATIONAND MARINE
12/01/2019 $41.25 $7.85 $16.05 $0.00 $65.15
06/01/2020 $42.24 $7.85 $16.05 $0.00 $66.14
12/01/2020 $43.22 $7.85 $16.05 $0.00 $67.12
06/01/2021 $44.24 $7.85 $16.05 $0.00 $68.14
12/01/2021 $45.25 $7.85 $16.05 $0.00 $69.15
For apprentice rates see"Apprentice-LABORER"
CAISSON&UNDERPINNING LABORER 06/01/2019 $39.10 $7.85 $16.05 $0.00 $63.00
LABORERS-FOUNDATIONAND MARINE
12/01/2019 $40.10 $7.85 $16.05 $0.00 $64.00
06/01/2020 $41.09 $7.85 $16.05 $0.00 $64.99
12/01/2020 $42.07 $7.85 $16.05 $0.00 $65.97
06/01/2021 $43.09 $7.85 $16.05 $0.00 $66.99
12/01/2021 $44.10 $7.85 $16.05 $0.00 $68.00
For apprentice rates see"Apprentice-LABORER"
Issue Date: 11/08/2019 Wage Request Number: 20191108-014 Page 5 of 42
Classification Effective Date Base Wage Health Pension Supplemental Total Rate
Unemulovment
CAISSON&UNDERPINNING TOP MAN 06/01/2019 $39.10 $7.85 $16.05 $0.00 $63.00
LABORERS-FOUNDATIONAND MARINE
12/01/2019 $40.10 $7.85 $16.05 $0.00 $64.00
06/01/2020 $41.09 $7.85 $16.05 $0.00 $64.99
12/01/2020 $42.07 $7.85 $16.05 $0.00 $65.97
06/01/2021 $43.09 $7.85 $16.05 $0.00 $66.99
12/01/2021 $44.10 $7.85 $16.05 $0.00 $68.00
For apprentice rates see"Apprentice-LABORER"
CARBIDE CORE DRILL OPERATOR 06/01/2019 $39.40 $7.85 $15.85 $0.00 $63.10
LABORERS-ZONE 1
12/01/2019 $40.40 $7.85 $15.85 $0.00 $64.10
06/01/2020 $41.39 $7.85 $15.85 $0.00 $65.09
12/01/2020 $42.37 $7.85 $15.85 $0.00 $66.07
06/01/2021 $43.39 $7.85 $15.85 $0.00 $67.09
12/01/2021 $44.40 $7.85 $15.85 $0.00 $68.10
For apprentice rates see"Apprentice-LABORER"
CARPENTER 09/01/2019 $41.90 $9.40 $18.95 $0.00 $70.25
CARPENTERS-ZONE 2(Eastern Massachusetts)
03/01/2020 $42.50 $9.40 $18.95 $0.00 $70.85
09/01/2020 $43.15 $9.40 $18.95 $0.00 $71.50
03/01/2021 $43.75 $9.40 $18.95 $0.00 $72.10
09/01/2021 $44.40 $9.40 $18.95 $0.00 $72.75
03/01/2022 $45.00 $9.40 $18.95 $0.00 $73.35
09/01/2022 $45.65 $9.40 $18.95 $0.00 $74.00
03/01/2023 $46.25 $9.40 $18.95 $0.00 $74.60
Issue Date: 11/08/2019 Wage Request Number: 20191108-014 Page 6 of 42
Classification Effective Date Base Wage Health Pension Supplemental Total Rate
Unemulovment
Apprentice- CARPENTER-Zone 2 Eastern MA
Effective Date- 09/01/2019
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 50 $20.95 $9.40 $1.73 $0.00 $32.08
2 60 $25.14 $9.40 $1.73 $0.00 $36.27
3 70 $29.33 $9.40 $13.76 $0.00 $52.49
4 75 $31.43 $9.40 $13.76 $0.00 $54.59
5 80 $33.52 $9.40 $15.49 $0.00 $58.41
6 80 $33.52 $9.40 $15.49 $0.00 $58.41
7 90 $37.71 $9.40 $17.22 $0.00 $64.33
8 90 $37.71 $9.40 $17.22 $0.00 $64.33
Effective Date- 03/01/2020
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 50 $21.25 $9.40 $1.73 $0.00 $32.38
2 60 $25.50 $9.40 $1.73 $0.00 $36.63
3 70 $29.75 $9.40 $13.76 $0.00 $52.91
4 75 $31.88 $9.40 $13.76 $0.00 $55.04
5 80 $34.00 $9.40 $15.49 $0.00 $58.89
6 80 $34.00 $9.40 $15.49 $0.00 $58.89
7 90 $38.25 $9.40 $17.22 $0.00 $64.87
8 90 $38.25 $9.40 $17.22 $0.00 $64.87
- - - - - - - - - - - - - - - - - - - - - - - -
rNotes: - - I
%Indentured After 10/l/I7;45/45/55/55/70/70/80/80
Step 1&2$29.99/3&4$35.85/5&6$54.22/7&8$60.14
_ ,
Apprentice to Journeyworker Ratio:1:5
CARPENTER WOOD FRAME 10/01/2019 $27.95 $7.07 $7.86 $0.00 $42.88
CARPENTERS-ZONE 2(Wood Frame)
All Aspects of New Wood Frame Work
Issue Date: 11/08/2019 Wage Request Number: 20191108-014 Page 7 of 42
Classification Effective Date Base Wage Health Pension Supplemental Total Rate
Unemulovment
Apprentice- CARPENTER(Wood Frame)-Zone 2
Effective Date- 10/01/2019
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 60 $16.77 $7.07 $0.00 $0.00 $23.84
2 60 $16.77 $7.07 $0.00 $0.00 $23.84
3 65 $18.17 $7.07 $7.86 $0.00 $33.10
4 70 $19.57 $7.07 $7.86 $0.00 $34.50
5 75 $20.96 $7.07 $7.86 $0.00 $35.89
6 80 $22.36 $7.07 $7.86 $0.00 $37.29
7 85 $23.76 $7.07 $7.86 $0.00 $38.69
8 90 $25.16 $7.07 $7.86 $0.00 $40.09
rNotes:- - - - - - - - - - - - - - - - - - - - - - - - - - -
%Indentured After 10/1/17;45/45/55/55/70/70/80/80
- -Step 1&2$19.65/3&4$27.19/5&6$34.50/7&8$37.29
- - - - - - - - - - - - -
Apprentice to Journeyworker Ratio:1:5
CEMENT MASONRY/PLASTERING 07/01/2019 $47.67 $12.75 $22.41 $0.62 $83.45
BRICKLAYERS LOCAL 3(WALTHAM) 01/01/2020 $49.07 $12.75 $22.41 $0.62 $84.85
Apprentice- CEMENT MASONRY/PLASTERING-Eastern Mass(Waltham)
Effective Date- 07/01/2019
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 50 $23.84 $12.75 $15.41 $0.00 $52.00
2 60 $28.60 $12.75 $17.41 $0.62 $59.38
3 65 $30.99 $12.75 $18.41 $0.62 $62.77
4 70 $33.37 $12.75 $19.41 $0.62 $66.15
5 75 $35.75 $12.75 $20.41 $0.62 $69.53
6 80 $38.14 $12.75 $21.41 $0.62 $72.92
7 90 $42.90 $12.75 $22.41 $0.62 $78.68
Effective Date- 01/01/2020
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 50 $24.54 $12.75 $15.41 $0.00 $52.70
2 60 $29.44 $12.75 $17.41 $0.62 $60.22
3 65 $31.90 $12.75 $18.41 $0.62 $63.68
4 70 $34.35 $12.75 $19.41 $0.62 $67.13
5 75 $36.80 $12.75 $20.41 $0.62 $70.58
6 80 $39.26 $12.75 $21.41 $0.62 $74.04
7 90 $44.16 $12.75 $22.41 $0.62 $79.94
- - - - - - - - - - - - - - - - - - - - - - - - - - -
rNotes:
Steps 3,4 are 500 hrs.All other steps are 1,000 hrs.
- - - - - - - - - - - - - - - - - - - - - -
Apprentice to Journeyworker Ratio:1:3
Issue Date: 11/08/2019 Wage Request Number: 20191108-014 Page 8 of 42
Supplemental Total Rate
Classification Effective Date Base Wage Health Pension Unemployment
CHAIN SAW OPERATOR 06/01/2019 $39.40 $7.85 $15.85 $0.00 $63.10
LABORERS-ZONE I 12/01/2019 $40.40 $7.85 $15.85 $0.00 $64.10
06/01/2020 $41.39 $7.85 $15.85 $0.00 $65.09
12/01/2020 $42.37 $7.85 $15.85 $0.00 $66.07
06/01/2021 $43.39 $7.85 $15.85 $0.00 $67.09
12/01/2021 $44.40 $7.85 $15.85 $0.00 $68.10
For apprentice rates see"Apprentice-LABORER"
CLAM SHELLS/SLURRY BUCKETS/HEADING MACHINES 06/01/2019 $49.18 $12.00 $15.60 $0.00 $76.78
OPERA TING ENGINEERS LOCAL 4 12/01/2019 $50.33 $12.00 $15.60 $0.00 $77.93
06/01/2020 $51.43 $12.00 $15.60 $0.00 $79.03
12/01/2020 $52.58 $12.00 $15.60 $0.00 $80.19
06/01/2021 $53.68 $12.00 $15.60 $0.00 $81.29
12/01/2021 $54.83 $12.00 $15.60 $0.00 $82.43
For apprentice rates see"Apprentice-OPERATING ENGINEERS"
COMPRESSOR OPERATOR 06/01/2019 $32.28 $12.00 $15.60 $0.00 $59.88
OPERA TING ENGINEERS LOCAL 4 12/01/2019 $33.07 $12.00 $15.60 $0.00 $60.67
06/01/2020 $33.82 $12.00 $15.60 $0.00 $61.42
12/01/2020 $34.60 $12.00 $15.60 $0.00 $62.20
06/01/2021 $35.35 $12.00 $15.60 $0.00 $62.95
12/01/2021 $36.14 $12.00 $15.60 $0.00 $63.74
For apprentice rates see"Apprentice-OPERATING ENGINEERS"
DELEADER(BRIDGE) 07/01/2019 $50.66 $8.20 $21.45 $0.00 $90.31
PAINTERS LOCAL 35-ZONE 2 01/01/2020 $50.96 $8.20 $22.10 $0.00 $81.26
07/01/2020 $52.06 $8.20 $22.10 $0.00 $82.36
01/01/2021 $53.16 $8.20 $22.10 $0.00 $83.46
Issue Date: 11/08/2019 Wage Request Number: 20191108-014 Page 9 of 42
Classification Effective Date Base Wage Health Pension Supplemental Total Rate
Unemulovment
Apprentice- PAINTER Local 35 -BRIDGES/TANKS
Effective Date- 07/01/2019
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 50 $25.33 $8.20 $0.00 $0.00 $33.53
2 55 $27.86 $8.20 $5.78 $0.00 $41.84
3 60 $30.40 $8.20 $6.30 $0.00 $44.90
4 65 $32.93 $8.20 $6.83 $0.00 $47.96
5 70 $35.46 $8.20 $18.30 $0.00 $61.96
6 75 $38.00 $8.20 $18.83 $0.00 $65.03
7 80 $40.53 $8.20 $19.35 $0.00 $68.08
8 90 $45.59 $8.20 $20.40 $0.00 $74.19
Effective Date- 01/01/2020
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 50 $25.48 $8.20 $0.00 $0.00 $33.68
2 55 $28.03 $8.20 $5.94 $0.00 $42.17
3 60 $30.58 $8.20 $6.48 $0.00 $45.26
4 65 $33.12 $8.20 $7.02 $0.00 $48.34
5 70 $35.67 $8.20 $18.51 $0.00 $62.38
6 75 $38.22 $8.20 $19.05 $0.00 $65.47
7 80 $40.77 $8.20 $19.59 $0.00 $68.56
8 90 $45.86 $8.20 $20.67 $0.00 $74.73
- - - - - - - - - - - - - - - - - - - - - - - -
rNotes: - - I
Steps are 750 hrs.
- - - - - - - - - - - - - - - - - - - - - - J
Apprentice to Journeyworker Ratio:1:1
DEMO:ADZEMAN 06/01/2019 $39.30 $7.85 $15.85 $0.00 $63.00
LABORERS-ZONE]
12/01/2019 $40.30 $7.85 $15.85 $0.00 $64.00
For apprentice rates see"Apprentice-LABORER"
DEMO:BACKHOE/LOADER/HAMMER OPERATOR 06/01/2019 $40.30 $7.85 $15.85 $0.00 $64.00
LABORERS-ZONE]
12/01/2019 $41.30 $7.85 $15.85 $0.00 $65.00
For apprentice rates see"Apprentice-LABORER"
DEMO:BURNERS 06/01/2019 $40.05 $7.85 $15.85 $0.00 $63.75
LABORERS-ZONE 1
12/01/2019 $41.05 $7.85 $15.85 $0.00 $64.75
For apprentice rates see"Apprentice-LABORER"
DEMO:CONCRETE CUTTER/SAWYER 06/01/2019 $40.30 $7.85 $15.85 $0.00 $64.00
LABORERS-ZONE 1
12/01/2019 $41.30 $7.85 $15.85 $0.00 $65.00
For apprentice rates see"Apprentice-LABORER"
DEMO:JACKHAMMER OPERATOR 06/01/2019 $40.05 $7.85 $15.85 $0.00 $63.75
LABORERS-ZONE]
12/01/2019 $41.05 $7.85 $15.85 $0.00 $64.75
For apprentice rates see"Apprentice-LABORER"
DEMO:WRECKING LABORER 06/01/2019 $39.30 $7.85 $15.85 $0.00 $63.00
LABORERS-ZONE 1
12/01/2019 $40.30 $7.85 $15.85 $0.00 $64.00
For apprentice rates see"Apprentice-LABORER"
Issue Date: 11/08/2019 Wage Request Number: 20191108-014 Page 10 of 42
Classification Effective Date Base Wage Health Pension Supplemental Total Rate
Unemulovment
DIRECTIONAL DRILL MACHINE OPERATOR 06/01/2019 $47.69 $12.00 $15.60 $0.00 $75.29
OPERATING ENGINEERS LOCAL 4
12/01/2019 $48.83 $12.00 $15.60 $0.00 $76.43
06/01/2020 $49.91 $12.00 $15.60 $0.00 $77.51
12/01/2020 $51.05 $12.00 $15.60 $0.00 $78.65
06/01/2021 $52.14 $12.00 $15.60 $0.00 $79.74
12/01/2021 $53.28 $12.00 $15.60 $0.00 $80.88
For apprentice rates see"Apprentice-OPERATING ENGINEERS"
DIVER 08/01/2019 $68.52 $9.90 $21.15 $0.00 $99.57
PILE DRIVER LOCAL 56(ZONE 1)
For apprentice rates see"Apprentice-PILE DRIVER"
DIVER TENDER 08/01/2019 $48.94 $9.90 $21.15 $0.00 $79.99
PILE DRIVER LOCAL 56(ZONE 1)
For apprentice rates see"Apprentice-PILE DRIVER"
DIVER TENDER(EFFLUENT) 08/01/2019 $73.41 $9.90 $21.15 $0.00 $104.46
PILE DRIVER LOCAL 56(ZONE 1)
For apprentice rates see"Apprentice-PILE DRIVER"
DIVER/SLURRY(EFFLUENT) 08/01/2019 $102.78 $9.90 $21.15 $0.00 $133.83
PILE DRIVER LOCAL 56(ZONE 1)
For apprentice rates see"Apprentice-PILE DRIVER"
DRAWBRIDGE OPERATOR(Construction) 03/01/2019 $51.10 $13.00 $18.88 $0.00 $82.98
ELECTRICIANS LOCAL 103
For apprentice rates see"Apprentice-ELECTRICIAN'
ELECTRICIAN 03/01/2019 $51.10 $13.00 $18.88 $0.00 $82.98
ELECTRICIANS LOCAL 103
Apprentice- ELECTRICIAN-Local 103
Effective Date- 03/01/2019
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 40 $20.44 $13.00 $0.61 $0.00 $34.05
2 40 $20.44 $13.00 $0.61 $0.00 $34.05
3 45 $23.00 $13.00 $14.34 $0.00 $50.34
4 45 $23.00 $13.00 $14.34 $0.00 $50.34
5 50 $25.55 $13.00 $14.76 $0.00 $53.31
6 55 $28.11 $13.00 $15.17 $0.00 $56.28
7 60 $30.66 $13.00 $15.58 $0.00 $59.24
8 65 $33.22 $13.00 $16.00 $0.00 $62.22
9 70 $35.77 $13.00 $16.40 $0.00 $65.17
10 75 $38.33 $13.00 $16.82 $0.00 $68.15
- - - - - - - - - - - - - - - - - - - - - - - - - - -
rNotes: I
App Prior l/l/03;30/35/40/45/50/55/65/70/75/80
- - - - - - - - - - - - - - - - - - - - - J
Apprentice to Journeyworker Ratio:2:3***
ELEVATOR CONSTRUCTOR 01/01/2019 $59.47 $15.58 $17.51 $0.00 $92.56
ELEVATOR CONSTRUCTORSLOCAL 4
01/01/2020 $61.42 $15.73 $18.41 $0.00 $95.56
01/01/2021 $63.47 $15.88 $19.31 $0.00 $98.66
01/01/2022 $65.62 $16.03 $20.21 $0.00 $101.86
Issue Date: 11/08/2019 Wage Request Number: 20191108-014 Page 11 of 42
Classification Effective Date Base Wage Health Pension Supplemental Total Rate
Unemulovment
Apprentice- ELEVATOR CONSTRUCTOR-Local 4
Effective Date- 01/01/2019
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 50 $29.74 $15.58 $0.00 $0.00 $45.32
2 55 $32.71 $15.58 $17.51 $0.00 $65.80
3 65 $38.66 $15.58 $17.51 $0.00 $71.75
4 70 $41.63 $15.58 $17.51 $0.00 $74.72
5 80 $47.58 $15.58 $17.51 $0.00 $80.67
Effective Date- 01/01/2020
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 50 $30.71 $15.73 $0.00 $0.00 $46.44
2 55 $33.78 $15.73 $18.41 $0.00 $67.92
3 65 $39.92 $15.73 $18.41 $0.00 $74.06
4 70 $42.99 $15.73 $18.41 $0.00 $77.13
5 80 $49.14 $15.73 $18.41 $0.00 $83.28
- - - - - - - - - - - - - - - - - - - - - - - - - - -
rNotes:
Steps 1-2 are 6 mos.;Steps 3-5 are 1 year
- - - - - - - - - - - - - - - - - - - - - -
Apprentice to Journeyworker Ratio:1:1
ELEVATOR CONSTRUCTOR HELPER 01/01/2019 $41.63 $15.58 $17.51 $0.00 $74.72
ELEVATOR CONSTRUCTORSLOCAL 4
01/01/2020 $42.99 $15.73 $18.41 $0.00 $77.13
01/01/2021 $44.43 $15.88 $19.31 $0.00 $79.62
01/01/2022 $45.93 $16.03 $20.21 $0.00 $82.17
For apprentice rates see"Apprentice-ELEVATOR CONSTRUCTOR"
FENCE&GUARD RAIL ERECTOR 06/01/2019 $39.40 $7.85 $15.85 $0.00 $63.10
LABORERS-ZONE]
12/01/2019 $40.40 $7.85 $15.85 $0.00 $64.10
06/01/2020 $41.39 $7.85 $15.85 $0.00 $65.09
12/01/2020 $42.37 $7.85 $15.85 $0.00 $66.07
06/01/2021 $43.39 $7.85 $15.85 $0.00 $67.09
12/01/2021 $44.40 $7.85 $15.85 $0.00 $68.10
For apprentice rates see"Apprentice-LABORER"
FIELD ENG.INST.PERSON-BLDG,SITE,HVY/HWY 11/01/2019 $44.18 $12.00 $15.60 $0.00 $71.78
OPERATING ENGINEERS LOCAL 4
05/01/2020 $45.33 $12.00 $15.60 $0.00 $72.93
11/01/2020 $46.33 $12.00 $15.60 $0.00 $73.93
05/01/2021 $47.48 $12.00 $15.60 $0.00 $75.08
11/01/2021 $48.48 $12.00 $15.60 $0.00 $76.08
05/01/2022 $49.63 $12.00 $15.60 $0.00 $77.23
For apprentice rates see"Apprentice-OPERATING ENGINEERS"
Issue Date: 11/08/2019 Wage Request Number: 20191108-014 Page 12 of 42
Classification Effective Date Base Wage Health Pension Supplemental Total Rate
Unemvlovment
FIELD ENG.PARTY CHIEF-BLDG,SITE,HVY/HWY 11/01/2019 $45.68 $12.00 $15.60 $0.00 $73.28
OPERATING ENGINEERS LOCAL 4
05/01/2020 $46.83 $12.00 $15.60 $0.00 $74.43
11/01/2020 $47.84 $12.00 $15.60 $0.00 $75.44
05/01/2021 $49.00 $12.00 $15.60 $0.00 $76.60
11/01/2021 $50.01 $12.00 $15.60 $0.00 $77.61
05/01/2022 $51.17 $12.00 $15.60 $0.00 $78.77
For apprentice rates see"Apprentice-OPERATING ENGINEERS"
FIELD ENG.ROD PERSON-BLDG,SITE,HVY/HWY 11/01/2019 $22.57 $12.00 $15.60 $0.00 $50.17
OPERATING ENGINEERS LOCAL 4
05/01/2020 $23.24 $12.00 $15.60 $0.00 $50.84
11/01/2020 $23.83 $12.00 $15.60 $0.00 $51.43
05/01/2021 $24.51 $12.00 $15.60 $0.00 $52.11
11/01/2021 $25.11 $12.00 $15.60 $0.00 $52.71
05/01/2022 $25.78 $12.00 $15.60 $0.00 $53.38
For apprentice rates see"Apprentice-OPERATING ENGINEERS"
FIRE ALARM INSTALLER 03/01/2019 $51.10 $13.00 $18.88 $0.00 $82.98
ELECTRICIANS LOCAL 103
For apprentice rates see"Apprentice-ELECTRICIAN'
FIRE ALARM REPAIR/MAINTENANCE 03/01/2019 $38.33 $13.00 $16.82 $0.00 $68.15
l COMMISSIONINGELECTwcmNs
LOCAL 103
For apprentice rates see"Apprentice-TELECOMMUNICATIONS TECHNICIAN'
FIREMAN(ASST.ENGINEER) 06/01/2019 $39.54 $12.00 $15.60 $0.00 $67.14
OPERATING ENGINEERS LOCAL 4
12/01/2019 $40.49 $12.00 $15.60 $0.00 $68.09
06/01/2020 $41.40 $12.00 $15.60 $0.00 $69.00
12/01/2020 $42.35 $12.00 $15.60 $0.00 $69.95
06/01/2021 $43.26 $12.00 $15.60 $0.00 $70.86
12/01/2021 $44.21 $12.00 $15.60 $0.00 $71.81
For apprentice rates see"Apprentice-OPERATING ENGINEERS"
FLAGGER&SIGNALER 06/01/2019 $22.50 $7.85 $15.85 $0.00 $46.20
LABORERS-ZONE]
12/01/2019 $23.50 $7.85 $15.85 $0.00 $47.20
06/01/2020 $23.50 $7.85 $15.85 $0.00 $47.20
12/01/2020 $24.50 $7.85 $15.85 $0.00 $48.20
06/01/2021 $24.50 $7.85 $15.85 $0.00 $48.20
12/01/2021 $24.50 $7.85 $15.85 $0.00 $48.20
For apprentice rates see"Apprentice-LABORER"
FLOORCOVERER 09/01/2019 $46.25 $9.40 $19.25 $0.00 $74.90
FLOORCOVERERS LOCAL 2168 ZONE I
03/01/2020 $47.05 $9.40 $19.25 $0.00 $75.70
09/01/2020 $47.85 $9.40 $19.25 $0.00 $76.50
03/01/2021 $48.65 $9.40 $19.25 $0.00 $77.30
09/01/2021 $49.45 $9.40 $19.25 $0.00 $78.10
03/01/2022 $50.25 $9.40 $19.25 $0.00 $78.90
Issue Date: 11/08/2019 Wage Request Number: 20191108-014 Page 13 of 42
Classification Effective Date Base Wage Health Pension Supplemental Total Rate
Unemulovment
Apprentice- FLOORCOVERER-Local 2168 Zone I
Effective Date- 09/01/2019
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 50 $23.13 $9.40 $1.79 $0.00 $34.32
2 55 $25.44 $9.40 $1.79 $0.00 $36.63
3 60 $27.75 $9.40 $13.88 $0.00 $51.03
4 65 $30.06 $9.40 $13.88 $0.00 $53.34
5 70 $32.38 $9.40 $15.67 $0.00 $57.45
6 75 $34.69 $9.40 $15.67 $0.00 $59.76
7 80 $37.00 $9.40 $17.46 $0.00 $63.86
8 85 $39.31 $9.40 $17.46 $0.00 $66.17
Effective Date- 03/01/2020
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 50 $23.53 $9.40 $1.79 $0.00 $34.72
2 55 $25.88 $9.40 $1.79 $0.00 $37.07
3 60 $28.23 $9.40 $13.88 $0.00 $51.51
4 65 $30.58 $9.40 $13.88 $0.00 $53.86
5 70 $32.94 $9.40 $15.67 $0.00 $58.01
6 75 $35.29 $9.40 $15.67 $0.00 $60.36
7 80 $37.64 $9.40 $17.46 $0.00 $64.50
8 85 $39.99 $9.40 $17.46 $0.00 $66.85
- - - - - - - - - - - - - - - - - - - - - -
Notes:Steps are 750 hrs.
%After 09/1/17;45/45/55/55/70/70/80/80(1500hr Steps)
- Step 1&2$32.00/3&4$38.36/5&6$57.45/7&8$63.86-
- - - - - - - - - -
Apprentice to Journeyworker Ratio:1:1
FORKLIFT/CHERRY PICKER 06/01/2019 $48.18 $12.00 $15.60 $0.00 $75.78
OPERATING ENGINEERS LOCAL 4
12/01/2019 $49.33 $12.00 $15.60 $0.00 $76.93
06/01/2020 $50.43 $12.00 $15.60 $0.00 $78.03
12/01/2020 $51.58 $12.00 $15.60 $0.00 $79.18
06/01/2021 $52.68 $12.00 $15.60 $0.00 $80.28
12/01/2021 $53.83 $12.00 $15.60 $0.00 $81.43
For apprentice rates see"Apprentice-OPERATING ENGINEERS"
GENERATOR/LIGHTING PLANT/HEATERS 06/01/2019 $32.28 $12.00 $15.60 $0.00 $59.88
OPERATING ENGINEERS LOCAL 4
12/01/2019 $33.07 $12.00 $15.60 $0.00 $60.67
06/01/2020 $33.82 $12.00 $15.60 $0.00 $61.42
12/01/2020 $34.60 $12.00 $15.60 $0.00 $62.20
06/01/2021 $35.35 $12.00 $15.60 $0.00 $62.95
12/01/2021 $36.14 $12.00 $15.60 $0.00 $63.74
For apprentice rates see"Apprentice-OPERATING ENGINEERS"
GLAZIER(GLASS PLANK/AIR BARRIER/INTERIOR 07/01/2019 $40.16 $8.20 $21.45 $0.00 $69.81
SYSTEMS) 01/01/2020 $40.46 $8.20 $22.10 $0.00 $70.76
GLAZIERS LOCAL 35(ZONE 2)
07/01/2020 $41.56 $8.20 $22.10 $0.00 $71.86
01/01/2021 $42.66 $8.20 $22.10 $0.00 $72.96
Issue Date: 11/08/2019 Wage Request Number: 20191108-014 Page 14 of 42
Classification Effective Date Base Wage Health Pension Supplemental Total Rate
Unemulovment
Apprentice- GLAZIER-Local 35 Zone 2
Effective Date- 07/01/2019
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 50 $20.08 $8.20 $0.00 $0.00 $28.28
2 55 $22.09 $8.20 $5.78 $0.00 $36.07
3 60 $24.10 $8.20 $6.30 $0.00 $38.60
4 65 $26.10 $8.20 $6.83 $0.00 $41.13
5 70 $28.11 $8.20 $18.30 $0.00 $54.61
6 75 $30.12 $8.20 $18.83 $0.00 $57.15
7 80 $32.13 $8.20 $19.35 $0.00 $59.68
8 90 $36.14 $8.20 $20.40 $0.00 $64.74
Effective Date- 01/01/2020
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 50 $20.23 $8.20 $0.00 $0.00 $28.43
2 55 $22.25 $8.20 $5.94 $0.00 $36.39
3 60 $24.28 $8.20 $6.48 $0.00 $38.96
4 65 $26.30 $8.20 $7.02 $0.00 $41.52
5 70 $28.32 $8.20 $18.51 $0.00 $55.03
6 75 $30.35 $8.20 $19.05 $0.00 $57.60
7 80 $32.37 $8.20 $19.59 $0.00 $60.16
8 90 $36.41 $8.20 $20.67 $0.00 $65.28
- - - - - - - - - - - - - - - - - - - - - - - - - - -
rNotes: I
Steps are 750 hrs.
- - - - - - - - - - - - - - - - - - - - - - J
Apprentice to Journeyworker Ratio:1:1
HOISTING ENGINEER/CRANES/GRADALLS 06/01/2019 $48.18 $12.00 $15.60 $0.00 $75.78
OPERATING ENGINEERS LOCAL 4
12/01/2019 $49.33 $12.00 $15.60 $0.00 $76.93
06/01/2020 $50.43 $12.00 $15.60 $0.00 $78.03
12/01/2020 $51.58 $12.00 $15.60 $0.00 $79.18
06/01/2021 $52.68 $12.00 $15.60 $0.00 $80.28
12/01/2021 $53.83 $12.00 $15.60 $0.00 $81.43
Issue Date: 11/08/2019 Wage Request Number: 20191108-014 Page 15 of 42
Classification Effective Date Base Wage Health Pension Supplemental Total Rate
Unemulovment
Apprentice- OPERATING ENGINEERS-Local 4
Effective Date- 06/01/2019
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 55 $26.50 $12.00 $0.00 $0.00 $38.50
2 60 $28.91 $12.00 $15.60 $0.00 $56.51
3 65 $31.32 $12.00 $15.60 $0.00 $58.92
4 70 $33.73 $12.00 $15.60 $0.00 $61.33
5 75 $36.14 $12.00 $15.60 $0.00 $63.74
6 80 $38.54 $12.00 $15.60 $0.00 $66.14
7 85 $40.95 $12.00 $15.60 $0.00 $68.55
8 90 $43.36 $12.00 $15.60 $0.00 $70.96
Effective Date- 12/01/2019
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 55 $27.13 $12.00 $0.00 $0.00 $39.13
2 60 $29.60 $12.00 $15.60 $0.00 $57.20
3 65 $32.06 $12.00 $15.60 $0.00 $59.66
4 70 $34.53 $12.00 $15.60 $0.00 $62.13
5 75 $37.00 $12.00 $15.60 $0.00 $64.60
6 80 $39.46 $12.00 $15.60 $0.00 $67.06
7 85 $41.93 $12.00 $15.60 $0.00 $69.53
8 90 $44.40 $12.00 $15.60 $0.00 $72.00
- - - - - - - - - - - - - - - - - - - - - - - -
rNotes: - - I
- - - - - - - - - - - - - - - - - - - - - - J
Apprentice to Journeyworker Ratio:1:6
HVAC(DUCTWORK) 08/01/2019 $48.10 $13.20 $24.12 $2.56 $87.98
SHEETMETAL WORKERS LOCAL 17-A
02/01/2020 $49.75 $13.20 $24.12 $2.61 $89.68
08/01/2020 $51.35 $13.20 $24.12 $2.66 $91.33
02/01/2021 $53.00 $13.20 $24.12 $2.71 $93.03
08/01/2021 $54.75 $13.20 $24.12 $2.76 $94.83
02/01/2022 $56.50 $13.20 $24.12 $2.81 $96.63
For apprentice rates see"Apprentice-SHEET METAL WORKER"
HVAC(ELECTRICAL CONTROLS) 03/01/2019 $51.10 $13.00 $18.88 $0.00 $82.98
ELECTRICIANS LOCAL 103
For apprentice rates see"Apprentice-ELECTRICIAN'
HVAC(TESTING AND BALANCING-AIR) 08/01/2019 $48.10 $13.20 $24.12 $2.56 $87.98
SHEETMETAL WORKERS LOCAL 17-A
02/01/2020 $49.75 $13.20 $24.12 $2.61 $89.68
08/01/2020 $51.35 $13.20 $24.12 $2.66 $91.33
02/01/2021 $53.00 $13.20 $24.12 $2.71 $93.03
08/01/2021 $54.75 $13.20 $24.12 $2.76 $94.83
02/01/2022 $56.50 $13.20 $24.12 $2.81 $96.63
For apprentice rates see"Apprentice-SHEET METAL WORKER"
Issue Date: 11/08/2019 Wage Request Number: 20191108-014 Page 16 of 42
Classification Effective Date Base Wage Health Pension Supplemental Total Rate
Unemvlovment
HVAC(TESTING AND BALANCING-WATER) 09/01/2019 $54.69 $10.95 $19.74 $0.00 $85.38
PIPEFITTERS LOCAL 537
03/01/2020 $56.19 $10.95 $19.74 $0.00 $86.88
09/01/2020 $57.69 $10.95 $19.74 $0.00 $88.38
03/01/2021 $59.19 $10.95 $19.74 $0.00 $89.88
For apprentice rates see"Apprentice-PIPEFITTER"or"PLUMBER/PIPEFITTER"
HVAC MECHANIC 09/01/2019 $54.69 $10.95 $19.74 $0.00 $85.38
PIPEFITTERS LOCAL 537
03/01/2020 $56.19 $10.95 $19.74 $0.00 $86.88
09/01/2020 $57.69 $10.95 $19.74 $0.00 $88.38
03/01/2021 $59.19 $10.95 $19.74 $0.00 $89.88
For apprentice rates see"Apprentice-PIPEFITTER"or"PLUMBER/PIPEFITTER"
HYDRAULIC DRILLS 06/01/2019 $39.90 $7.85 $15.85 $0.00 $63.60
LABORERS-ZONE]
12/01/2019 $40.90 $7.85 $15.85 $0.00 $64.60
06/01/2020 $41.89 $7.85 $15.85 $0.00 $65.59
12/01/2020 $42.87 $7.85 $15.85 $0.00 $66.57
06/01/2021 $43.89 $7.85 $15.85 $0.00 $67.59
12/01/2021 $44.90 $7.85 $15.85 $0.00 $68.60
For apprentice rates see"Apprentice-LABORER"
INSULATOR(PIPES&TANKS) 09/01/2019 $48.44 $12.80 $16.40 $0.00 $77.64
HEAT&FROST INSULATORS LOCAL 6(BOSTON)
Apprentice- ASBESTOS INSULATOR(Pipes&Tanks)-Local 6 Boston
Effective Date- 09/01/2019
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 50 $24.22 $12.80 $11.90 $0.00 $48.92
2 60 $29.06 $12.80 $12.80 $0.00 $54.66
3 70 $33.91 $12.80 $13.70 $0.00 $60.41
4 80 $38.75 $12.80 $14.60 $0.00 $66.15
- - - - - - - - - - - - - - - - - - - - - - - - - - -
Notes:
Steps are 1 year
- - - - - - - - - - - - - - - - -
Apprentice to Journeyworker Ratio:1:4
IRONWORKER/WELDER 03/16/2019 $46.66 $8.00 $23.50 $0.00 $78.16
IRONWORKERSLOCAL 7(BOSTONAREA)
Issue Date: 11/08/2019 Wage Request Number: 20191108-014 Page 17 of 42
Classification Effective Date Base Wage Health Pension Supplemental Total Rate
Unemulovment
Apprentice- IRONWORKER-Local 7 Boston
Effective Date- 03/16/2019
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 60 $28.00 $8.00 $23.50 $0.00 $59.50
2 70 $32.66 $8.00 $23.50 $0.00 $64.16
3 75 $35.00 $8.00 $23.50 $0.00 $66.50
4 80 $37.33 $8.00 $23.50 $0.00 $68.83
5 85 $39.66 $8.00 $23.50 $0.00 $71.16
6 90 $41.99 $8.00 $23.50 $0.00 $73.49
- - - - - - - - - - - - - - - - - - - - - - - - - - -
rNotes: I
**Structural 1:6;Ornamental 1:4
- - - - - - - - - - - - - - - - - - - - - J
Apprentice to Journeyworker Ratio:**
JACKHAMMER&PAVING BREAKER OPERATOR 06/01/2019 $39.40 $7.85 $15.85 $0.00 $63.10
LABORERS-ZONE]
12/01/2019 $40.40 $7.85 $15.85 $0.00 $64.10
06/01/2020 $41.39 $7.85 $15.85 $0.00 $65.09
12/01/2020 $42.37 $7.85 $15.85 $0.00 $66.07
06/01/2021 $43.39 $7.85 $15.85 $0.00 $67.09
12/01/2021 $44.40 $7.85 $15.85 $0.00 $68.10
For apprentice rates see"Apprentice-LABORER"
LABORER 06/01/2019 $39.15 $7.85 $15.85 $0.00 $62.85
LABORERS-ZONE]
12/01/2019 $40.15 $7.85 $15.85 $0.00 $63.85
06/01/2020 $41.14 $7.85 $15.85 $0.00 $64.84
12/01/2020 $42.12 $7.85 $15.85 $0.00 $65.82
06/01/2021 $43.14 $7.85 $15.85 $0.00 $66.84
12/01/2021 $44.15 $7.85 $15.85 $0.00 $67.85
Issue Date: 11/08/2019 Wage Request Number: 20191108-014 Page 18 of 42
Classification Effective Date Base Wage Health Pension Supplemental Total Rate
Unemulovment
Apprentice- LABORER-Zone 1
Effective Date- 06/01/2019
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 60 $23.49 $7.85 $15.85 $0.00 $47.19
2 70 $27.41 $7.85 $15.85 $0.00 $51.11
3 80 $31.32 $7.85 $15.85 $0.00 $55.02
4 90 $35.24 $7.85 $15.85 $0.00 $58.94
Effective Date- 12/01/2019
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 60 $24.09 $7.85 $15.85 $0.00 $47.79
2 70 $28.11 $7.85 $15.85 $0.00 $51.81
3 80 $32.12 $7.85 $15.85 $0.00 $55.82
4 90 $36.14 $7.85 $15.85 $0.00 $59.84
- - - - - - - - - - - - - - - - - - - - - - - - - - -
rNotes: I
- - - - - - - - - - - - - - - - - - - - - - J
Apprentice to Journeyworker Ratio:1:5
LABORER:CARPENTER TENDER 06/01/2019 $39.15 $7.85 $15.85 $0.00 $62.85
LABORERS-ZONE]
12/01/2019 $40.15 $7.85 $15.85 $0.00 $63.85
06/01/2020 $41.14 $7.85 $15.85 $0.00 $64.84
12/01/2020 $42.12 $7.85 $15.85 $0.00 $65.82
06/01/2021 $43.14 $7.85 $15.85 $0.00 $66.84
12/01/2021 $44.15 $7.85 $15.85 $0.00 $67.85
For apprentice rates see"Apprentice-LABORER"
LABORER:CEMENT FINISHER TENDER 06/01/2019 $39.15 $7.85 $15.85 $0.00 $62.85
LABORERS-ZONE]
12/01/2019 $40.15 $7.85 $15.85 $0.00 $63.85
06/01/2020 $41.14 $7.85 $15.85 $0.00 $64.84
12/01/2020 $42.12 $7.85 $15.85 $0.00 $65.82
06/01/2021 $43.14 $7.85 $15.85 $0.00 $66.84
12/01/2021 $44.15 $7.85 $15.85 $0.00 $67.85
For apprentice rates see"Apprentice-LABORER"
LABORER:HAZARDOUS WASTE/ASBESTOS REMOVER 06/01/2019 $39.30 $7.85 $15.85 $0.00 $63.00
LABORERS-ZONE 1
12/01/2019 $40.30 $7.85 $15.85 $0.00 $64.00
For apprentice rates see"Apprentice-LABORER"
LABORER:MASON TENDER 06/01/2019 $39.40 $7.85 $15.85 $0.00 $63.10
LABORERS-ZONE]
12/01/2019 $40.40 $7.85 $15.85 $0.00 $64.10
06/01/2020 $41.39 $7.85 $15.85 $0.00 $65.09
12/01/2020 $42.37 $7.85 $15.85 $0.00 $66.07
06/01/2021 $43.39 $7.85 $15.85 $0.00 $67.09
12/01/2021 $44.40 $7.85 $15.85 $0.00 $68.10
For apprentice rates see"Apprentice-LABORER"
Issue Date: 11/08/2019 Wage Request Number: 20191108-014 Page 19 of 42
Classification Effective Date Base Wage Health Pension Supplemental Total Rate
Unemi)lovment
LABORER:MULTI-TRADE TENDER 06/01/2019 $39.15 $7.85 $15.85 $0.00 $62.85
LABORERS-ZONE]
12/01/2019 $40.15 $7.85 $15.85 $0.00 $63.85
06/01/2020 $41.14 $7.85 $15.85 $0.00 $64.84
12/01/2020 $42.12 $7.85 $15.85 $0.00 $65.82
06/01/2021 $43.14 $7.85 $15.85 $0.00 $66.84
12/01/2021 $44.15 $7.85 $15.85 $0.00 $67.85
For apprentice rates see"Apprentice-LABORER"
LABORER:TREE REMOVER 06/01/2019 $39.15 $7.85 $15.85 $0.00 $62.85
LABORERS-ZONE 1
12/01/2019 $40.15 $7.85 $15.85 $0.00 $63.85
06/01/2020 $41.14 $7.85 $15.85 $0.00 $64.84
12/01/2020 $42.12 $7.85 $15.85 $0.00 $65.82
06/01/2021 $43.14 $7.85 $15.85 $0.00 $66.84
12/01/2021 $44.15 $7.85 $15.85 $0.00 $67.85
This classification applies to all tree work associated with the removal of standing trees,and trimming and removal of branches and limbs when the work is not done for
a utility company for the purpose of operation,maintenance or repair of utility company equipment.For apprentice rates see"Apprentice-LABORER"
LASER BEAM OPERATOR 06/01/2019 $39.40 $7.85 $15.85 $0.00 $63.10
LABORERS-ZONE 1
12/01/2019 $40.40 $7.85 $15.85 $0.00 $64.10
06/01/2020 $41.39 $7.85 $15.85 $0.00 $65.09
12/01/2020 $42.37 $7.85 $15.85 $0.00 $66.07
06/01/2021 $43.39 $7.85 $15.85 $0.00 $67.09
12/01/2021 $44.40 $7.85 $15.85 $0.00 $68.10
For apprentice rates see"Apprentice-LABORER"
MARBLE&TILE FINISHERS 08/01/2019 $41.49 $10.75 $19.61 $0.00 $71.85
BRICKLAYERS LOCAL 3-MARBLE&TILE
02/01/2020 $42.00 $10.75 $19.61 $0.00 $72.36
08/01/2020 $43.08 $10.75 $19.76 $0.00 $73.59
02/01/2021 $43.59 $10.75 $19.76 $0.00 $74.10
08/01/2021 $44.71 $10.75 $19.92 $0.00 $75.38
02/01/2022 $45.18 $10.75 $19.92 $0.00 $75.85
Issue Date: 11/08/2019 Wage Request Number: 20191108-014 Page 20 of 42
Classification Effective Date Base Wage Health Pension Supplemental Total Rate
Unemulovment
Apprentice- MARBLE&TILE FINISHER-Local 3 Marble&Tile
Effective Date- 08/01/2019
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 50 $20.75 $10.75 $19.61 $0.00 $51.11
2 60 $24.89 $10.75 $19.61 $0.00 $55.25
3 70 $29.04 $10.75 $19.61 $0.00 $59.40
4 80 $33.19 $10.75 $19.61 $0.00 $63.55
5 90 $37.34 $10.75 $19.61 $0.00 $67.70
Effective Date- 02/01/2020
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 50 $21.00 $10.75 $19.61 $0.00 $51.36
2 60 $25.20 $10.75 $19.61 $0.00 $55.56
3 70 $29.40 $10.75 $19.61 $0.00 $59.76
4 80 $33.60 $10.75 $19.61 $0.00 $63.96
5 90 $37.80 $10.75 $19.61 $0.00 $68.16
- - - - - - - - - - - - - - - - - - - - - - - - - - -
rNotes:
- - - - - - - - - - - - - - - - - - - - - -
Apprentice to Journeyworker Ratio:1:3
MARBLE MASONS,TILELAYERS&TERRAZZO MECH 08/01/2019 $54.42 $10.75 $21.30 $0.00 $86.47
BRICKLAYERS LOCAL 3-MARBLE&TILE
02/01/2020 $55.05 $10.75 $21.30 $0.00 $87.10
08/01/2020 $56.40 $10.75 $21.45 $0.00 $88.60
02/01/2021 $57.04 $10.75 $21.45 $0.00 $89.24
08/01/2021 $58.44 $10.75 $21.61 $0.00 $90.80
02/01/2022 $59.01 $10.75 $21.61 $0.00 $91.37
Issue Date: 11/08/2019 Wage Request Number: 20191108-014 Page 21 of 42
Classification Effective Date Base Wage Health Pension Supplemental Total Rate
Unemulovment
Apprentice- MARBLE-TILE-TERRAZZO MECHANIC-Local 3 Marble&Tile
Effective Date- 08/01/2019
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 50 $27.21 $10.75 $21.30 $0.00 $59.26
2 60 $32.65 $10.75 $21.30 $0.00 $64.70
3 70 $38.09 $10.75 $21.30 $0.00 $70.14
4 80 $43.54 $10.75 $21.30 $0.00 $75.59
5 90 $48.98 $10.75 $21.30 $0.00 $81.03
Effective Date- 02/01/2020
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 50 $27.53 $10.75 $21.30 $0.00 $59.58
2 60 $33.03 $10.75 $21.30 $0.00 $65.08
3 70 $38.54 $10.75 $21.30 $0.00 $70.59
4 80 $44.04 $10.75 $21.30 $0.00 $76.09
5 90 $49.55 $10.75 $21.30 $0.00 $81.60
- - - - - - - - - - - - - - - - - - - - - - - - - - -
rNotes:
- - - - - - - - - - - - - - - - - - - - - - j
Apprentice to Journeyworker Ratio:1:5
MECH.SWEEPER OPERATOR(ON CONST.SITES) 06/01/2019 $47.69 $12.00 $15.60 $0.00 $75.29
OPERATING ENGINEERS LOCAL 4
12/01/2019 $48.83 $12.00 $15.60 $0.00 $76.43
06/01/2020 $49.91 $12.00 $15.60 $0.00 $77.51
12/01/2020 $51.05 $12.00 $15.60 $0.00 $78.65
06/01/2021 $52.14 $12.00 $15.60 $0.00 $79.74
12/01/2021 $53.28 $12.00 $15.60 $0.00 $80.88
For apprentice rates see"Apprentice-OPERATING ENGINEERS"
MECHANICS MAINTENANCE 06/01/2019 $47.69 $12.00 $15.60 $0.00 $75.29
OPERATING ENGINEERS LOCAL 4
12/01/2019 $48.83 $12.00 $15.60 $0.00 $76.43
06/01/2020 $49.91 $12.00 $15.60 $0.00 $77.51
12/01/2020 $51.05 $12.00 $15.60 $0.00 $78.65
06/01/2021 $52.14 $12.00 $15.60 $0.00 $79.74
12/01/2021 $53.28 $12.00 $15.60 $0.00 $80.88
For apprentice rates see"Apprentice-OPERATING ENGINEERS"
MILLWRIGHT(Zone 1) 04/01/2019 $42.22 $9.90 $18.50 $0.00 $70.62
MILL WRIGHTS L OCAL 1121-Zone 1
Issue Date: 11/08/2019 Wage Request Number: 20191108-014 Page 22 of 42
Classification Effective Date Base Wage Health Pension Supplemental Total Rate
Unemulovment
Apprentice- MILLWRIGHT-Local 1121 Zone I
Effective Date- 04/01/2019
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 55 $23.22 $9.90 $5.31 $0.00 $38.43
2 65 $27.44 $9.90 $15.13 $0.00 $52.47
3 75 $31.67 $9.90 $16.10 $0.00 $57.67
4 85 $35.89 $9.90 $17.06 $0.00 $62.85
rNotes:- - - - - - - - - - - - - - - - - - - - - - - - - - -
- Steps are 2,000 hours-
- - - - - - - - - - - - - - - - - -
Apprentice to Journeyworker Ratio:1:5
MORTAR MIXER 06/01/2019 $39.40 $7.85 $15.85 $0.00 $63.10
LABORERS-ZONE 1
12/01/2019 $40.40 $7.85 $15.85 $0.00 $64.10
06/01/2020 $41.39 $7.85 $15.85 $0.00 $65.09
12/01/2020 $42.37 $7.85 $15.85 $0.00 $66.07
06/01/2021 $43.39 $7.85 $15.85 $0.00 $67.09
12/01/2021 $44.40 $7.85 $15.85 $0.00 $68.10
For apprentice rates see"Apprentice-LABORER"
OILER(OTHER THAN TRUCK CRANES,GRADALLS) 06/01/2019 $23.11 $12.00 $15.60 $0.00 $50.71
OPERATING ENGINEERS LOCAL 4
12/01/2019 $23.68 $12.00 $15.60 $0.00 $51.28
06/01/2020 $24.23 $12.00 $15.60 $0.00 $51.83
12/01/2020 $24.80 $12.00 $15.60 $0.00 $52.40
06/01/2021 $25.35 $12.00 $15.60 $0.00 $52.95
12/01/2021 $25.93 $12.00 $15.60 $0.00 $53.53
For apprentice rates see"Apprentice-OPERATING ENGINEERS"
OILER(TRUCK CRANES,GRADALLS) 06/01/2019 $27.57 $12.00 $15.60 $0.00 $55.17
OPERATING ENGINEERS LOCAL 4
12/01/2019 $28.24 $12.00 $15.60 $0.00 $55.84
06/01/2020 $28.89 $12.00 $15.60 $0.00 $56.49
12/01/2020 $29.57 $12.00 $15.60 $0.00 $57.17
06/01/2021 $30.21 $12.00 $15.60 $0.00 $57.81
12/01/2021 $30.89 $12.00 $15.60 $0.00 $58.49
For apprentice rates see"Apprentice-OPERATING ENGINEERS"
OTHER POWER DRIVEN EQUIPMENT-CLASS 11 06/01/2019 $47.69 $12.00 $15.60 $0.00 $75.29
OPERATING ENGINEERS LOCAL 4
12/01/2019 $48.83 $12.00 $15.60 $0.00 $76.43
06/01/2020 $49.91 $12.00 $15.60 $0.00 $77.51
12/01/2020 $51.05 $12.00 $15.60 $0.00 $78.65
06/01/2021 $52.14 $12.00 $15.60 $0.00 $79.74
12/01/2021 $53.28 $12.00 $15.60 $0.00 $80.88
For apprentice rates see"Apprentice-OPERATING ENGINEERS"
PAINTER(BRIDGES/TANKS) 07/01/2019 $50.66 $8.20 $21.45 $0.00 $80.31
PAINTERS LOCAL 35-ZONE 2
01/01/2020 $50.96 $8.20 $22.10 $0.00 $81.26
07/01/2020 $52.06 $8.20 $22.10 $0.00 $82.36
01/01/2021 $53.16 $8.20 $22.10 $0.00 $83.46
Issue Date: 11/08/2019 Wage Request Number: 20191108-014 Page 23 of 42
Classification Effective Date Base Wage Health Pension Supplemental Total Rate
Unemulovment
Apprentice- PAINTER Local 35 -BRIDGES/TANKS
Effective Date- 07/01/2019
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 50 $25.33 $8.20 $0.00 $0.00 $33.53
2 55 $27.86 $8.20 $5.78 $0.00 $41.84
3 60 $30.40 $8.20 $6.30 $0.00 $44.90
4 65 $32.93 $8.20 $6.83 $0.00 $47.96
5 70 $35.46 $8.20 $18.30 $0.00 $61.96
6 75 $38.00 $8.20 $18.83 $0.00 $65.03
7 80 $40.53 $8.20 $19.35 $0.00 $68.08
8 90 $45.59 $8.20 $20.40 $0.00 $74.19
Effective Date- 01/01/2020
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 50 $25.48 $8.20 $0.00 $0.00 $33.68
2 55 $28.03 $8.20 $5.94 $0.00 $42.17
3 60 $30.58 $8.20 $6.48 $0.00 $45.26
4 65 $33.12 $8.20 $7.02 $0.00 $48.34
5 70 $35.67 $8.20 $18.51 $0.00 $62.38
6 75 $38.22 $8.20 $19.05 $0.00 $65.47
7 80 $40.77 $8.20 $19.59 $0.00 $68.56
8 90 $45.86 $8.20 $20.67 $0.00 $74.73
- - - - - - - - - - - - - - - - - - - - - - - -
rNotes: - - I
Steps are 750 hrs.
- - - - - - - - - - - - - - - - - - - - - J
Apprentice to Journeyworker Ratio:1:1
PAINTER(SIGN,PICTORIAL&DISPLAY) 06/01/2013 $25.81 $7.07 $7.05 $0.00 $39.93
PAINTERS LOCAL 35-ZONE 2
Issue Date: 11/08/2019 Wage Request Number: 20191108-014 Page 24 of 42
Classification Effective Date Base Wage Health Pension Supplemental Total Rate
Unemulovment
Apprentice- PAINTER SIGN-Local 35 Zone 2
Effective Date- 06/01/2013
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 50 $12.91 $7.07 $0.00 $0.00 $19.98
2 55 $14.20 $7.07 $2.45 $0.00 $23.72
3 60 $15.49 $7.07 $2.45 $0.00 $25.01
4 65 $16.78 $7.07 $2.45 $0.00 $26.30
5 70 $18.07 $7.07 $7.05 $0.00 $32.19
6 75 $19.36 $7.07 $7.05 $0.00 $33.48
7 80 $20.65 $7.07 $7.05 $0.00 $34.77
8 85 $21.94 $7.07 $7.05 $0.00 $36.06
9 90 $23.23 $7.07 $7.05 $0.00 $37.35
rNotes:- - - - - - - - - - - - - - - - - - - - - - - - - - -
Steps are 4 mos.
- - - - - - - - - - - - - - - - - - - - - - J
Apprentice to Journeyworker Ratio:1:1
PAINTER(SPRAY OR SANDBLAST,NEW)* 07/01/2019 $41.56 $8.20 $21.45 $0.00 $71.21
*If 30%or more of surfaces to be painted are new construction, 01/01/2020 $41.86 $8.20 $22.10 $0.00 $72.16
NEW paint rate shall be used.PAINTERS LOCAL 35-ZONE 2
07/01/2020 $42.96 $8.20 $22.10 $0.00 $73.26
01/01/2021 $44.06 $8.20 $22.10 $0.00 $74.36
Issue Date: 11/08/2019 Wage Request Number: 20191108-014 Page 25 of 42
Classification Effective Date Base Wage Health Pension Supplemental Total Rate
Unemulovment
Apprentice- PAINTER Local 35 Zone 2-Spray/Sandblast-New
Effective Date- 07/01/2019
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 50 $20.78 $8.20 $0.00 $0.00 $28.98
2 55 $22.86 $8.20 $5.78 $0.00 $36.84
3 60 $24.94 $8.20 $6.30 $0.00 $39.44
4 65 $27.01 $8.20 $6.83 $0.00 $42.04
5 70 $29.09 $8.20 $18.30 $0.00 $55.59
6 75 $31.17 $8.20 $18.83 $0.00 $58.20
7 80 $33.25 $8.20 $19.35 $0.00 $60.80
8 90 $37.40 $8.20 $20.40 $0.00 $66.00
Effective Date- 01/01/2020
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 50 $20.93 $8.20 $0.00 $0.00 $29.13
2 55 $23.02 $8.20 $5.94 $0.00 $37.16
3 60 $25.12 $8.20 $6.48 $0.00 $39.80
4 65 $27.21 $8.20 $7.02 $0.00 $42.43
5 70 $29.30 $8.20 $18.51 $0.00 $56.01
6 75 $31.40 $8.20 $19.05 $0.00 $58.65
7 80 $33.49 $8.20 $19.59 $0.00 $61.28
8 90 $37.67 $8.20 $20.67 $0.00 $66.54
- - - - - - - - - - - - - - - - - - - - - - - - - - -
rNotes: I
Steps are 750 hrs.
- - - - - - - - - - - - - - - - - - - - - - J
Apprentice to Journeyworker Ratio:1:1
PAINTER(SPRAY OR SANDBLAST,REPAINT) 07/01/2019 $39.62 $8.20 $21.45 $0.00 $69.27
PAINTERS LOCAL 35-ZONE 2
01/01/2020 $39.92 $8.20 $22.10 $0.00 $70.22
07/01/2020 $41.02 $8.20 $22.10 $0.00 $71.32
01/01/2021 $42.12 $8.20 $22.10 $0.00 $72.42
Issue Date: 11/08/2019 Wage Request Number: 20191108-014 Page 26 of 42
Classification Effective Date Base Wage Health Pension Supplemental Total Rate
Unemulovment
Apprentice- PAINTER Local 35 Zone 2-Spray/Sandblast-Repaint
Effective Date- 07/01/2019
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 50 $19.81 $8.20 $0.00 $0.00 $28.01
2 55 $21.79 $8.20 $5.78 $0.00 $35.77
3 60 $23.77 $8.20 $6.30 $0.00 $38.27
4 65 $25.75 $8.20 $6.83 $0.00 $40.78
5 70 $27.73 $8.20 $18.30 $0.00 $54.23
6 75 $29.72 $8.20 $18.83 $0.00 $56.75
7 80 $31.70 $8.20 $19.35 $0.00 $59.25
8 90 $35.66 $8.20 $20.40 $0.00 $64.26
Effective Date- 01/01/2020
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 50 $19.96 $8.20 $0.00 $0.00 $28.16
2 55 $21.96 $8.20 $5.94 $0.00 $36.10
3 60 $23.95 $8.20 $6.48 $0.00 $38.63
4 65 $25.95 $8.20 $7.02 $0.00 $41.17
5 70 $27.94 $8.20 $18.51 $0.00 $54.65
6 75 $29.94 $8.20 $19.05 $0.00 $57.19
7 80 $31.94 $8.20 $19.59 $0.00 $59.73
8 90 $35.93 $8.20 $20.67 $0.00 $64.80
- - - - - - - - - - - - - - - - - - - - - - - - - - -
rNotes: I
Steps are 750 hrs.
- - - - - - - - - - - - - - - - - - - - - - J
Apprentice to Journeyworker Ratio:1:1
PAINTER(TRAFFIC MARKINGS) 06/01/2019 $39.15 $7.85 $15.85 $0.00 $62.85
LABORERS-ZONE]
12/01/2019 $40.15 $7.85 $15.85 $0.00 $63.85
06/01/2020 $41.14 $7.85 $15.85 $0.00 $64.84
12/01/2020 $42.12 $7.85 $15.85 $0.00 $65.82
06/01/2021 $43.14 $7.85 $15.85 $0.00 $66.84
12/01/2021 $44.15 $7.85 $15.85 $0.00 $67.85
For Apprentice rates see"Apprentice-LABORER"
PAINTER/TAPER(BRUSH,NEW)* 07/01/2019 $40.16 $8.20 $21.45 $0.00 $69.81
*If 30%or more of surfaces to be painted are new construction, 01/01/2020 $40.46 $8.20 $22.10 $0.00 $70.76
NEW paint rate shall be used.PAZNTERSLOCAL 35-ZONE 2
07/01/2020 $41.56 $8.20 $22.10 $0.00 $71.86
O1/01/2021 $42.66 $8.20 $22.10 $0.00 $72.96
Issue Date: 11/08/2019 Wage Request Number: 20191108-014 Page 27 of 42
Classification Effective Date Base Wage Health Pension Supplemental Total Rate
Unemulovment
Apprentice- PAINTER-Local 35 Zone 2-BRUSHNEW
Effective Date- 07/01/2019
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 50 $20.08 $8.20 $0.00 $0.00 $28.28
2 55 $22.09 $8.20 $5.78 $0.00 $36.07
3 60 $24.10 $8.20 $6.30 $0.00 $38.60
4 65 $26.10 $8.20 $6.83 $0.00 $41.13
5 70 $28.11 $8.20 $18.30 $0.00 $54.61
6 75 $30.12 $8.20 $18.83 $0.00 $57.15
7 80 $32.13 $8.20 $19.35 $0.00 $59.68
8 90 $36.14 $8.20 $20.40 $0.00 $64.74
Effective Date- 01/01/2020
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 50 $20.23 $8.20 $0.00 $0.00 $28.43
2 55 $22.25 $8.20 $5.94 $0.00 $36.39
3 60 $24.28 $8.20 $6.48 $0.00 $38.96
4 65 $26.30 $8.20 $7.02 $0.00 $41.52
5 70 $28.32 $8.20 $18.51 $0.00 $55.03
6 75 $30.35 $8.20 $19.05 $0.00 $57.60
7 80 $32.37 $8.20 $19.59 $0.00 $60.16
8 90 $36.41 $8.20 $20.67 $0.00 $65.28
- - - - - - - - - - - - - - - - - - - - - - - - - - -
rNotes: I
Steps are 750 hrs.
- - - - - - - - - - - - - - - - - - - - - - J
Apprentice to Journeyworker Ratio:1:1
PAINTER/TAPER(BRUSH,REPAINT) 07/01/2019 $38.22 $8.20 $21.45 $0.00 $67.87
PAINTERS LOCAL 35-ZONE 2
O1/01/2020 $38.52 $8.20 $22.10 $0.00 $68.82
07/01/2020 $39.62 $8.20 $22.10 $0.00 $69.92
O1/01/2021 $40.72 $8.20 $22.10 $0.00 $71.02
Issue Date: 11/08/2019 Wage Request Number: 20191108-014 Page 28 of 42
Classification Effective Date Base Wage Health Pension Supplemental Total Rate
Unemulovment
Apprentice- PAINTER Local 35 Zone 2-BRUSH REPAINT
Effective Date- 07/01/2019
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 50 $19.11 $8.20 $0.00 $0.00 $27.31
2 55 $21.02 $8.20 $5.78 $0.00 $35.00
3 60 $22.93 $8.20 $6.30 $0.00 $37.43
4 65 $24.84 $8.20 $6.83 $0.00 $39.87
5 70 $26.75 $8.20 $18.30 $0.00 $53.25
6 75 $28.67 $8.20 $18.83 $0.00 $55.70
7 80 $30.58 $8.20 $19.35 $0.00 $58.13
8 90 $34.40 $8.20 $20.40 $0.00 $63.00
Effective Date- 01/01/2020
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 50 $19.26 $8.20 $0.00 $0.00 $27.46
2 55 $21.19 $8.20 $5.94 $0.00 $35.33
3 60 $23.11 $8.20 $6.48 $0.00 $37.79
4 65 $25.04 $8.20 $7.02 $0.00 $40.26
5 70 $26.96 $8.20 $18.51 $0.00 $53.67
6 75 $28.89 $8.20 $19.05 $0.00 $56.14
7 80 $30.82 $8.20 $19.59 $0.00 $58.61
8 90 $34.67 $8.20 $20.67 $0.00 $63.54
- - - - - - - - - - - - - - - - - - - - - - - -
rNotes: - - I
Steps are 750 hrs.
- - - - - - - - - - - - - - - - - - - - - - J
Apprentice to Journeyworker Ratio:1:1
PANEL&PICKUP TRUCKS DRIVER 08/01/2019 $35.18 $12.41 $12.70 $0.00 $60.29
TEAMSTERS JOINT COUNCIL NO.10 ZONE A
12/01/2019 $35.18 $12.41 $13.72 $0.00 $61.31
06/01/2020 $36.08 $12.41 $13.72 $0.00 $62.21
08/01/2020 $36.08 $12.91 $13.72 $0.00 $62.71
12/01/2020 $36.08 $12.91 $14.82 $0.00 $63.81
06/01/2021 $36.88 $12.91 $14.82 $0.00 $64.61
08/01/2021 $36.88 $13.41 $14.82 $0.00 $65.11
12/01/2021 $36.88 $13.41 $16.01 $0.00 $66.30
PIER AND DOCK CONSTRUCTOR(UNDERPINNING AND 08/01/2019 $48.94 $9.90 $21.15 $0.00 $79.99
DECK)
PILE DRIVER LOCAL 56(ZONE 1)
For apprentice rates see"Apprentice-PILE DRIVER"
PILE DRIVER 08/01/2019 $48.94 $9.90 $21.15 $0.00 $79.99
PILE DRIVER LOCAL 56(ZONE 1)
Issue Date: 11/08/2019 Wage Request Number: 20191108-014 Page 29 of 42
Classification Effective Date Base Wage Health Pension Supplemental Total Rate
Unemulovment
Apprentice- PILEDRIVER-Local 56 Zone 1
Effective Date- 08/01/2019
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 50 $24.47 $9.90 $21.15 $0.00 $55.52
2 60 $29.36 $9.90 $21.15 $0.00 $60.41
3 70 $34.26 $9.90 $21.15 $0.00 $65.31
4 75 $36.71 $9.90 $21.15 $0.00 $67.76
5 80 $39.15 $9.90 $21.15 $0.00 $70.20
6 80 $39.15 $9.90 $21.15 $0.00 $70.20
7 90 $44.05 $9.90 $21.15 $0.00 $75.10
8 90 $44.05 $9.90 $21.15 $0.00 $75.10
- - - - - - - - - - - - - - - - - - - - - - - - - - -
rNotes:
- - - - - - - - - - - - - - - - - - - - - -
Apprentice to Journeyworker Ratio:1:5
PIPEFITTER&STEAMFITTER 09/01/2019 $54.69 $10.95 $19.74 $0.00 $85.38
PIPEFITTERS LOCAL 537
03/01/2020 $56.19 $10.95 $19.74 $0.00 $86.88
09/01/2020 $57.69 $10.95 $19.74 $0.00 $88.38
03/01/2021 $59.19 $10.95 $19.74 $0.00 $89.88
Apprentice- PIPEFITTER-Local 537
Effective Date- 09/01/2019
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 40 $21.88 $10.95 $8.00 $0.00 $40.83
2 45 $24.61 $10.95 $19.74 $0.00 $55.30
3 60 $32.81 $10.95 $19.74 $0.00 $63.50
4 70 $38.28 $10.95 $19.74 $0.00 $68.97
5 80 $43.75 $10.95 $19.74 $0.00 $74.44
Effective Date- 03/01/2020
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 40 $22.48 $10.95 $8.00 $0.00 $41.43
2 45 $25.29 $10.95 $19.74 $0.00 $55.98
3 60 $33.71 $10.95 $19.74 $0.00 $64.40
4 70 $39.33 $10.95 $19.74 $0.00 $70.02
5 80 $44.95 $10.95 $19.74 $0.00 $75.64
Notes: - - - - - - - - - - - - - - - - - - - - - - - - -
** 1:3;3:15; 1:10 thereafter/Steps are 1 yr.
Refrig/AC Mechanic**1:1;1:2;2:4;3:6;4:855:10;6:12;7:14;8:17;920;10:23(Max)- - - - - _ - J
Apprentice to Journeyworker Ratio:**
Issue Date: 11/08/2019 Wage Request Number: 20191108-014 Page 30 of 42
Classification Effective Date Base Wage Health Pension Supplemental Total Rate
Unemplovment
PIPELAYER 06/01/2019 $39.40 $7.85 $15.85 $0.00 $63.10
LABORERS-ZONE 1
12/01/2019 $40.40 $7.85 $15.85 $0.00 $64.10
06/01/2020 $41.39 $7.85 $15.85 $0.00 $65.09
12/01/2020 $42.37 $7.85 $15.85 $0.00 $66.07
06/01/2021 $43.39 $7.85 $15.85 $0.00 $67.09
12/01/2021 $44.40 $7.85 $15.85 $0.00 $68.10
For apprentice rates see"Apprentice-LABORER"
PLUMBERS&GASFITTERS 09/01/2019 $57.69 $11.82 $17.01 $0.00 $86.52
PLUMBERS&GASFITTERS LOCAL 12
03/01/2020 $59.19 $11.82 $17.01 $0.00 $88.02
09/01/2020 $60.69 $11.82 $17.01 $0.00 $89.52
03/01/2021 $62.19 $11.82 $17.01 $0.00 $91.02
Apprentice- PLUMBERIGASFITTER-Local 12
Effective Date- 09/01/2019
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 35 $20.19 $11.82 $6.16 $0.00 $38.17
2 40 $23.08 $11.82 $6.99 $0.00 $41.89
3 55 $31.73 $11.82 $9.53 $0.00 $53.08
4 65 $37.50 $11.82 $11.18 $0.00 $60.50
5 75 $43.27 $11.82 $12.88 $0.00 $67.97
Effective Date- 03/01/2020
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 35 $20.72 $11.82 $6.16 $0.00 $38.70
2 40 $23.68 $11.82 $6.99 $0.00 $42.49
3 55 $32.55 $11.82 $9.53 $0.00 $53.90
4 65 $38.47 $11.82 $11.18 $0.00 $61.47
5 75 $44.39 $11.82 $12.88 $0.00 $69.09
s:- - - - - - - - - - - - - - - - - - - - - - - - - - -
rNote ** 1:2;2:6;3:10;4:14;5:19/Steps are 1 yr
- Step4 with lic$64.20,Step5 with lic$71.67-
- - - - - - - - - - - - - - - -
Apprentice to Journeyworker Ratio:**
PNEUMATIC CONTROLS(TEMP.) 09/01/2019 $54.69 $10.95 $19.74 $0.00 $85.38
PIPEFITTERS LOCAL 537
03/01/2020 $56.19 $10.95 $19.74 $0.00 $86.88
09/01/2020 $57.69 $10.95 $19.74 $0.00 $88.38
03/01/2021 $59.17 $10.95 $19.74 $0.00 $89.86
For apprentice rates see"Apprentice-PIPEFITTER"or"PLUMBER/PIPEFITTER"
PNEUMATIC DRILL/TOOL OPERATOR 06/01/2019 $39.40 $7.85 $15.85 $0.00 $63.10
LABORERS-ZONE]
12/01/2019 $40.40 $7.85 $15.85 $0.00 $64.10
06/01/2020 $41.39 $7.85 $15.85 $0.00 $65.09
12/01/2020 $42.37 $7.85 $15.85 $0.00 $66.07
06/01/2021 $43.39 $7.85 $15.85 $0.00 $67.09
12/01/2021 $44.40 $7.85 $15.85 $0.00 $68.10
For apprentice rates see"Apprentice-LABORER"
Issue Date: 11/08/2019 Wage Request Number: 20191108-014 Page 31 of 42
Classification Effective Date Base Wage Health Pension Supplemental Total Rate
Unemulovment
POWDERMAN&BLASTER 06/01/2019 $40.15 $7.85 $15.85 $0.00 $63.85
LABORERS-ZONE 1
12/01/2019 $41.15 $7.85 $15.85 $0.00 $64.85
06/01/2020 $42.14 $7.85 $15.85 $0.00 $65.84
12/01/2020 $43.12 $7.85 $15.85 $0.00 $66.82
06/01/2021 $44.14 $7.85 $15.85 $0.00 $67.84
12/01/2021 $45.15 $7.85 $15.85 $0.00 $68.85
For apprentice rates see"Apprentice-LABORER"
POWER SHOVEL/DERRICK/TRENCHING MACHINE 06/01/2019 $48.18 $12.00 $15.60 $0.00 $75.78
OPERATING ENGINEERS LOCAL 4
12/01/2019 $49.33 $12.00 $15.60 $0.00 $76.93
06/01/2020 $50.43 $12.00 $15.60 $0.00 $78.03
12/01/2020 $51.58 $12.00 $15.60 $0.00 $79.18
06/01/2021 $52.68 $12.00 $15.60 $0.00 $80.28
12/01/2021 $53.83 $12.00 $15.60 $0.00 $81.43
For apprentice rates see"Apprentice-OPERATING ENGINEERS"
PUMP OPERATOR(CONCRETE) 06/01/2019 $48.18 $12.00 $15.60 $0.00 $75.78
OPERATING ENGINEERS LOCAL 4
12/01/2019 $49.33 $12.00 $15.60 $0.00 $76.93
06/01/2020 $50.43 $12.00 $15.60 $0.00 $78.03
12/01/2020 $51.58 $12.00 $15.60 $0.00 $79.18
06/01/2021 $52.68 $12.00 $15.60 $0.00 $80.28
12/01/2021 $53.83 $12.00 $15.60 $0.00 $81.43
For apprentice rates see"Apprentice-OPERATING ENGINEERS"
PUMP OPERATOR(DEWATERING,OTHER) 06/01/2019 $32.28 $12.00 $15.60 $0.00 $59.88
OPERATING ENGINEERS LOCAL 4
12/01/2019 $33.07 $12.00 $15.60 $0.00 $60.67
06/01/2020 $33.82 $12.00 $15.60 $0.00 $61.42
12/01/2020 $34.60 $12.00 $15.60 $0.00 $62.20
06/01/2021 $35.35 $12.00 $15.60 $0.00 $62.95
12/01/2021 $36.14 $12.00 $15.60 $0.00 $63.74
For apprentice rates see"Apprentice-OPERATING ENGINEERS"
READY MIX CONCRETE DRIVERS after 4/30/10 05/01/2018 $24.15 $9.28 $13.59 $0.00 $47.02
(Drivers Hired After 4/30/20 10)TEAMSTERS 25(Suburban)-Aggregate
READY-MIX CONCRETE DRIVER 05/01/2018 $26.75 $9.28 $13.59 $0.00 $49.62
TEAMSTERS 25(Suburban)-Aggregate
RECLAIMERS 06/01/2019 $47.69 $12.00 $15.60 $0.00 $75.29
OPERATING ENGINEERS LOCAL 4
12/01/2019 $48.83 $12.00 $15.60 $0.00 $76.43
06/01/2020 $49.91 $12.00 $15.60 $0.00 $77.51
12/01/2020 $51.05 $12.00 $15.60 $0.00 $78.65
06/01/2021 $52.14 $12.00 $15.60 $0.00 $79.74
12/01/2021 $53.28 $12.00 $15.60 $0.00 $80.88
For apprentice rates see"Apprentice-OPERATING ENGINEERS"
RIDE-ON MOTORIZED BUGGY OPERATOR 06/01/2019 $39.40 $7.85 $15.85 $0.00 $63.10
LABORERS-ZONE 1
12/01/2019 $40.40 $7.85 $15.85 $0.00 $64.10
06/01/2020 $41.39 $7.85 $15.85 $0.00 $65.09
12/01/2020 $42.37 $7.85 $15.85 $0.00 $66.07
06/01/2021 $43.39 $7.85 $15.85 $0.00 $67.09
12/01/2021 $44.40 $7.85 $15.85 $0.00 $68.10
For apprentice rates see"Apprentice-LABORER"
Issue Date: 11/08/2019 Wage Request Number: 20191108-014 Page 32 of 42
Classification Effective Date Base Wage Health Pension Supplemental Total Rate
Unemulovment
ROLLER/SPREADER/MULCHING MACHINE 06/01/2019 $47.69 $12.00 $15.60 $0.00 $75.29
OPERATING ENGINEERS LOCAL 4
12/01/2019 $48.83 $12.00 $15.60 $0.00 $76.43
06/01/2020 $49.91 $12.00 $15.60 $0.00 $77.51
12/01/2020 $51.05 $12.00 $15.60 $0.00 $78.65
06/01/2021 $52.14 $12.00 $15.60 $0.00 $79.74
12/01/2021 $53.28 $12.00 $15.60 $0.00 $80.88
For apprentice rates see"Apprentice-OPERATING ENGINEERS"
ROOFER(Inc.Roofer Waterproofng&Roofer Damproofg) 08/01/2019 $44.64 $11.50 $15.90 $0.00 $72.04
ROOFERS LOCAL 33
02/01/2020 $45.92 $11.50 $15.90 $0.00 $73.32
08/01/2020 $47.35 $11.50 $15.90 $0.00 $74.75
02/01/2021 $48.78 $11.50 $15.90 $0.00 $76.18
08/01/2021 $50.21 $11.50 $15.90 $0.00 $77.61
02/01/2022 $51.64 $11.50 $15.90 $0.00 $79.04
Apprentice- ROOFER-Local 33
Effective Date- 08/01/2019
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 50 $22.32 $11.50 $3.69 $0.00 $37.51
2 60 $26.78 $11.50 $15.90 $0.00 $54.18
3 65 $29.02 $11.50 $15.90 $0.00 $56.42
4 75 $33.48 $11.50 $15.90 $0.00 $60.88
5 85 $37.94 $11.50 $15.90 $0.00 $65.34
Effective Date- 02/01/2020
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 50 $22.96 $11.50 $3.69 $0.00 $38.15
2 60 $27.55 $11.50 $15.90 $0.00 $54.95
3 65 $29.85 $11.50 $15.90 $0.00 $57.25
4 75 $34.44 $11.50 $15.90 $0.00 $61.84
5 85 $39.03 $11.50 $15.90 $0.00 $66.43
- - - - - - - - - - - - - - -
Notes:** 1:5,2:6-10,the 1:10;Reroofing: 1:4,then 1:1
Step 1 is 2000 hrs.;Steps 2-5 are 1000 hrs.
(Hot Pitch Mechanics'receive$1.00 hr.above ROOFER) -
- - - - - - - - - - - - - - - - - - - - - - - - -
Apprentice to Journeyworker Ratio:**
ROOFER SLATE/TILE/PRECAST CONCRETE 08/01/2019 $44.89 $11.50 $15.90 $0.00 $72.29
ROOFERS LOCAL 33
02/01/2020 $46.17 $11.50 $15.90 $0.00 $73.57
08/01/2020 $47.60 $11.50 $15.90 $0.00 $75.00
02/01/2021 $49.03 $11.50 $15.90 $0.00 $76.43
08/01/2021 $50.46 $11.50 $15.90 $0.00 $77.86
02/01/2022 $51.89 $11.50 $15.90 $0.00 $79.29
For apprentice rates see"Apprentice-ROOFER"
Issue Date: 11/08/2019 Wage Request Number: 20191108-014 Page 33 of 42
Classification Effective Date Base Wage Health Pension Supplemental Total Rate
Unemulovment
SHEETMETAL WORKER 08/01/2019 $48.10 $13.20 $24.12 $2.56 $87.98
SHEETMETAL WORKERS LOCAL 17-A
02/01/2020 $49.75 $13.20 $24.12 $2.61 $89.68
08/01/2020 $51.35 $13.20 $24.12 $2.66 $91.33
02/01/2021 $53.00 $13.20 $24.12 $2.71 $93.03
08/01/2021 $54.75 $13.20 $24.12 $2.76 $94.83
02/01/2022 $56.50 $13.20 $24.12 $2.81 $96.63
Apprentice- SHEETMETAL WORKER-Local 17-A
Effective Date- 08/01/2019
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 42 $20.20 $13.20 $5.89 $0.00 $39.29
2 42 $20.20 $13.20 $5.89 $0.00 $39.29
3 47 $22.61 $13.20 $11.13 $1.41 $48.35
4 47 $22.61 $13.20 $11.13 $1.41 $48.35
5 52 $25.01 $13.20 $12.08 $1.51 $51.80
6 52 $25.01 $13.20 $12.33 $1.52 $52.06
7 60 $28.86 $13.20 $13.70 $1.67 $57.43
8 65 $31.27 $13.20 $14.65 $1.77 $60.89
9 75 $36.08 $13.20 $16.56 $1.98 $67.82
10 85 $40.89 $13.20 $17.96 $2.16 $74.21
Effective Date- 02/01/2020
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 42 $20.90 $13.20 $5.89 $0.00 $39.99
2 42 $20.90 $13.20 $5.89 $0.00 $39.99
3 47 $23.38 $13.20 $11.13 $1.43 $49.14
4 47 $23.38 $13.20 $11.13 $1.43 $49.14
5 52 $25.87 $13.20 $12.08 $1.53 $52.68
6 52 $25.87 $13.20 $12.33 $1.54 $52.94
7 60 $29.85 $13.20 $13.70 $1.70 $58.45
8 65 $32.34 $13.20 $14.65 $1.82 $62.01
9 75 $37.31 $13.20 $16.56 $2.01 $69.08
10 85 $42.29 $13.20 $17.96 $2.20 $75.65
rNotes:- - - - - - - - - - - - - - - - - - - - - - - - - - - I
Steps are 6 mos.
- - - - - - - - - - - - - - - - - - - - - -
Apprentice to Journeyworker Ratio:1:4
Issue Date: 11/08/2019 Wage Request Number: 20191108-014 Page 34 of 42
Classification Effective Date Base Wage Health Pension Supplemental Total Rate
Unemi)lovment
SPECIALIZED EARTH MOVING EQUIP<35 TONS 08/01/2019 $35.64 $12.41 $12.70 $0.00 $60.75
TEAMSTERS JOINT COUNCIL NO.10 ZONE A
12/01/2019 $35.64 $12.41 $13.72 $0.00 $61.77
06/01/2020 $36.54 $12.41 $13.72 $0.00 $62.67
08/01/2020 $36.54 $12.91 $13.72 $0.00 $63.17
12/01/2020 $36.54 $12.91 $14.82 $0.00 $64.27
06/01/2021 $37.34 $12.91 $14.82 $0.00 $65.07
08/01/2021 $37.34 $13.41 $14.82 $0.00 $65.57
12/01/2021 $37.34 $13.41 $16.01 $0.00 $66.76
SPECIALIZED EARTH MOVING EQUIP>35 TONS 08/01/2019 $35.93 $12.41 $12.70 $0.00 $61.04
TEAMSTERS JOINT COUNCIL NO.10 ZONE A
12/01/2019 $35.93 $12.41 $13.72 $0.00 $62.06
06/01/2020 $36.83 $12.41 $13.72 $0.00 $62.96
08/01/2020 $36.83 $12.91 $13.72 $0.00 $63.46
12/01/2020 $36.83 $12.91 $14.82 $0.00 $64.56
06/01/2021 $37.63 $12.91 $14.82 $0.00 $65.36
08/01/2021 $37.63 $13.41 $14.82 $0.00 $65.86
12/01/2021 $37.63 $13.41 $16.01 $0.00 $67.05
SPRINKLER FITTER 10/01/2019 $60.48 $9.47 $19.60 $0.00 $89.55
SPRINKLER FITTERS LOCAL 550-(Section A)Zone 1
03/01/2020 $61.98 $9.47 $19.60 $0.00 $91.05
10/01/2020 $63.48 $9.47 $19.60 $0.00 $92.55
03/01/2021 $64.98 $9.47 $19.60 $0.00 $94.05
Issue Date: 11/08/2019 Wage Request Number: 20191108-014 Page 35 of 42
Classification Effective Date Base Wage Health Pension Supplemental Total Rate
Unemulovment
Apprentice- SPRINKLER FITTER-Local 550(Section A)Zone I
Effective Date- 10/01/2019
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 35 $21.17 $9.47 $11.15 $0.00 $41.79
2 40 $24.19 $9.47 $11.80 $0.00 $45.46
3 45 $27.22 $9.47 $12.45 $0.00 $49.14
4 50 $30.24 $9.47 $13.10 $0.00 $52.81
5 55 $33.26 $9.47 $13.75 $0.00 $56.48
6 60 $36.29 $9.47 $14.40 $0.00 $60.16
7 65 $39.31 $9.47 $15.05 $0.00 $63.83
8 70 $42.34 $9.47 $15.70 $0.00 $67.51
9 75 $45.36 $9.47 $16.35 $0.00 $71.18
10 80 $48.38 $9.47 $17.00 $0.00 $74.85
Effective Date- 03/01/2020
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 35 $21.69 $9.47 $11.15 $0.00 $42.31
2 40 $24.79 $9.47 $11.80 $0.00 $46.06
3 45 $27.89 $9.47 $12.45 $0.00 $49.81
4 50 $30.99 $9.47 $13.10 $0.00 $53.56
5 55 $34.09 $9.47 $13.75 $0.00 $57.31
6 60 $37.19 $9.47 $14.40 $0.00 $61.06
7 65 $40.29 $9.47 $15.05 $0.00 $64.81
8 70 $43.39 $9.47 $15.70 $0.00 $68.56
9 75 $46.49 $9.47 $16.35 $0.00 $72.31
10 80 $49.58 $9.47 $17.00 $0.00 $76.05
- - - - - - - - - - - - - - - - - - - - - - - - - -
Notes:Apprentice entered prior 9/30/10:
40/45/50/55/60/65/70/75/80/85
- -Steps are 850 hours J
- - - - - - - - - - - - - - - - - -
Apprentice to Journeyworker Ratio:1:3
STEAM BOILER OPERATOR 06/01/2019 $47.69 $12.00 $15.60 $0.00 $75.29
OPERATING ENGINEERS LOCAL 4
12/01/2019 $48.83 $12.00 $15.60 $0.00 $76.43
06/01/2020 $49.91 $12.00 $15.60 $0.00 $77.51
12/01/2020 $51.05 $12.00 $15.60 $0.00 $78.65
06/01/2021 $52.14 $12.00 $15.60 $0.00 $79.74
12/01/2021 $53.28 $12.00 $15.60 $0.00 $80.88
For apprentice rates see"Apprentice-OPERATING ENGINEERS"
TAMPERS,SELF-PROPELLED OR TRACTOR DRAWN 06/01/2019 $47.69 $12.00 $15.60 $0.00 $75.29
OPERATING ENGINEERS LOCAL 4
12/01/2019 $48.83 $12.00 $15.60 $0.00 $76.43
06/01/2020 $49.91 $12.00 $15.60 $0.00 $77.51
12/01/2020 $51.05 $12.00 $15.60 $0.00 $78.65
06/01/2021 $52.14 $12.00 $15.60 $0.00 $79.74
12/01/2021 $53.28 $12.00 $15.60 $0.00 $80.88
For apprentice rates see"Apprentice-OPERATING ENGINEERS"
Issue Date: 11/08/2019 Wage Request Number: 20191108-014 Page 36 of 42
Classification Effective Date Base Wage Health Pension Supplemental Total Rate
Unemulovment
TELECOMMUNICATION TECHNICIAN 03/01/2019 $38.33 $13.00 $16.82 $0.00 $68.15
ELECTRICIANS LOCAL 103
Apprentice- TELECOMMUNICATION TECHNICIAN-Local 103
Effective Date- 03/01/2019
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 40 $15.33 $13.00 $0.46 $0.00 $28.79
2 40 $15.33 $13.00 $0.46 $0.00 $28.79
3 45 $17.25 $13.00 $13.42 $0.00 $43.67
4 45 $17.25 $13.00 $13.42 $0.00 $43.67
5 50 $19.17 $13.00 $13.73 $0.00 $45.90
6 55 $21.08 $13.00 $14.03 $0.00 $48.11
7 60 $23.00 $13.00 $14.34 $0.00 $50.34
8 65 $24.91 $13.00 $14.66 $0.00 $52.57
9 70 $26.83 $13.00 $14.96 $0.00 $54.79
10 75 $28.75 $13.00 $15.27 $0.00 $57.02
rNotes:- - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - -
Apprentice to Journeyworker Ratio:1:1
TERRAZZO FINISHERS 08/01/2019 $53.34 $10.75 $21.30 $0.00 $85.39
BRICKLAYERS LOCAL 3-MARBLE&TILE
02/01/2020 $53.98 $10.75 $21.30 $0.00 $86.03
08/01/2020 $55.33 $10.75 $21.45 $0.00 $87.53
02/01/2021 $55.97 $10.75 $21.45 $0.00 $88.17
08/01/2021 $57.37 $10.75 $21.61 $0.00 $89.73
02/01/2022 $57.96 $10.75 $21.61 $0.00 $90.32
Issue Date: 11/08/2019 Wage Request Number: 20191108-014 Page 37 of 42
Classification Effective Date Base Wage Health Pension Supplemental Total Rate
Unemulovment
Apprentice- TERRAZZO FINISHER-Local 3 Marble&Tile
Effective Date- 08/01/2019
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 50 $26.67 $10.75 $21.30 $0.00 $58.72
2 60 $32.00 $10.75 $21.30 $0.00 $64.05
3 70 $37.34 $10.75 $21.30 $0.00 $69.39
4 80 $42.67 $10.75 $21.30 $0.00 $74.72
5 90 $48.01 $10.75 $21.30 $0.00 $80.06
Effective Date- 02/01/2020
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 50 $26.99 $10.75 $21.30 $0.00 $59.04
2 60 $32.39 $10.75 $21.30 $0.00 $64.44
3 70 $37.79 $10.75 $21.30 $0.00 $69.84
4 80 $43.18 $10.75 $21.30 $0.00 $75.23
5 90 $48.58 $10.75 $21.30 $0.00 $80.63
- - - - - - - - - - - - - - - - - - - - - - - - - -
rNotes:
- - - - - - - - - - - - - - - - - - - - -
Apprentice to Journeyworker Ratio:1:3
TEST BORING DRILLER 06/01/2019 $40.50 $7.85 $16.05 $0.00 $64.40
LABORERS-FOUNDATION AND MARINE
12/01/2019 $41.50 $7.85 $16.05 $0.00 $65.40
06/01/2020 $42.49 $7.85 $16.05 $0.00 $66.39
12/01/2020 $43.47 $7.85 $16.05 $0.00 $67.37
06/01/2021 $44.49 $7.85 $16.05 $0.00 $68.39
12/01/2021 $45.50 $7.85 $16.05 $0.00 $69.40
For apprentice rates see"Apprentice-LABORER"
TEST BORING DRILLER HELPER 06/01/2019 $39.22 $7.85 $16.05 $0.00 $63.12
LABORERS-FOUNDATIONAND MARINE
12/01/2019 $40.22 $7.85 $16.05 $0.00 $64.12
06/01/2020 $41.21 $7.85 $16.05 $0.00 $65.11
12/01/2020 $42.19 $7.85 $16.05 $0.00 $66.09
06/01/2021 $43.21 $7.85 $16.05 $0.00 $67.11
12/01/2021 $44.22 $7.85 $16.05 $0.00 $68.12
For apprentice rates see"Apprentice-LABORER"
TEST BORING LABORER 06/01/2019 $39.10 $7.85 $16.05 $0.00 $63.00
LABORERS-FOUNDATIONAND MARINE
12/01/2019 $40.10 $7.85 $16.05 $0.00 $64.00
06/01/2020 $41.09 $7.85 $16.05 $0.00 $64.99
12/01/2020 $42.07 $7.85 $16.05 $0.00 $65.97
06/01/2021 $43.09 $7.85 $16.05 $0.00 $66.99
12/01/2021 $44.10 $7.85 $16.05 $0.00 $68.00
For apprentice rates see"Apprentice-LABORER"
Issue Date: 11/08/2019 Wage Request Number: 20191108-014 Page 38 of 42
Supplemental Total Rate
Classification Effective Date Base Wage Health Pension Unemployment
TRACTORS/PORTABLE STEAM GENERATORS 06/01/2019 $47.69 $12.00 $15.60 $0.00 $75.29
OPERA TING ENGINEERS LOCAL 4 12/01/2019 $49.93 $12.00 $15.60 $0.00 $76.43
06/01/2020 $49.91 $12.00 $15.60 $0.00 $77.51
12/01/2020 $51.05 $12.00 $15.60 $0.00 $78.65
06/01/2021 $52.14 $12.00 $15.60 $0.00 $79.74
12/01/2021 $53.28 $12.00 $15.60 $0.00 $80.88
For apprentice rates see"Apprentice-OPERATING ENGINEERS"
TRAILERS FOR EARTH MOVING EQUIPMENT 08/01/2019 $36.22 $12.41 $12.70 $0.00 $61.33
TEAMSTERS JOINT COUNCIL NO.10 ZONE A 12/01/2019 $36.22 $12.41 $13.72 $0.00 $62.35
06/01/2020 $37.12 $12.41 $13.72 $0.00 $63.25
08/01/2020 $37.12 $12.91 $13.72 $0.00 $63.75
12/01/2020 $37.12 $12.91 $14.92 $0.00 $64.95
06/01/2021 $37.92 $12.91 $14.82 $0.00 $65.65
08/01/2021 $37.92 $13.41 $14.82 $0.00 $66.15
12/01/2021 $37.92 $13.41 $16.01 $0.00 $67.34
TUNNEL WORK-COMPRESSED AIR 06/01/2019 $51.38 $7.85 $16.45 $0.00 $75.68
LABORERS(COMPRESSED AIR) 12/0t/2019 $52.38 $7.85 $16.45 $0.00 $76.68
06/01/2020 $53.37 $7.95 $16.45 $0.00 $77.67
12/01/2020 $54.35 $7.85 $16.45 $0.00 $78.65
06/01/2021 $55.37 $7.85 $16.45 $0.00 $79.67
12/01/2021 $56.38 $7.85 $16.45 $0.00 $80.68
For apprentice rates see"Apprentice-LABORER"
TUNNEL WORK-COMPRESSED AIR(HAZ.WASTE) 06/01/2019 $53.38 $7.85 $16.45 $0.00 $77.68
LABORERS(COMPRESSED AIR) 12/01/2019 $54.38 $7.85 $16.45 $0.00 $78.68
06/01/2020 $55.37 $7.85 $16.45 $0.00 $79.67
12/01/2020 $56.35 $7.85 $16.45 $0.00 $80.65
06/01/2021 $57.37 $7.85 $16.45 $0.00 $81.67
12/01/2021 $58.39 $7.85 $16.45 $0.00 $92.69
For apprentice rates see"Apprentice-LABORER"
TUNNEL WORK-FREE AIR 06/01/2019 $43.45 $7.85 $16.45 $0.00 $67.75
LABORERS(FREE AIR TUNNEL) 12/01/2019 $44.45 $7.85 $16.45 $0.00 $68.75
06/01/2020 $45.44 $7.85 $16.45 $0.00 $69.74
12/01/2020 $46.42 $7.85 $16.45 $0.00 $70.72
06/01/2021 $47.44 $7.85 $16.45 $0.00 $71.74
12/01/2021 $48.45 $7.85 $16.45 $0.00 $72.75
For apprentice rates see"Apprentice-LABORER"
TUNNEL WORK-FREE AIR(HAZ.WASTE) 06/01/2019 $45.45 $7.85 $16.45 $0.00 $69.75
LABORERS(FREE AIR TUNNEL) 12/01/2019 $46.45 $7.85 $16.45 $0.00 $70.75
06/01/2020 $47.44 $7.85 $16.45 $0.00 $71.74
12/01/2020 $48.42 $7.85 $16.45 $0.00 $72.72
06/01/2021 $49.44 $7.85 $16.45 $0.00 $73.74
12/01/2021 $50.45 $7.85 $16.45 $0.00 $74.75
For apprentice rates see"Apprentice-LABORER"
Issue Date: 11/08/2019 Wage Request Number: 20191108-014 Page 39 of 42
Supplemental Total Rate
Classification Effective Date Base Wage Health Pension Unemulovment
VAC-HAUL 09/01/2019 $35.64 $12.41 $12.70 $0.00 $60.75
TEAMSTERSJOINT COUNCIL NO.10ZONEA 12/01/2019 $35.64 $12.41 $13.72 $0.00 $61.77
06/01/2020 $36.54 $12.41 $13.72 $0.00 $62.67
08/01/2020 $36.54 $12.91 $13.72 $0.00 $63.17
12/01/2020 $36.54 $12.91 $14.82 $0.00 $64.27
06/01/2021 $37.34 $12.91 $14.82 $0.00 $65.07
08/01/2021 $37.34 $13.41 $14.82 $0.00 $65.57
12/01/2021 $37.34 $13.41 $16.01 $0.00 $66.76
WAGON DRILL OPERATOR 06/01/2019 $39.40 $7.85 $15.85 $0.00 $63.10
LABORERS-ZONE 1 12/01/2019 $40.40 $7.85 $15.85 $0.00 $64.10
06/01/2020 $41.39 $7.85 $15.85 $0.00 $65.09
12/01/2020 $42.37 $7.85 $15.85 $0.00 $66.07
06/01/2021 $43.39 $7.85 $15.85 $0.00 $67.09
12/01/2021 $44.40 $7.85 $15.85 $0.00 $68.10
For apprentice rates see"Apprentice-LABORER"
WASTE WATER PUMP OPERATOR 06/01/2019 $48.18 $12.00 $15.60 $0.00 $75.78
OpERA TING ENGINEERS LOCAL 4 12/01/2019 $49.33 $12.00 $15.60 $0.00 $76.93
06/01/2020 $50.43 $12.00 $15.60 $0.00 $78.03
12/01/2020 $51.58 $12.00 $15.60 $0.00 $79.19
06/01/2021 $52.68 $12.00 $15.60 $0.00 $80.28
12/01/2021 $53.83 $12.00 $15.60 $0.00 $81.43
For apprentice rates see"Apprentice-OPERATING ENGINEERS"
WATER METER INSTALLER 09/01/2019 $57.69 $11.82 $17.01 $0.00 $86.52
PL UMBERS&GASFITTERS LOCAL 12 03/01/2020 $59.19 $11.82 $17.01 $0.00 $88.02
09/01/2020 $60.69 $11.82 $17.01 $0.00 $89.52
03/01/2021 $62.19 $11.82 $17.01 $0.00 $91.02
For apprentice rates see"Apprentice-PLUMBERTIPEFITTER"or"PLLTMBER/GASFITTER"
Outside Electrical-East
CABLE TECHNICIAN(Power Zone) 09/01/2019 $28.83 $8.75 $1.86 $0.00 $39.44
OUTSIDE ELECTRICAL WORKERS-EASTLOCAL104 08/30/2020 $29.67 $9.25 $1.89 $0.00 $40.81
For apprentice rates see"Apprentice-LINEMAN"
CABLEMAN(Underground Ducts&Cables) 09/01/2019 $40.84 $8.75 $10.02 $0.00 $59.61
OUTSIDE ELECTRICAL WORKERS-EASTLOCAL104 08/30/2020 $42.03 $9.25 $10.27 $0.00 $61.55
For apprentice rates see"Apprentice-LINEMAN"
DRIVER/GROUNDMAN CDL 09/01/2019 $33.64 $8.75 $9.96 $0.00 $52.25
0 UTSIDE ELECTRICAL WORKERS-EAST LOCAL 104 08/30/2020 $34.62 $9.25 $10.07 $0•00 $53.94
For apprentice rates see"Apprentice-LINEMAN"
DRIVER/GROUNDMAN-Inexperienced(<2000 Hrs) 09/01/2019 $26.43 $8.75 $1.79 $0.00 $36.97
OUTSIDE ELECTRICAL WORKERS-EAST LOCAL104 08/30/2020 $27.20 $9.25 $1.82 $0.00 $38.27
For apprentice rates see"Apprentice-LINEMAN"
EQUIPMENT OPERATOR(Class A CDL) 09/01/2019 $40.84 $8.75 $14.10 $0.00 $63.69
OUTSIDE ELECTRICAL WORKERS-EAST LOCAL104 08/30/2020 $42.03 $9.25 $14.35 $0.00 $65.63
For apprentice rates see"Apprentice-LINEMAN"
EQUIPMENT OPERATOR(Class B CDL) 09/01/2019 $36.04 $8.75 $10.65 $0.00 $55.44
OUTSIDE ELECTRICAL WORKERS-EASTLOCAL104 08/30/2020 $37.09 $9.25 $10.87 $0.00 $57.21
For apprentice rates see"Apprentice-LINEMAN"
Issue Date: 11/08/2019 Wage Request Number: 20191108-014 Page 40 of 42
Classification Effective Date Base Wage Health Pension Supplemental Total Rate
Unemi)lovment
GROUNDMAN 09/01/2019 $21.62 $8.75 $1.65 $0.00 $32.02
OUTSIDE ELECTRICAL WORKERS-EAST LOCAL 104
08/30/2020 $22.25 $9.25 $1.67 $0.00 $33.17
For apprentice rates see"Apprentice-LINEMAN'
GROUNDMAN-Inexperienced(<2000 Hrs.) 09/01/2019 $26.43 $8.75 $1.79 $0.00 $36.97
OUTSIDE ELECTRICAL WORKERS-EAST LOCAL 104
08/30/2020 $27.20 $9.25 $1.82 $0.00 $38.27
For apprentice rates see"Apprentice-LINEMAN'
JOURNEYMAN LINEMAN 09/01/2019 $48.05 $8.75 $17.19 $0.00 $73.99
OUTSIDE ELECTRICAL WORKERS-EAST LOCAL 104
08/30/2020 $49.45 $9.25 $17.48 $0.00 $76.18
Apprentice- LINEMAN(Outside Electrical)-East Local 104
Effective Date- 09/01/2019
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 60 $28.83 $8.75 $3.36 $0.00 $40.94
2 65 $31.23 $8.75 $3.44 $0.00 $43.42
3 70 $33.64 $8.75 $3.51 $0.00 $45.90
4 75 $36.04 $8.75 $5.08 $0.00 $49.87
5 80 $38.44 $8.75 $5.15 $0.00 $52.34
6 85 $40.84 $8.75 $5.23 $0.00 $54.82
7 90 $43.25 $8.75 $7.30 $0.00 $59.30
Effective Date- 08/30/2020
Supplemental
Step percent Apprentice Base Wage Health Pension Unemployment Total Rate
1 60 $29.67 $9.25 $3.39 $0.00 $42.31
2 65 $32.14 $9.25 $3.46 $0.00 $44.85
3 70 $34.62 $9.25 $3.54 $0.00 $47.41
4 75 $37.09 $9.25 $5.11 $0.00 $51.45
5 80 $39.56 $9.25 $5.19 $0.00 $54.00
6 85 $42.03 $9.25 $5.26 $0.00 $56.54
7 90 $44.51 $9.25 $7.34 $0.00 $61.10
- - - - - - - - - - - - - - - - - - - - - - -
rNotes: I
- - - - - - - - - - - - - - - - - - - - - J
Apprentice to Journeyworker Ratio:1:2
TELEDATA CABLE SPLICER 02/04/2019 $30.73 $4.70 $3.17 $0.00 $38.60
OUTSIDE ELECTRICAL WORKERS-EAST LOCAL 104
TELEDATA LINEMAN/EQUIPMENT OPERATOR 02/04/2019 $28.93 $4.70 $3.14 $0.00 $36.77
OUTSIDE ELECTRICAL WORKERS-EAST LOCAL 104
TELEDATA WIREMAN/INSTALLER/TECHNICIAN 02/04/2019 $28.93 $4.70 $3.14 $0.00 $36.77
OUTSIDE ELECTRICAL WORKERS-EAST LOCAL 104
TREE TRIMMER 01/31/2016 $18.51 $3.55 $0.00 $0.00 $22.06
OUTSIDE ELECTRICAL WORKERS-EAST LOCAL 104
This classification applies only to tree work done:(a)for a utility company,R.E.A.cooperative,or railroad or coal mining company,and(b)for the purpose of
operating,maintaining,or repairing the utility company's equipment,and(c)by a person who is using hand or mechanical cutting methods and is not on the ground.
This classification does not apply to wholesale tree removal.
TREE TRIMMER GROUNDMAN 01/31/2016 $16.32 $3.55 $0.00 $0.00 $19.87
OUTSIDE ELECTRICAL WORKERS-EAST LOCAL 104
Issue Date: 11/08/2019 Wage Request Number: 20191108-014 Page 41 of 42
Classification Effective Date Base Wage Health Pension Supplemental Total Rate
Unemulovment
This classification applies only to tree work done:(a)for a utility company,R.E.A.cooperative,or railroad or coal mining company,and(b)for the purpose of
operating,maintaining,or repairing the utility company's equipment,and(c)by a person who is using hand or mechanical cutting methods and is on the ground. This
classification does not apply to wholesale tree removal.
Additional Apprentice Information:
Minimum wage rates for apprentices employed on public works projects are listed above as a percentage of the pre-determined hourly wage rate established by the
Commissioner under the provisions of the M.G.L.c.149,ss.26-27D. Apprentice ratios are established by the Division of Apprenticeship Training pursuant to M.G.L.
c.23,ss.I I&I IL.
All apprentices must be registered with the Division of Apprenticeship Training in accordance with M.G.L.c.23,ss.I IE-I IL.
All steps are six months(1000 hours.)
Ratios are expressed in allowable number of apprentices to journeymen or fraction thereof,unless otherwise specified.
** Multiple ratios are listed in the comment field.
*** APP to JM;1:1,2:2,2:3,3:4,4:4,4:5,4:6,5:7,6:7,6:8,6:9,7:10,8:10,8:11,8:12,9:13,10:13,10:14,etc.
**** APP to JM;1:1,1:2,2:3,2:4,3:5,4:6,4:7,5:8,6:9,6:10,7:11,8:12,8:13,9:14,10:15,10:16,etc.
Issue Date: 11/08/2019 Wage Request Number: 20191108-014 Page 42 of 42
Town of Watertown Department of Public Works
Roadway Rehabilitation and Related Work Phase I Contract No. 2020-025
ATTACHMENT B
STORMWATER TRENCH CONSTRUCTION DETAILS
last modified:11/19/19 printed:11/19/19 by eh H:\Pro'ects\2015\15145 Watertown On-Call GI\15145F Chandler Street\Drawin s\15145F-ST.dw
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3 ELEV.A ELEV.B ELEV.C ELEV.D
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2 8 Chandler ST 1 72.6 73.1 10 69.0 8 N/A 68.3 36 25 N/A N/A 27 66.4
(assum.)
86 Burnham ST 2 72.7 73.2 8 71.0 8" 70.7 69.3 36 40 2.5 10 40 67.4
NOTES:
1. INVERT AND ELEVATIONS NOTED SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD.
2. SYSTEM DEPTH MAY VARY AS NEEDED TO ACHIEVE THE DEPTH OF STONE AS NOTED IN THE TABLE ABOVE.
Q
3. CONTRACTOR TO FIELD VERIFY OUTLET PIPE SIZE NOTED IN THE TABLE ABOVE.
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last modified:11/19/19 printed:11/19/19 by eh H:\Projects\2015\15145 Watertown On-Call GI\15145F Chandler Street\Drawings\15145F-ST.dwq
SUGGESTED TREE FOR ST 2:
AMELANCHIER LAEVIS "SNOWCLOUD"
SINGLE STEM 2 CALIPER
i
OPTIONAL TREE PLANTING
SEE PLANS FOR TREE
6"VERTICAL CURB LOCATIONS
(BY OTHERS)
1"SIDEWALK
EXISTING CATCH BASIN REVEAL(TYP.)
TO REMAIN AND RESET AS
NECESSARY(BY OTHERS) CONC.SIDEWALK AND SUBBASE
INLET BY OTHERS
TREE14"\/�i
PLANTING
SOIL
L \\
8 PERFORATED PVC
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NON-WOVEN GEOTEXTILE DO NOT COMPACT
ON TOP OF CRUSHED VARIES
STONE AND SIDES OF SEE SITE PLAN
TREE PLANTING SOIL
SECTION A'-A
NOTES:
1. PLANTING SOIL DEPTH VARIES BASED UPON TOP OF 4'CRUSHED STONE AND PROPOSED
SIDEWALK GRADE.
2. ALL EXCAVATION AND BACKFILL PERFORMED TO CONSTRUCT/INSTALL TREE TRENCHES IS IN THE
RESPECTIVE 757 LUMP SUM.
ITEM 757
STORMWATER TRENCH CROSS SECTION
NOT TO SCALE
Project Number: Prepared For. Plan Sel
Town of Watertown 2020 ROADWAY REHAB. & RELATED WORK Horsley Witten Group,Inc.
Sustainable Environmental Solutions
15145E 124 Orchard Street
lsao www.horsleywitten.com 44
Watertown,MA PHASE I CONTRACT NO. 2020-025 90 Route 6A
Phone:(671)972-6420 WATERTOWN, MASSACHUSETTS Sandwich,MA
sneew,a,ber Fax:--- 508-833-6600 Voice voice
508-833-3150 fax
5 of 6 R� PlenTt1e DETAILS - INFILTRATION TRENCH (2) NDt.: R2019 D.Mgned By:
Drew GSG Checked By:
3
F PROVIDE 12"x12"PULLBOX 4"PVC THREADED CAP
MOUNTED FLUSH WITH
LL SIDEWALK
4"DIA.(MIN)PVC PIPE
TYPE"B"GRAVEL BORROW
m SEE SIDEWALK DETAIL
BY OTHERS
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AGGREGATE,
SEE TREE
TRENCH DETAIL �r� ��lJ OVA/VA/VA/VA/VA/VA/
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B. 1 ��-����� ��� \ /V/VAVAAVAA GRAVEL OR
SUITABLE BACKFILL
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o ELBOW ADAPTER FOR 8"PVC
0 8"PERFORATED UNDERDRAIN PIPE TO 4"CLEAN OUT
PVC PIPE
m
CONNECTION TO UNDERDRAIN PIPE
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STORMWATER TRENCH CLEANOUT DETAIL
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2020 ROADWAY REHAB. & RELATED
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15145E _ WORK PHASE I CONTRACT NO. 2020-025 9O Route 6A it[en.com
124 Orchard Street
w Watertown,MA Sandwich,MA it SheetN��,ber Phone.(671 672-6426 WATERTOWN, MASSACHUSETTS 508833-66 0voice3
E, Fax:---- - 508-833-3150 fax
of Plan Tltle'. Date Designed By Drawn By Checked By
m DETAILS — CLEANOUT NOVEMBER201 GSG/JCB GSG RAC
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LEGEND SP1 STUDY POINT APOND SOIL TYPES
252 CARVER COARSE SAND
0) DRAINAGE GRAVEL,GOOD, HSG A (HSG A)
AREA SOIL BOUNDARY
o BOUNDARY HOUSES GRASS, HSG A
259 CARVER LOAMY COARSE
F
50C SOIL DESIGNATION SAND(HSG A)
Project Number
0 60 15145F
DA1 PAVEMENT 1'COUNTOURS J 435 PLYMOUTH LOAMY COARSE
m SCALE IN FEET SAND(HSG A) IsbaetNumb1 of 1