Specs~o
PROPOSAL FOR
TOWN OF WAPPINGER
UNITED WAPPINGER WATER DISTRICT
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WATER MAIN E;(TENSION TO CHELSEA HAMLET
MORRIS ASSOCIATES
ENGINEERING CONSULTANTS PLLC
9 ELKS LANE
pOUGHKEEPSIE, NEW YORK 12601
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SEPTEMBER 2013
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THIS MANUAL TO BE SUBMITTED TO TOWN CLERK
WITH RESPECTIVE BID
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NOTICE TO BIDDERS
NOTICE IS HEREBY GIVEN that the Town of Wappinger invites sealed bids for
construction of the "WATER MAIN EXTENSION to NYCDEP" as set forth in Contract
Documents prepared by Morris Associates, PLLC, 9 Elks Lane, Poughkeepsie, NY 12601.
Separate sealed Bids completed on forms provided with the Contract Documents will be
~ received by the Town Clerk, Town of Wappinger, 20 Middlebush Road, Wappingers Falls,
NY 12590 until 11:00 a.m. (local time) on March 31, 2014 at which time they will be publicly
opened and read aloud. All bids shall be submitted in sealed envelopes so marked
"WATER MAIN EXTENSION to NYCDEP", along with the associated contract (i.e.
"CONTRACT NO. 13-006, WATER MAIN EXTENSION TO CHELSEA HAMLET").
,,,, Bids shall be received for the following Contracts:
Contract No. Title
13-006 WATER MAIN EXTENSION TO CHELSEA HAMLET
The Contract Documents may be reviewed at and obtained from the office of the Town
Clerk, Town of Wappinger, 20 Middlebush Road, Wappingers Falls, NY 12590 after
February 28, 2014. Pursuant to the provisions of GML 102, persons desiring to take a
copy may obtain them, subject to a deposit in the amount of $100.00 for each set,
rr. payable by check or money order made out to the Town of Wappinger, to guarantee
their safe return, such deposits to be refunded or partially refunded under the provisions
of GML 102.
A Pre-Bid meeting will be held at the Town Hall on March 18, 2014 at 11:00 a.m. Bidders
will have access to the site at that time to inform him/her self of the conditions relating to
the work required under this project and the employment of labor thereon.
Each bid shall be accompanied by an acceptable form of Bid Deposit Guarantee in the
amount of five (5) percent of the amount of the Base Bid payable to the Town of
Wappinger as a guarantee that if the Bid is accepted, the Bidderwill complete the items bid
upon in accordance with the specifications and under the terms of the contract documents.
The Bid Deposit shall be in the form of a Certified Check payable to the Town of
Wappinger, or Bid Bond.
OWNER'S RIGHTS RESERVED: The Town of Wappinger reserves the right to reject any
or all Bids and to waive any formality or technicality in any Bid in the interest of the Town of
Wappinger.
E:ID000MENTS\T WAPPINGERW W20121W21215 NYCDEP EXTENSION1W21215.1 CHELSEA HAMLET
EXTENSFOMSPECSIGENERAL\SPEC_COVER_NOTICE TO BIDDERS.DOC
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STATEMENT OF NON-COLLUSION: Bidders are re wired to execute the non-colt
q usion
bidding certificate attached thereto pursuant to Section 103-4 of the General Municipal Law
of the State of New York.
Bidders are also required to comply with the provision of Section 291-299 of the Executive
~4 Law of the State of New York.
The Town of Wappinger hereby notifies all Bidders that it will affirmatively insure that in
regard to any agreement entered into pursuant to this advertisement, minority business
enterprises will be afforded full opportunity to submit bids in response to this invitation and
will not be discriminated against on the grounds of race, color, or national origin in
consideration of an award.
BY ORDER OF THE TOWN BOARD
.,
E~IDOCUMENTS\T WAPPINGER\A W2012\W21215 NYCDEP EXTENSION\W21215.1 CHELSEA HAMLET
EXTENSIONISPECS\GENERAL\SPEC COVER_NOTICE TO_BIDDERS.DOC
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TABLE OF CONTENTS
DIVISION 100 .................................................................................. Instruction to Bidders
DIVISION 200 ..................................................................................................... Bid Form
DIVISION 300 ...................................................................................................... Contract
DIVISION 400 ......... ...:.. .........................General Conditions
DIVISION 500 ........................................................................Special Conditions
DIVISION 600 ......................................Technical Specifications
E:~D000MENTSIT WAPPINGERW W20121~112i215 NYCDEP EXTENSIOMW21215.1 CHELSEA HAMLET
I~r EXTENSIONISPECS\GENERAL\SPEC COVER_NOTICE TO BIDDERS.DOC
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PROPOSAL FOR
TOWN OF WAPPINGER
UNITED WAPPINGER WATER DISTRICT
WATER MAIN EXTENSION TO CHELSEA HAMLET
CONTRACT NO. 13-006
PREPARED BY:
MORRIS ASSOCIATES
ENGINEERING CONSULTANTS, PLLC
9 ELKS LANE
POUGHKEEPSIE, NEW YORK 12601
SEPTEMBER 2013
REVISED FEBRUARY 2014
MA#: W21215.11
THIS MANUAL TO BE SUBMITTED TO TOWN CLERK
WITH RESPECTIVE BID
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NOTICE TO BIDDERS
NOTICE IS HEREBY GIVEN that the Town of Wappinger invites sealed bids for
construction of the "WATER MAIN EXTENSION to NYCDEP" as set forth in Contract
Documents prepared by Morris Associates, PLLC, 9 Elks Lane, Poughkeepsie, NY 12601.
Separate sealed Bids completed on forms provided with the Contract Documents will be
received by the Town Clerk, Town of Wappinger, 20 Middlebush Road, Wappingers Falls,
NY 12590 until 11:00 a.m. (local time) on March 31, 2014 at which time they will be publicly
opened and read aloud. All bids shall be submitted in sealed envelopes so marked
"WATER MAIN EXTENSION to NYCDEP", along with the associated contract (i.e.
"CONTRACT NO. 13-006, WATER MAIN EXTENSION TO CHELSEA HAMLET").
Bids shall be received for the following Contracts:
Contract No. Title
13-006 WATER MAIN EXTENSION TO CHELSEA HAMLET
The Contract Documents may be reviewed at and obtained from the office of the Town
~. Clerk, Town of Wappinger, 20 Middlebush Road, Wappingers Falls, NY 12590 after
February 28, 2014. Pursuant to the provisions of GML 102, persons desiring to take a
copy may obtain them, subject to a deposit in the amount of $100.00 for each set,
w payable by check or money order made out to the Town of Wappinger, to guarantee
their safe return, such deposits to be refunded or partially refunded underthe provisions
of GML 102.
A Pre-Bid meeting will be held at the Town Hall on March 18, 2014 at 11:00 a.m. Bidders
will have access to the site at that time to inform him/her self of the conditions relating to
the work required under this project and the employment of labor thereon.
Each bid shall be accompanied by an acceptable form of Bid Deposit Guarantee in the
~ amount of five (5) percent of the amount of the Base Bid payable to the Town of
Wappinger as a guarantee that if the Bid is accepted, the Bidder will complete the items bid
upon in accordance with the specifications and under the terms of the contract documents.
The Bid Deposit shall be in the form of a Certified Check payable to the Town of
Wappinger, or Bid Bond.
OWNER'S RIGHTS RESERVED: The Town of Wappinger reserves the right to reject any
or all Bids and to waive any formality or technicality in any Bid in the interest of the Town of
Wappinger.
E:ID000MENTS\T WApPINGERW W2012\W21215 NYCDEP EXTENSION1W21215.1 CHELSEA HAMLET
~ EXTENSION\SPECS\GENERALISPEC COVER_NOTtCE TO_BIDDERS.DOC
STATEMENT OF NON-COLLUSION: Bidders are required to execute the non-collusion
,; bidding certificate attached thereto pursuantto Section 103-d of the General Municipal Law
of the State of New York.
Bidders are also required to comply with the provision of Section 291-299 of the Executive
Law of the State of New York.
ar
The Town of Wappinger hereby notifies all Bidders that it will affirmatively insure that in
regard to any agreement entered into pursuant to this advertisement, minority business
enterprises will be afforded full opportunity to submit bids m response to this invitation and
will not be discriminated against on the grounds of race, color, or national origin in
consideration of an award.
BY ORDER OF THE TOWN BOARD
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4 E:ID000MENTS\T WAPPINGERIA W20121W21215 NYCDEP EXTENSION\W21215.1 CHELSEA HAMLET
EXTENSIONISPECSIGENERAL\SPEC_COVER NOTICE TO BIDDERS.DOC
TABLE OF CONTENTS
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DIVISION 100 .................................................................................. Instruction to Bidders
bIVISION 200 ..................................................................................................... Bid Form
DIVISION 300 ...................................................................................................... Contract
DIVISION 400 ......... ...... .........................General Conditions
DIVISION 500 ........................................................................Special Conditions
DIVISION 600 ......................................Technical Specifications
E'\DOCUMENTS\T WAPPINGER\P. W20121W21215 NYCDEP EXTENSION\W21215.1 CHELSEA HAMLET
EXTENSION\SPECSIGENERAL\SPEC_COV ER_N OTIC E_TO_B I D DERS. DOC
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'" PROPOSAL FOR
TOWN OF WAPPINGER
UNITED WAPPINGER WATER DISTRICT
t
WATER MAIN EXTENSION TO CHELSEA HAMLET
CONTRACT NO. 13-006
DIVISION 100
INSTRUCTIONS TO BIDDERS
PREPARED BY:
~` MORRIS ASSOCIATES
ENGINEERING CONSULTANTS, PLLC
9 ELKS LANE
POUGHKEEPSIE, NEW YORK 12601
SEPTEMBER 2013
REVISED FEBRUARY 2014
MA#: W21215.11
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~" ARTICLE A: GENERAL PROVISIONS
A.1 Location and Description of Project
The work proposed under Contract No. 13-006 is generally located along River
Road, Stenger Court, Sky Top Drive, Lake Drive, Circle Drive, North Street, Liberty
Street, Bank Street, Dutchess County Route 92, Market Street and Spring Street; all
located wholly within in the Town of Wappinger, Dutchess County, New York. This
contract consists mainly of the installation of a new water main and appurtenances.
TIME IS OF THE ESSENCE in this contract. The work shall be completed
according to the milestones contained in Division 300 of these specifications.
A.2 Definitions
(a) "Bid Documents" shall mean the Bidding Requirements and the Contract
Documents, listed below, both as a whole and severally:
Bidding Requirements
1) Notice to Bidders
2) Instructions to Bidders
3) Bid Form
4) Sample Contract
5) Certification of Non-Collusion by Bidders
6) Bid Bond
7) Contractor's Statement of Qualifications
Contract Documents
1) Contract Agreement
2) Performance Bond and Labor and Material Payment Bond
3) General Conditions for Contract
4) Special Conditions for Contract
5) Technical Specifications
6) Drawings
7) All Addenda
8) All provisions required by law to be inserted in the Contract whether
actually inserted or not.
9) Change Orders
(b) "Bid" - a complete and properly signed proposal to do the work for the sums
stated therein, submitted incomplete accordance with the bid requirements.
(c) "Bidder" -the individual, firm or corporation who submits a bid.
(d) "Proposal" shall mean the bound volume of bidding requirements and the
plans, specifications and addenda and all the contract documents offered by
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the Owner for acceptance by bidders and which will become the contract
upon acceptance by the Owner of a bid.
(e) Other definitions listed in the General Conditions.
A.3 Estimates of Bid Quantities.
_ _ Bidders are warned that the estimate of the quantities of the various items of work
and materials as set forth herein are an approximate only and are given solely to be
used as a uniform basis for the comparison of bids.
A.4 Site Conditions
The Owner does not guarantee that aU.pipes, ducts, utilities, and other underground
structures are shown on the plans. The information given is intended only as a
guide to the bidder.
By submission of a bid, the bidder agrees and represents that it has visited the site
prior to the time of submitting the bid and has inspected and given consideration to
the conditions under which the work is to be performed. In addition, the bidder shall
carefully examine the site of the proposed work and all premises adjacent thereto.
Tfie bidder shall satisfy and fully inform itself from its own investigation or research
as to
the nature and location of the work,
the general and local conditions,
the various means of approach to the sites,
the sites and facilities for delivering, unloading, storage, and handling
of materials and equipment,
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the character, quality, and quantity of existing materials,
the kind and extent of equipment, labor, materials, and facilities
needed,
and ali other items, which may in any way affect the work or its performance in
accordance with the contract requirements.
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In addition to making the careful examination referred to above, the bidder, at its
own expense and only after having received written approval from the Engineer,
may make borings, test pits or such other methods as it may prefer to satisfy itself
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as to the character, location and amounts of water, mud, clay, sand, gravel,
quicksand, boulders, conglomerate, rock and other material which may be
encountered in the locations where the proposed work is to be performed.
A.5 Governina Laws and Regulations
The bidder shall comply with the contract requirements for labor laws, labor safety,
labor rates, labor standards, and non-discrimination.
~"` A copy of the prevailing wage determinations is included with this proposal.
The Town of Wappinger is an exempt organization under the Tax Laws and is
exempt from payment of Sales and Compensating Use Taxes of the State of New
York and cities and counties of the State for all materials which are to be
incorporated into the construction, pursuant to the provisions of the contract. These
are not to be included in the bid. However, this is not to be construed by bidders as
relieving them from any obligation to pay a sales tax on applicable items pursuant to
terms of the present Sales Tax Law.
A.6 Addenda and Interpretations
Any discrepancies or omissions found in the drawings or specifications shall be
brought to the attention of the Engineer, Morris Associates. No interpretation of the
;,,~, meaning of the drawings, specifications, or other contract documents will be made
to any bidder orally. Prospective bidders must request in writing such
interpretation from the Engineer and such interpretation will be given in
wrttin To be given consideration, such request must be received at least
seven (7) working days prior to the date fixed for the openina of the bids. Any
and all such interpretations and any supplemental instructions will be m the form of
written addenda which, if issued, will be sent by registered mail, with return receipt
requested, or by fax, to all prospective bidders (at the respective addresses
furnished for such purposes) not later than five (5) working days prior to the date
fixed for the opening of the bids. All addenda so issued shall become part of the
contract documents.
ARTICLE B: BIDDING PROCEDURE
B.1 Form of Bid
Bid Form must remain attached to and bound in this Bidding Requirements
~, manual.
A bid must be submitted only on the designated form, all blank spaces of which
,, must be filled in, in ink, in both words and figures with the total sum for which the bid
is made. In case of a discrepancy, the word description will govern.
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The complete form shall be without erasures, interlineations, or alterations.
No oral, telegraphic or telephonic bid or bid modifications will be considered.
The signature(s) on the bid and all other contract documents must be in ink and in
longhand. An officer or a principal of a corporation or a partnership signing for the
bidder shall print or type the legal name of the person, partnership, or corporation
F on the line provided and place its signature in the appropriate space. All other
~"' information required shall be typed or printed on the lines provided.
The Certification of Non-Collusion by Bidders, attached hereto, shall be considered
to be a part of the bid and no bid will be considered unless it remains attached to
the bid and bears the signature or initials of the bidder or its authorized agent. The
bidder shall also be responsible at the time of bidding for completing any other
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certifications required by these bid documents.
Prior to submitting its bid, the bidder shall verify that it has received all addenda
issued. The bidder shall acknowledge receipt of all addenda on the bid form.
Failure of the bidder to receive all addenda or interpretations shall not relieve the
bidder from any obligation under the bid as submitted.
B.2 Bid Security
As assurance that the bid is made in good faith, the bid must be accompanied by:
(a) A certified check drawn on a solvent bank or trust company with its principal
place of business in New York State, in an amount equal to five percent (5%)
of the amount bid and made payable to the Town of Wappingers or,
(b) A bond issued by a surety authorized to do business in New York State, and
approved by the Owner's attorney, in an amount equal to five percent (5%) of
the amount bid, on the form attached hereto.
Said check or bid bond shall be given as a guarantee that the bidder will enter into a
contract with the Owner within ten (10) days after notification by registered mail of
the acceptance of its bid. Such bid security of the three (3) lowest bidders may be
held for forty-five (45) days as permitted by State law at the discretion of the Owner
and then returned. Security of the other bidders will be returned within ten (10) days
~' after the opening of the bids. Incase of refusal, or of failure, of the selected bidder
to enter into a contract within the stipulated time, that bidder shall be considered to
have abandoned the contract and the check or bond will be declared forfeited to the
~"' Owner as liquidated damages. No plea of mistake in a bid (except excusable error
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'^' as determined by Owner) shall be available to the bidder for the recovery of its bid
security or as a defense to any action based on neglect or refusal to execute a
contract.
B.3 Submission of Bid
Bids will be received by the Owner at the Office of the Town Clerk of the Town of
Wappinger, Town Hall, 20 Middlebush Road, Wappingers Falls, New York until the
date and time stated in the Notice to Contractors, at which time and place they will
be publicly opened and read aloud.
Any bid may be withdrawn prior to the scheduled time for the opening of bids and
authorized postponement thereof.
~ Bid modification by amendment may be considered on condition that: (1) the
amendment arrives before the time set for the bid opening, (2) the amendment is
in writing and signed by the bidder, and (3) the bid, as amended, conforms in all
~ respects with the bidding requirements.
Any bid received after the time set for opening will not be considered and will be
returned unopened to the bidder.
The bid must be submitted in a sealed envelope, bearing on the outside the name
of the bidder, its mailing address and street address, and the name and number of
the contract for which the bid is being submitted. If forwarded by mail, preferably by
registered mail, the sealed envelope(s) containing the bid and marked as directed
above must be enclosed in another envelope addressed to the Town of Wappinger,
Town Hall, 20 Middlebush Road, Wappingers Falls, New York 12590. The Owner
may consider as irregular any bid not prepared and submitted in accordance with
the provisions hereof.
Bid shall remain in force for forty-five (45) days from the bid opening date, pursuant
to the provision of General Municipal Law 105.
ARTICLE C: AWARD OF CONTRACT
C.1 Award of Contract
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If awarded, the contract may be awarded to the lowest responsible bidderfurnishing
the required security.
If alternates or options are described or requested by Owner in the contract
documents, the Owner reserves the right to accept or reject any or all alternates or
options. The lowest bid will be determined by the sum of the base bid or the
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accepted alternates or options.
The Owner reserves the right to reject any or all bids, and advertise for new bids, if
in its opinion the best interest of the Town will thereby be promoted. In the event
that all bids are rejected, each bidder will be so notified.
s C.2 Irregular Bids
Any bid, which fails to conform to the requirements of the contract documents, may
be rejected. Failure to complete all required certifications may cause the bid to be
considered irregular and therefore not eligible for award.
The Owner ma waive any informality or afford the bidder an opportunity to remedy
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any deficiency resulting from a minor irregularity.
~ C.3 Determination of Contractor's Responsibility
The law requires that contracts for public work in the State of New York be awarded
to the lowest responsible bidder as will best promote the public interest. In order to
assist the Owner in determining whether the apparent low bidder meets this
standard, the Owner reserves the right to require the apparent low bidder to submit
a statement containing the following:
~,, (1) a statement as to any competitively bid project on which the bidder submitted
the fow bid but was not awarded a contract, within the previous five years,
(2) a certified financial statement showing assets (including a list of equipment
owned by the bidder), liabilities and net worth,
(3) a list of the officers and principals of the bidder, and a list of all subsidiary or
affiliated companies in which the bidder's principals have any financial
interest,
(4) a list of the number of full time personnel of the bidder and a description of
the construction experience of the bidder's principals and supervisory
personnel,
(5) a statement as to any projects which the bidder or its predecessors failed to
complete or any litigation in which the bidder has been involved within the
previous three fiscal years,
(6) a list and description of all contracts completed by the bidder within the
previous three fiscal years, including a list of project names, references and
telephone numbers,
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(7) a list and description of the status of all uncompleted contracts of the bidder,
and
(8) statements of the bidder's net total billings and average backlogs of
uncompleted work on outstanding contracts for each of the previous three
fiscal years.
(9) description of experience with projects of comparable size, complexity and
cost within the last 5 years.
(10) disclosure of convictions for violations of any prevailing wage or employment
regulations, OSHA requirements, unemployment insurance tax provisions,
workers' compensation regulations, or any federal, state or municipal
environmental or health laws, codes, rules or regulations.
~.
(11) demonstration of ability and capacity to perform substantial portion o t e
project with its own forces; identification of all work to be subcontracted, and
a list of all proposed subcontractors. Any of the above information with
respect to proposed subcontractors may also be requested.
C.4 Security for Faithful Performance
The successful bidder, simultaneously with the execution of the contract, shall
,r, submit on the form provided herein, a performance bond in the amount of one
hundred percent (100%) of the contract price, as a guarantee that it shall well, truly
and faithfully perform the duties, undertakings, covenants, terms, conditions and
agreements of said contract during the original term thereof and any extensions
thereof which may be granted by the Owner and during the one year guaranty
period. The performance bond shall serve as security for the faithful performance of
this contract.
C.5 Security for Faithful Payment
The successful bidder, simultaneously with the execution of the contract, shall
submit on the form provided herein, a Labor and Material Payment Bond in the
amount of one hundred percent (100%) of the contract price, as a guarantee that it
will, truly and faithfully make payment of all persons performing labor and furnishing
materials in connection with the contract. Said bond shall be issued by a surety
company authorized to do business in the State of New York and approved by the
Owner's attorney. Attorneys-in-fact who sign labor and material payment bonds
must file with such bonds a certified copy of the power of attorney to sign such
bonds.
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~" ARTICLE D: GENERAL INFORMATION
D.1 Bidding and Contract Award Stegs
(1) Plans and specifications shall be obtained only from the Town Clerk.
(2) Bids will be opened by the Town Clerk, and then taken by the Engineer for
review.
(3) The Engineer will return all bids to the Town Clerk, along with a
recommendation for award. The Town Attorney should also review the bids,
including accompanying documents.
(4) The Town Board will vote to award the contract at a Town Board meeting,
,r, following which the Town Clerk will send the Notice of Award along with three
blank contract forms and blank bond forms to the successful bidder.
(5) The Contractor shall complete the forms and return to the Supervisor for
signature. Note that the date on the bonds shall not be earlier than the date
of the Supervisor's signature.
(6) One original contract shall be given to the Town Clerk, and a copy shall be
given to the Engineer.
;r.
(7) Upon receipt of the actual bonds, the Town Clerk will issue the Notice to
Proceed. A copy should be given to the Engineer.
(8) Upon receipt of the Notice to Proceed, the Contractor shall request to
schedule the pre-construction conference. At the meeting, the Contractor
will be furnished four sets of plans, specifications and all addenda at no
charge. The Contractor may purchase additional plans, specifications, and
addenda at the cost to the Town for such materials.
(9) Progress and final payments shall be made in accordance with the General
Conditions Article 8. The applications should preferably be made on
originals of AIA forms, or equivalent forms may be used. All other supporting
documentation shall also be on originals of the AIA forms or equivalent
forms. Applications made on photocopies will not be processed.
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PROPOSAL FOR
TOWN OF WAPPINGER
UNITED WAPPINGER WATER DISTRICT
WATER MAIN EXTENSION TO CHELSEA HAMLET
CONTRACT NO. 13-006
DIVISION 200
BID FORM
PREPARED BY:
MORRIS ASSOCIATES
ENGINEERING CONSULTANTS, PLLC
9 ELKS LANE
POUGHKEEPSIE, NEW YORK 12601
SEPTEMBER 2013
REVISED FEBRUARY 2014
MA#: W21215.11
2QQ. Q'I
~-
TOWN OF WAPPINGER
UNITED WAPPINGER WATER DISTRICT
WATER MAIN EXTENSION TO CHELSEA HAMLET
CONTRACT NO. 13-006
BID FORM
THE TOWN RESERP ENIED BY BID S COURETY (AS DESOCR BED IN THENSTRDUCTOION
SHALL BE ACCOM
TO BIDDERS).
TO THE TOWN BOARD, TOWN OF WAPPINGER, NEW YORK
Pursuant to and in compliance with your invitation to bid contained in the Notice to
Contractors dated
(month) (day) (year)
the undersigned hereby proposes to furnish all labor, machinery, equipment, facilities,
tools, transportation, supplies, materials, insurances, permits, certificates, tests,
guarantees, protection of equipment and property and life during construction; as well as
competent and qualified supervision for all phases of the work, and other facilities and
things necessary or proper for or incidental to, Town of Wappinger Water Main Extension
to Chelsea Hamlet Project, Town of Wappinger, as required by and in strict accordance
with the plans, specifications and all other documents relating to Contract No. 13-006, for
the prices stipulated and as shown on this bid form.
Name of Bidder:
(individual, Partnership, Corporation or LLC)*
* Circle applicable word
The undersigned declares that the bidding and contract documents have been carefully
examined and that all things necessary for the completion of the work shall be provided.
Receipt of the following addenda is hereby acknowledged:
DATE SIGNATURE
ADDENDUM NO. 1
ADDENDUM NO. 2
ADDENDUM NO. 3
ADDENDUM N0.4
a.
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In consideration of, and to induce the award of this contract to him/her, the bidder
represents and warrants that:
(a) If this bid is accepted by the Town Board, Town of Wappinger, as evidenced
by issuance of a Notice of Award by the Owner, and mailed by registered
mail with return receipt requested to the address of the bidder as indicated
it on his/her bid, the bidder will execute a contract on the form of agreement
herein provided and will comply with all provisions of said Notice of Award.
~ (b) This bid is made without any understanding, agreement or connection with
any other person, firm or corporation making a bid for the same work, and
that it is in all respect fair and without collusion or fraud.
(c) The bidder has carefully examined and fully understands all of the parts of
the contract documents, and that the bidder will execute the contract and will
completely perform it in strict acgordance with the provisions thereof for the
sum set forth on the bid. Unit Prices have been computed in accordance with
the Contract Documents. Bidder acknowledges that estimated quantities are
not guaranteed, and are solely for the purpose of comparison of Bids, and
final payment for all Unit Price Bid items will be based on actual quantities,
r determined as provided in the Contract Documents.
(d) No officer or employee of the Town Board, Town of Wappinger, or any
__ person whose salary is payable in whole or in part by the Town Board is,
shall be, or shall become interested directly or indirectly as a contracting
party, partner, stockholder, surety or otherwise in this bid or in the
pe~ormance of the contractor in the supplies, materials or equipment, or to
work or labor to which it relates, or in any portion of the profits thereof.
(e) The bidder is not in arrears to the Town Board upon debt or contract and is
not a defaulter as surety, contractor, or otherwise upon any obligation to the
Town Board, Town of Wappinger.
(f) All work shall be completed within the time allotted, from the date specified in
the Notice to Proceed or set by the contract documents, mailed to the
undersigned by registered mail with return receipt requested to the legal
address of the bidder as indicated on his/her bid.
(g) If the bid documents contain any unlawful provision not an essential part of
the bid and which shall not appear to have been a controlling or material
inducement to the making thereof, the same. shall be deemed of no effect
and will upon notice by either the Owner or the bidder be deemed stricken
from the bid documents without affecting the binding force of the remainder.
200 03
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"` h Each and every provision of any law and clause required by law to be
()
inserted in the bid documents shall be deemed to be inserted herein and the
bid documents shall be read and enforced as though it were included herein;
and if through mistake or otherwise any such provision is not inserted or is
not correctly inserted, then upon the application of either party, the bid
documents shall forthwith be physically amended to make such insertion.
r-~
(i) The bidder is financially solvent and sufficiently experienced and competent
to perform the work.
(j) The work can be performed as called for by the proposal and that the plans
and specifications are in all respects suitable and adequate for the work.
(k) The facts stated in his/her bid and the information given by him/her are true
and correct in all respects.
(I) The bidder is fully informed regarding all the conditions affecting the work to
be done and labor and materials to be furnished for the completion of this
contract, and that his/her information was secured by personal investigation
and research.
(m) In the event of a lawsuit, the bidder agrees that said suit shall be filed in the
same county as the location of the project.
BID FOR CONTRACT WORK:
~- Base Bid
Install water distribution improvements and related items in accordance with the Contract
~ Documents, not including Bid Alternate 1. The signatory to this bid, for all work proposed,
items furnished and strict compliance with all provisions of each and every Contract
Document relating to Contract 13-006, agrees to accept (unless modified pursuant to the
terms of the General Conditions) a total, final and fixed contract price not to exceed:
(Words)
(Figures)
200 04
Add Alternate 1 Bid
For Add Alternate 1: Overlay paving of Entire Stenger Court, the signatory to this bid, for
all work proposed, items furnished and strict compliance with all provisions of each and
every Contract Document relating to Contract 13-006, agrees to accept (unless modified
pursuant to the terms of the General Conditions) a total, final and fixed contract price not to
exceed
(Words)
(Figures)
Also made a part of this bid is the attached documentation per Division 100, Article C.3.
Sign Bid Here
AUTHORIZED SIGNATURE
Print Name
Title
Official Company Name
(Individual, Partnership, Corporation, LLC)*
" Circle applicable word
Company
Mailing Address
STREET
CITY STATE ZIP CODE
Federal Employer
Identification No.
Telephone No.
200 05
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Y
(If bidder is a corporation, fill in the following blanks.)
rr
Organized under the laws of the State of:
Name and Address of President:
Name and Address of Secretary:
Name and Address of Treasurer:
(If bidder is a Limited Liability Company, fill in the following blanks.)
Organized under the laws of the State of:
Name of Manager or Managing Member:
Agent for Service of Process:
Address for Service of Process:
200 06
STATE OF NEW YORK )
ss:
COUNTY OF )
r
On the day of ,before me, the
undersigned, a Notary Public in and for said State, personally appeared
personally known to me or proved to me on the basis of satisfactory evidence to be the
individual whose name is subscribed to the within instrument and acknowledged to me that
he executed the same in his capacity, and that by his signature on the instrument, the
individual, or the person upon behalf of which the individual acted, executed the
instrument.
NOTARY PUBLIC
200 07
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BID BOND
If a bond is used, the form bound in this manual should be used. No other form
may be used except with prior approval by the Owner after review by the Town
Attorney which approval may be granted or withheld, in the Owner's discretion.
200 08
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BID BOND
KNOW ALL MEN BY THESE PRESENTS: that
as Principal; and
**
as Surety, are hereby
held and firmly bound unto the Town Board, Town of Wappinger, New York in the amount
of: Dollars $
for the payment whereof Principal and Surety bind ourselves, our heirs, executors,
administrators, successors and assigns, jointly and severally, firmly by these presents.
Signed this day of 20
WHEREAS, the condition of the above obligation is such that, whereas the Principal has
submitted to the Town Board a certain bid, attached hereto and hereby made a part hereof,
,£
;. to enter into a contract in writing for the Water Main Extension to Chelsea Hamlet for the
Town of Wappinger, New York, as shown and specified in Contract No. 13-006.
NOW THEREFORE,
(a) If said Bid shall be rejected, or in the alternate
(b) If said Bid shall be accepted and the Principal shall execute and deliver a
contract in the Form of an Agreement attached hereto (properly completed in
accordance with said Bid) and shall in all 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 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 in no way be impaired or affected by any extension of the time
within which the Principal 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
first set forth above.
(SEAL)
*Insert Bidder's Name
PRINCIPAL
**Insert Surety's Name By
200 09
~`' Signed, sealed and delivered
in the presence of
z,
(Corporate seal of Contractor
if a corporation)
Contractor
~>
~.
By
~.
By
r"' _ (Title of Officer)
4.
~ (Corporate seal of
Surety) Attest
(Title of Officer)
200 010
""' STATE OF NEW YORK )
ss:
COUNTY OF )
On the day of ,before me, the
undersigned, a Notary Public in and for said State, personally appeared
personally known to me or proved to me on the basis of satisfactory evidence to be the
individual whose name is subscribed to the within instrument and acknowledged to me that
he executed the same in his capacity, and that by his signature on the instrument, the
individual, or the person upon behalf of which the individual acted, executed the
instrument.
NOTARY PUBLIC
~.
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200 11
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CERTIFICATION OF NON-COLLUSION BY BIDDER
No bid will be considered unless this Certification remains attached to and is submitted with the Bid
By submission of this bid, each bidder and each person signing on behalf of any bidder certifies, and
a. in the case of a joint bid each party thereto certifies as to its own organization, under penalty of
perjury, that to the best of his knowledge and belief:
(1) The prices in this bid have been arrived at independently, without collusion, consultation,
communication, or agreement for the purpose of restricting competition as to any matter
relating to such prices, with any other bidder or with any competitor.
(2) Unless otherwise required bylaw the prices which have been quoted in this bid have not
knowingly been disclosed by the bidder and will not knowingly be disclosed by the
~„ bidder, directly or indirectly, to any other bidder or to any competitor, before the time of
the bid opening.
(3) No attempt has been made or will be made by the bidder to induce any other person,
partnership or corporation to submit or not to submit a bid for the purpose of restricting
competition.
A bid shall not be considered for award nor shall any award be made where (1) (2) and
(3) above have not been complied with; provided however, that if in any case the bidder
cannot make the foregoing certification, the bidder shall so state and shall furnish with
the bid a signed statement which sets forth in detail the reasons therefore. Where (1) (2)
and (3) above have not been complied with, the bid shall not be considered for award
nor shall any award be made unless the head of the purchasing unit of the State, public
department or agency to which the bid is made, or his designee, determines that such
disclosure was not made for the purpose of restricting competition.
(4) The fact that a bidder (a) has published price lists, rates, or tariffs, covering items being
procured, (b) has informed prospective customers of proposed or pending publication of
new or revised price lists for- such items, or (c) has sold the same items to other
customers at the same prices being bid, does not constitute, without more, a disclosure
within the meaning of subparagraph (1).
~'" (5) Any bid hereafter made to any public authority or to any official of any public authority
created by the State or any political subdivision, by a corporate bidder for work of
services performed or to be performed or goods sold or to be sold where competitive
bidding is required by statute, rule, regulation, or local law, and where such bid contains
the certification referred to in the lead paragraph of this section, shall be deemed to have
been authorized by the board of directors of the bidder and such authorization shall be
(
deemed to include the signing and submission of the bid and the inclusion therein of the
certificate as to non-collusion as the act and deed of the corporation.
I affirm these statements under penalty of perjury.
BIDDER'S SIGNATURE:
DATE:
~430~ 1~
PROPOSAL FOR
TOWN OF WAPPINGER
UNITED WAPPINGER WATER DISTRICT
WATER MAIN EXTENSION TO CHELSEA HAMLET
CONTRACT NO. 13-006
DIVISION 300
CONTRACT
PREPARED BY:
MORRIS ASSOCIATES
ENGINEERING CONSULTANTS, PLLC
9 ELKS LANE
POUGHKEEPSIE, NEW YORK 12601
SEPTEMBER 2013
REVISED FEBRUARY 2014
MA#: W21215.11
300 01
n
TOWN BOARD
TOWN OF WAPPINGER, NEW YORK
`~ UNITED WAPPINGER WATER DISTRICT
~" WATER MAIN EXTENSION TO CHELSEA HAMLET
CONTRACT AGREEMENT
CONTRACT NO. 13-006
THIS AGREEMENT, made and executed this day of , in
the year Two Thousand and , by and between the Town Board, Town of
Wappinger, Owner and ,Contractor.
This Contract Agreement includes the plans and specifications for the Project identified
thereon as such prepared by Morris Associates plus the following Contract Documents:
1. Performance Bond and Labor and Material Payment Bond
2. General Conditions of Contract
3. Special Conditions for Contract
4. Technical Specifications
5. Drawings
6. All Addenda
7. All provisions required by law to be inserted in this contract whether actually
inserted or not
8. Change Orders
all which are hereby incorporated herein by reference and made a part hereof. Change
Orders issued hereafter, and any other amendments executed by the Owner and the
Contractor, shall become and be a part of this Contract. Documents not included or
expressly contemplated in this Paragraph do not, and shall not, form any part of this
Contract. All the above documents constitute the entire and exclusive agreements
between the parties with reference to the Project, and said Contract supersedes any and
all prior discussions, communications, representations, understandings, negotiations, or
agreements.
300 02
..
WITNESSETH: in consideration of the mutual agreements herein contained the parties
hereto have agreed and hereby agree with each other, the Owner, its successors and
assigns, and the Contractor, and his/her successors and assigns, as follows:
The Owner, Town of Wappinger, New York agrees to pay and the Contractor agrees to
~ accept (unless modified pursuant to the terms set forth in the General Conditions) a total,
final and fixed Contract Price of: (~ ~
`ti for Water Main Extension to Chelsea Hamlet Contract No. 13-006.
~: The Contractor will furnish all labor and materials necessary to perform the work shown,
,,, required to complete the Contract, including: all labor, supervision, machinery, equipment,
facilities, tools, transportation, supplies, materials, insurance, permits, certificates, tests,
guarantees, protection of equipment and property and life during construction, and all other
,,, ~ things whether or not explicitly shown or mentioned, necessary and proper for or incidental
to the completion of a workmanlike job, complete in every respect and detail, left ready and
in perfect condition for the Owner's use, as called for in the contract documents.
Within 7 days of signing this contract, the Contractor shall submit to the Engineer in writing
the name of each proposed subcontractor and supplier and obtain the Engineer's written
consent to such subcontractor and supplier. The names shall be submitted in ample time
to permit acceptance or rejection of each proposed subcontractor and supplier by the
Engineer without causing delay in the work of the Project.
In order to induce the Owner to execute this Contract and recognizing that the Owner is
relying thereon, the Contractor, by executing this Contract, makes the following express
representations to the Owner.
A. The Contractor is fully qualified to act as the contractor for the Project and has, and
shall maintain, any and all licenses, permits or other authorizations necessary to act
as the contractor for, and to construct, the Project;
"" B. The Contractor has become familiar with the Project site and the local conditions
under which the Project is to be constructed and operated.
"' C. The Contractor has received, reviewed and carefully examined all of the documents
which make up this Contract, including, but not limited to, the plans and
specifications, and has found them in all respects to be complete, accurate,
`~"" adequate, consistent, coordinated and sufficient for construction.
~;
The Contractor agrees to begin work on the day specified in the Notice to Proceed an
unless the date for completion is extended pursuant to provisions of the General
Conditions, he agrees to complete the work within the timeframes as indicated below.
In addition to any and all other duties, obligations and responsibilities of the Contractor set
0 03
30
r
forth in this Contract, the Contractor shall have and perform the following duties,
obligations and responsibilities to the Owner:
A. The Contractor shall not perform work without adequate plans and specifications,
or, as appropriate, approved shop drawings or other submittals. If the Contractor
performs work knowing or believing it involves an error, inconsistency or omission in
the Contract without first providing written notice to the Engineer and Owner, the
Contractor shall be responsible for such work and pay the cost of correcting same;
""' B. All work shall strictly conform to the requirements of this Contract;
L
C. The wprk shall be strictly supervised, the Contractor bearing full responsibility for
any and all acts or omissions of those engaged in the work on behalf of the
Contractor;
D. The Contractor hereby warrants that all labor furnished under this Contract shall be
competent to perform the task undertaken, that the product of such labor shall yield
only first-class results, that all materials and equipment provided shall be new and
of high quality, that the completed work will be complete, of high quality, without
defects, and that all work strictly complies with the requirements of this Contract.
Any work not strictly complying with the requirements of this subparagraph shall
constitute a breach of the Contractor's warranty;
E. The Contractor shall obtain and pay for all required permits, fees and licenses
customarily obtained by the Contractor. The Contractor shall comply with all legal
requirements applicable to the work;
F. The Contractor shall employ and maintain at the project site only competent
supervisory personnel;
G. The Contractor, within fifteen (15) days of commencing the work, shall provide to
the Owner and the Engineer, and comply with the Contractor's schedule for
completing the work. Such schedule shall be in a form acceptable to the Owner.
The Contractor's schedule shall be updated no less frequently than monthly (unless
the parties otherwise agree in writing) and shall be updated to reflect conditions
encountered from time to time and shall apply to the total Project. Each such
revision shall be furnished to the Owner and the Engineer. Strict compliance with
the requirements of this Subparagraph shall be a condition precedent to payment to
the Contractor, and failure by the Contractor to strictly comply with said
requirements shall constitute a material breach of this Contract;
H. The Contractor shall keep an updated copy of this Contract at the site. Additionally,
the Contractor shall keep a copy of approved shop drawings and other submittals.
All of these items shall be available to the Owner and the Engineer at all regular
business hours. Upon final completion of the work, all of these items shall be finally
updated and provided to the Owner and shall become the property of the Owner;
300 04
I. Shop drawings and other submittals from the Contractor do not constitute a part of
the Contract. The Contractor shall not do any work requiring shop drawings or other
submittals unless such shall have been approved in writing by the Engineer. All
work requiring approved shop drawings or other submittals shall be done in strict
compliance with such approved documents. However, approval by the Engineer or
the Owner shall not be evidence that work installed pursuant thereto conforms with
the requirements of this Contract. The Owner and the Engineer shall have no duty
to review partial submittals or incomplete submittals. The Contractor shall maintain
a submittal log which shall include, at a minimum, the date each submittal, the date
of any resubmittal, the date of any approval or rejection, and the reason for any
approval or rejection. The Contractor shall have the duty to carefully review, inspect
and examine any and all submittals before submission of same to the Owner or the
Engineer;
J. The Contractor shall maintain the Project site in a reasonably clean condition during
performance of the work. Upon final completion, the Contractor shall thoroughly
clean the Project site of all debris, trash and excess materials or equipment; and
shall hand rake all disturbed areas and seed and mulch.
K. At all times relevant to this Contract, the Contractor shall permit the Owner and the
Engineer to enter upon the Project site and to review or inspect the work without
formality or other procedure.
L. The Contractor shall furnish separate performance and payment bonds to the
Owner. Each bond shall set forth a penal sum in an amount not less than 100% of
the Contract Price. Each bond furnished by the Contractor shall incorporate by
reference the terms of this Contract as fully as though they were set forth verbatim
in such bonds. The performance and payment bonds furnished by the Contractor
shall be inform suitable to the Owner and shall be executed by a surety, or sureties,
reasonably acceptable to the Owner. (See forms attached hereto.)
M. This Contract is governed by the law of the State of New York. The parties agree
that the venue for any litigation or action concerning this contract shall be Dutchess
County Supreme Court.
N. The Contractor shall meet the following schedule milestones:
1. Apply for County and Town Permits: 20 days from Notice to Proceed
2. Water Distribution Facilities Installed, Tested, Disinfected and Certified to
Operate for the Phase 2A area, as indicated in the contract plans, including
all locations along River Road, from the connection point of the existing
water main to the southern intersection of River Road with Easter Drive, and
all of Stenger Court, Lake Drive, Circle Drive and Sky Top Drive: September
30, 2014.
300 05
3. Substantial Completion for the Phase 2A area as described above: October
31, 2014
4. Water Distribution Facilities Installed, Tested, Disinfected and Certified to
Operate for all areas: January 14, 2015
5. Substantial Completion for all areas: February 3, 2015
„ 6. Final Completion: March 31, 2015
7. Water distribution facilities shall include pipe, fittings, hydrant, valves,
extensions with end caps and sampling station installed, tested, disinfected
and certified to operate and shall be completed within 160 days of the Notice
to Proceed for the Phase 2A area and within 265 days of the Notice to
Proceed for all areas. Substantial Completion shall be completed within 190
days of the Notice to Proceed for the Phase 2A area and within 285 days of
the Notice to Proceed for all areas. Final Completion shall be completed
within 340 days of the Notice to Proceed.
Liquidated Damages for this Agreement shall be as follows:
1. Water Distribution Facilities Installed, Tested, Disinfected and Certified to
Operate: $2,000/day.
2. Substantial Completion: $1,000/day
3. Final Completion: $500/day
O. The Contractor, by placing his/her signature on this Contract, hereby certifies that
he/she is familiar with the contents of all bid documents and the contract documents
and he/she agrees to abide by and be bound by their contents and by all applicable
Federal, State and local laws, ordinances and statutes.
P. Payment, both progress and final, will be made as detailed in the General
Conditions section of the Contract Documents.
300 06
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Each party binds itself, its successors, assigns, executors, administrators or other
representatives to the other party hereto and to successors, assigns, executors,
administrators or other representatives of such other party in connection with all terms and
conditions of this Contract. The Contractor shall not assign this Contract without prior
written consent of the Owner.
Owner
Seal
(Typed Name)
By'
(Signature)
Contractor
Seal
(Typed Name)
By
(Signature)
(Printed Name, Title and Address)
(Date of Execution)
(Printed Name, Title and Address)
(Date of Execution)
300 07
is
STATE OF NEW YORK )
ss:
COUNTY OF __ )
On the day of ,before me, the
undersigned, a Notary Public in and for said State, personally appeared
personally known to me or proved to me on the basis of satisfactory evidence to be the
individual whose name is subscribed to the within instrument and acknowledged to me that
he executed the same in his capacity, and that by his signature on the instrument, the
individual, or the person upon behalf of which the individual acted, executed the
instrument.
NOTARY PUBLIC
s
300 08
`r
~r
PERFORMANCE BOND
V
r.
~:
~.
The form bound in tk~is manual should be used. No other form of performance bond
or other acceptable performance security may be used except with prior approval
and the Owner, after review by the Town Attorney, which approval may be granted
or withheld, in the owner's discretion.
300 09
ir.
PERFORMANCE BOND
as surety ("Surety"),
(Insert Proper Name of Surety)
and
(Insert Proper Name of Contractor)
as principal ("Contractor"), enter into, execute this bond ("Performance Bond"), and bind
themselves in favor of
(Insert Proper Name of Owner)
w
as obligee ("Owner") in the penal sum of $
as of the
(Insert Penal Sum)
This Penal Sum shall be deemed
(Insert Date of Construction Contract)
increased in the same amount that the contract price increases pursuant to change orders
executed by the Owner and Contractor (see Article 5 of the General Conditions of
Contract).
WHEREAS, the Contractor has executed a contract with the Owner of even date
herewith ("Construction Contract") for construction of
(Insert Description and Location of the Construction Project)
~„ and,
WFfEREAS, the Owner has required the Contractor to furnish this Performance Bond
containing the terms and conditions set forth herein as a condition to executing the
Construction Contract with the Contractor:
r NOW THEREFORE, the Surety and the Contractor, both jointly and severally, and for
themselves, their heirs, administrators, executors and successors agree:
~+ 1. The Construction Contract is hereby incorporated herein and by ref2~ence made a
art hereof to the same extent and effect as though it were copied verbatim herein.
The Surety and the Contractor are bound for the full performance of the
Construction Contract including without exception all of its terms and conditions,
both express and implied.
300 10
..
r
2. If the Contractor is in default of the Construction Contract and the Owner, by written
notice to the Contractor and the Surety, declares the Contractor to be in default and
terminates the right of the Contractor to proceed, the Surety shall thereupon
promptly notify the Owner in writing as to which of the actions permitted to the
Surety in Paragraph 3 it will take.
3. Upon the default and termination of the Contractor and notice to the Contractor and
Surety as provided in Paragraph 2 above, the Surety shall within 30 days proceed
to take one or, at its option, more than one of the following courses of action:
a. Proceed itself, or through others acting on its behalf, to complete full
performance of the Construction Contract including, without limitation,
correction of defective and nonconforming work performed by or on behalf of
the Contractor. During such performance by the Surety the Owner shall pay
the Surety from its own funds only such sums as would have been due and
payable to the Contractor in the absence of the default and termination;
~` b. ~ Applicable law permitting, and with the prior written consent of the Owner,
obtain bids or proposals from contractors previously identified as being
acceptable to the Owner, for full performance of the Construction Contract.
The Surety shall furnish the Owner a copy of such bids or proposals upon
receipt of same. The Surety shall promptly select, with the agreement of the
the best responsive bid or proposal and shall promptly tender the
Owner
,
contractor submitting it together with a contract for fulfillment and completion
of the Construction Contract executed by the completing contractor, to the
Owner for the Owner's execution. Upon execution by the Owner of the
contract for fulfillment and completion of the Construction Contract, the
completing contractor shall furnish to the Owner a performance bond and a
separate payment bond, each in the form of those bonds previously
furnished to the Owner for the project by the Contractor. Each such bond
shall be in the penal sum of the (1) fixed price for completion, (2) guaranteed
,,~ _ maximum price for completion, or (3) estimated price for completion,
whichever is applicable. The Owner shall pay the completing contractor from
its own funds only such sums as would have been due and payable to the
Contractor under the Construction Contract as and when they would have
been due and payable to the Contractor in the absence of the default and
termination. To the extent that the Owner is obligated to pay the completing
contractor sums which would not have then been due and payable to the
Contractor under the Construction Contract, the Surety shall provide the
Owner with such sums in a sufficiently timely manner that the Owner can
utilize such sums in making timely payment to the completing contractor; or,
~ c. Take any and all other acts, if any, mutually agreed upon in writing by the
• Owner and the Surety.
300 11
r 4. In addition to those duties set forth hereinabove, the Surety shall promptly pay the
Owner all loss, costs and expenses resulting from the Contractor's default(s),
- -including, without limitation, fees, expenses and costs for architects, engineers,
consultants, testing, surveying and attorneys, liquidated or actual damages, as
applicable, for delay in completion of the Project, and fees, expenses and costs
incurred at the direction, request, or as a result of the acts of omissions of the
Surety.
5. In no event shall the Surety be obligated to the Owner hereunder for any sum in
excess of the Penal Sum.
6. This performance bond is provided by the Surety for the sole and exclusive benefit
of the Owner and, if applicable, any dual obligee designated by rider attached
hereto, together with their heirs, administrators, executors, successors or assigns.
No other party, person or entity shall have any rights against the Surety hereunder.
7. Any and all notices to the Surety, the Contractor or the Owner shall be given by
Certified Mail, Return Receipt Requested, to the address set forth for each party
w
below.
~.
Surety:
Contractor: _
Owner:
8. Any statutory limitation, which may be contractually superseded, to the contrary
notwithstanding, any action hereon may be instituted so long as the applicable
statue of limitations governing the Construction Contract has not run or expired.
Contractor Surety
- Seal Seal.
(Typed Name) (Typed Name)
i.
300 12 .
w.
B r~ By
(Signature) (Signature)
(Printed Name, Title and Address)
(Printed Name, Title and Address)
(Date of Execution)
(Date of Execution)
NOTES: 1. Date of Bond must not be prior to date of Contract.
2. If Contractor is a Partnership all partners should execute the bond.
3. Surety Companies executing Bonds must be authorized to do
business in New York State and be approved by the Owner's attorney.
4. All bonds shall be in a form acceptable in all respects to the Owner's
attorney and shall be approved by the Owner's attorney.
300 13
STATE OF NEW YORK )
)ss.:
COUNTY OF )
On the day of ,before me, the undersigned, a Notary
Public in and for said State, personally appeared
personally known to me or proved to me on the basis of satisfactory evidence to be the
individual whose name is subscribed to the within instrument and acknowledged to me that
he executed the same in his capacity, and that by his signature on the instrument, the
individual, or the person upon behalf of which the individual acted, executed the
instrument.
NOTARY PUBLIC
300 14
+`• LABOR AND MATERIAL PAYMENT BOND
The form bound in this manual should be used. No other form of payment bond
may be used except with prior approval of the Owner, after review by the Town
Attorney, which approval may be granted or withheld, in the Owner's discretion.
300 15
~+ LABOR AND MATERIAL PAYMENT BOND
as surety ("Surety"),
and
(Insert Proper Name of Surety)
(Insert Proper Name of Contractor)
as principal ("Contractor"), enter into, execute this bond ("Payment Bond"), and bind
themselves in favor of
as obligee ("Owner"} in the penal sum of $
as of the
(Insert Date of Construction Contract)
(Insert Proper Name of Owner)
(Insert Penal Sum)
WHEREAS, the Contractor has executed a contract with the Owner of even date herewith
("Construction Contract") for construction of
(Insert Description and Location of the Construction Project)
("PROJECT"); and,
WHEREAS, the Owner has required the Contractor to furnish this Payment Bond
containing the terms and conditions set forth herein as a condition to executing the
Construction Contract with the Contractor;
NOW THEREFORE, the Surety and the Contractor, both jointly and severally, and
for themselves, their heirs, administrators, executors and successors agree:
1. The Construction Contract is hereby incorporated herein and by reference made a
part hereof to the same extent and effect as though it were copied verbatim herein.
The Surety and the Contractor are bound for the full performance of the
Construction Contract including without exception of all its terms and conditions,
both express and implied, and, without limitation, specifically including Contractor's
obligation to pay for labor, materials, services and equipment provided in connection
with the Construction Contract performance;
300 16
2. For purposes of this Payment Bond, Beneficiary is defined as a person or entity who
has actually provided labor, material, equipment, services or other items for use in
furtherance of the Construction Contract, and having:
(A) a direct contract with the Contractor; or
(B) a direct contract with a subcontractor of the Contractor; or
(C) rights, under the laws of the jurisdiction where the Project is located, to file a
lien, a claim or notice of lien, or otherwise make a claim against the Project
or against funds held by the Owner, if the Project is, or were, subject to such
filing.
3. The Surety shall not be obligated hereunder to a Beneficiary other than a
Beneficiary having a direct contract with the Contractor unless such Beneficiary has
given written notice of its claim to the Contractor and the Surety within the longer of:
(A) ninety (90) days of after such Beneficiary provided labor, material,
equipment, services or other items for use in furtherance of the Construction
Contract; or,
,,,, (B) the period of time provided by the jurisdiction wherein the Project is located
for (1) filing of a lien, claim of lien, notice of lien, if the Project is, or were,
subject to such filing, or (2) otherwise making a claim against the Project or
- against funds held by the Owner; stating the amount claimed and identifying,
by Warne and address, the person or entity to whom such labor, material,
equipment, services or other items were provided.
4. In no event shall the Surety be obligated hereunder for sums in excess of the Penal
Sum.
5. Upon receipt of a claim from a Beneficiary hereunder, the Surety shall promptly, and
in no event later than 30 days after receipt of such claim, respond to such claim in
~. .writing (furnishing a copy of such response to the Owner) by:
(A) making payment of all sums not in dispute; and,
(B) stating the basis for disputing any sums not paid.
6. No action shall be commenced by a Beneficiary hereunder after the passage of the
longer of one (1) year following final completion of the Construction Contract or, if
this bond is provided in compliance with applicable law, any limitation period
provided therein. If the limitation period contained in this Paragraph is
unenforceable, it shall be deemed amended to provide the minimum period for an
action against the Surety on a payment bond by a third-party beneficiary thereof.
7. Any and all notices to the Surety or the Contractor shall be given by Certified Mail,
Return Receipt Requested, to the address set forth for each party below:
'300 17
i~w
SURETY:
CONTRACTOR:
OWNER:
CONTRACTOR
SEAL
(TYPED NAME)
By:
(SIGNATURE)
(PRINTED NAME, TITLE & ADDRESS)
SURETY
SEAL
(TYPED NAME)
By
(SIGNATURE)
(PRINTED NAME, TITLE & ADDRESS)
(DATE OF EXECUTION) (DATE OF EXECUTION)
NOTES: 1. Date of Bond must not be prior to date of Contract.
2. If Contractor is a Partnership all partners should execute the bond.
3. Surety Companies executing Bonds must be authorized to do
. business in New York State and be approved by the Owner.
4. All bonds shall be in a form acceptable to and shall be approved by
the Owner.
300 18
STATE OF NEW YORK
)ss:
COUNTY OF )
On the day of ,before me, the undersigned, a Notary
Public in and for said State, personally appeared
personally known to me or proved to me on the basis of satisfactory evidence to be the
individual whose name is subscribed to the within instrument and acknowledged to me that
he executed the same in his capacity, and that by his signature on the instrument, the
individual, or the person upon behalf of which the individual acted, executed the
instrument.
NOTARY PUBLIC
r.
300 19
Iz
PROPOSAL FOR
~. TOWN OF WAPPINGER
UNITED WAPPINGER WATER DISTRICT
WATER MAIN EXTENSION TO CHELSEA HAMLET
CONTRACT NO. 13-006
DIVISION 400
GENERAL CONDITIONS
PREPARED BY:
MORRIS ASSOCIATES
ENGINEERING CONSULTANTS, PLLC
9 ELKS LANE
POUGHKEEPSIE, NEW YORK 12601
SEPTEMBER 2013
REVISED FEBRUARY 2014
MA#: W21215.11
q:
~..
GENERAL CONtDITIONS
ARTICLE 1: DEFINITIONS
~ 1.1 Words and Expressions
ARTICLE 2: ROLES AND RESPONSIBILITIES
2.1 The Contractor
2.2 The Owner
2.3 Engineer's Authority
ARTICLE 3: INTERPRETATION OF CONTRACT DOCUMENTS
3.1 ConIIicting Plans and Specifications
ii` 3.2 Shop Drawings and Product Data
3.3 Materials
3.4 Royalties and Patents
ARTICLE 4: PERFORMANCE OF THE COI\*IRACT
4.1 Responsibility for Damage
4.2 Claim for Damages by Contractor
4.3 Disputes
4.4 Coordination of Sepazate Contractors
4.5 Contractor's Supervision
4.6 Permits and Compliance
4.7 Boundaries
4.8 Refuse and Debris
49 Subcontractors and Supplies
4.10 Contractors Work Requirements
ARTICLE 5: CHANGE IN THE WORK
5.1 Procedure
~ 5.2 Payment for Change Orders
ARTICLE 6: TIIviE OF COMMENCEMENT. COMPLETION AND
TERM INATION FOR CAUSE
'~ 6.1 Time of Commencement and Completion
6.2 Extension of Time
6.3 Liquidated Damages Upon Failure to Complete
6.4 Termination for Cause
6.5 Termination of Contractor's Employment for the
Convenience of the Owner
6.6 Contractor's Default
6.7 Suspension of Work
ARTICLE 1: DEFINaTIONS
1.1 Words And Expressions
ARTICLE 7: INSPECTION AND ACCEPTANCE
7.1 Inspection
7.2 Contractor's Obligation to Correct Defective Work
7.3 Progess Reports
7.4 Inspection Prior to Acceptance `
ARTICLE 8: PAI'MENTS
8.1 Pavment
8.2 Progess Payments
8.3 Substantial Completion
8.4 Final Payment
8.5 Acceptance of Final Payment
8.6 Contract Quantities
8.7 Maintenance and Guarantee
8.8 No Estoppel
ARTICLE 9: BONDS AND INSURANCE
9.1 Contract Security
9.2 Insurance
ARTICLE 10: MISCELLANEOUS PROVISIONS
10.1 Compliance with Codes and Laws
10.2 Service of Notices
10.3 Labor Standards
10.4 Record-Keeping Requirement
10.5 Non-Assignment Clause
10.6 Non-Collusive Bidding Requirements
10.7 Wage and Hours Provisions
10.8 Workers' Compensation Benefits
10.9 Non-Discrimination Requirements
10.10 Archaeological Salvage
The following words and expressions, or pronouns used in their stead, shall, wherever
they appear in this Contract, be construed as follows:
"Act of God" shall mean an act, event, happening, or occurrence, and disaster and
r- effect due to natural causes and inevitable accident, or disaster; a natural and
inevitable necessity which implies entire exclusion of all human agency which
operates without interference or aid from man and which results from natural
causes and is in no sense attributable to human agency.
"Addendum" or "Addenda" shall mean the additional contract provisions issued in
writing by the Engineer prior to the receipt of bids.
00400-1
~.
(fir
1r.
"Bid" shall mean the offer or proposal of the Bidder submitted on the prescribed
form setting forth the prices for the Work to be performed.
"Bidder" shall mean any person, firm or corporation submitting a Bid for Work.
"Certificate of Completion" shall mean a letter or notice signed by the Owner after
the Engineer has determined that no further work is to be done.
~. "Certificate of Substantial Completion" shall mean a letter or notice signed by the
Engineer when the work or a designated portion thereof is sufficiently complete
that the Owner may occupy or use the work for the use for which it is intended.
"Change Order" shall mean the fully executed written order to the Contractor
authorizing an addition, deletion or revision in the work within the general scope of
the contract documents, or authorizing an adjustment in the contract price or
contract time.
"Contract" or "Contract Documents" shall mean each of the items listed below,
both as a whole and severally.
Except for titles, sub-titles, headings, running headlines, tables of contents and
indices (all of which are printed herein merely for convenience) the following,
except for such portions thereof as may be specifically excluded, shall be deemed
to be part of this contract:
1. Advertisement for Bids
2. Information for Bidders
3. Bid Forms
4. Bid Bond
5. Contract Agreement
6. Performance Bond
7. Labor and Maferial Payment Bond
8. Notice of Award
9. Notice to Proceed
10. General Conditions for Contract
11. Supplemental Conditions for Contract
12. Specifications
y, 13. Drawings
14.A11 Addenda
15. All Change Orders
,,,, 16.A11 provisions required by law to be
actually inserted or not.
inserted in this contract whether
"Contractor" shall mean the person, partnership, firm or corporation with whom the
Owner has executed the Contract Agreement.
it
00400-2
w
i~r
"Contractor's Representative" shall mean any officer, manager or job site foreman
of the Contractor.
"Contract Sum" shall mean the total amount payable by the Owner to the
Contractor for performance of the Work under the Contract Documents as stated
in the Contract Agreement.
"Contract Time" shall mean the period of time, including authorized adjustments,
allotted in the Contract Documents to complete the Work.
"Days" shall mean consecutive calendar days.
"Drawings" shall mean the part of the Contract Documents which show the
characteristics and scope of the Work to be performed and which have been
~w prepared or approved by the Engineer.
"Engineer" shall mean the consulting engineer for the Town as designated and
.. duly appointed by the Town, directed or assigned by them to this Contract, with
the powers and duties as stated in the contract documents. (Morris Associates,
PLLC)
"Extra Work" shall mean work other than that required either expressly or implicitly
by the contract in its present form. It may include work in areas designated on the
plans as areas of future work, or in areas within the contract limits or adjacent
thereto. Extra work shall be authorized by a change order.
~' "Final Acceptance" shall mean acceptance of the work by the Owner as evidenced
by its signature upon the final Certificate of Completion. Such acceptance shall be
deemed to have taken place only if and when such signature is affixed to said
"' Certificate of Completion.
"Inspector" shall mean an authorized representative of the Owner assigned to
make any and all necessary inspections of the work performed and materials
furnished by the Contractor.
"Owner" shall mean the party of the first part hereto, the Town, the Supervisor, or
any other person designated by them to act on their behalf.
"Project" shall mean the entire improvement to which this contract relates.
"Product Data" are illustrations, standard schedules, performance charts,
instructions, brochures, diagrams and other information furnished by the
Contractor or a Subcontractor, Sub-subcontractor, manufacturer, supplier or
distributor to illustrate some portion of the Work.
00400-3
~"' ~ '~ "Samples" are physical examples which illustrate materials, equipment, or
workmanship and establish standards by which the Work will be judged.
_.
"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.
"Site" shall mean the area upon or in which the Contractor's operations are carried
on, and such other areas adjacent thereto as may be designated as such by the
Engineer.
"Specifications" shall mean a part of the Contract Documents consisting of written
descriptions of a technical nature of materials, equipment, construction systems,
standards and workmanship.
"Subcontractor" shall mean any person, firm or corporation, other than employees
of the Contractor, who or which contracts with the Contractor or any other
~, Subcontractor to furnish, or actually furnishes, labor, materials or labor and
equipment at the site.
"Substantial Completion" shall mean that date, as certified by the Engineer when
the construction of the project or a specified part thereof is sufficiently completed,
in accordance with the Contract Documents, so that the Project or specified part
can be utilized for the purposes for which is intended.
"Surety" shall mean any person, firm or corporation that has executed as surety,
it and bond or bonds required to be executed by the Contractor as they relate to the
provisions of the Contract.
"Work" shall mean all labor necessary to produce the construction required by the
Contract Documents and all materials and equipment incorporated or to be
incorporated in the Project.
"Written Notice" shall mean any notice to any party of the Agreement relative to
any part of this Agreement in writing and considered delivered and the service
thereof completed, when posted by certified or registered mail to the said party at
its last given address, or delivered in person to said party or its authorized
representative on the Work.
Whenever they refer to the work or its performance, the words "directed",
"required", "permitted", "ordered", "designated", "prescribed", and words of like
import are used, they shall imply the direction, requirement, permission, order,
designation or prescription of the Engineer and "approved", "acceptable",
"satisfactory", "in the judgment of', and words of like import, shall mean approved
by, or acceptable to, or satisfactory to, in the judgment of the Engineer.
00400-4
iftr
ARTICLE 2: ROLES AND RESPONSIBILITIES
2.1 The Contractor
(1) The Contractor shall supervise, direct anal perform the work in accordance
with the contract documents. Unless otherwise expressly provided, the work
must be performed in accordance with the best modern practice, with
materials and workmanship of the highest quality, all as determined by, and
entirely to the satisfaction of, the Engineer. The Contractor shall be
responsible for the entire work until completed and accepted by the Owner.
(2) Unless otherwise expressly provided, the means and methods of
construction shall be such as the Contractor may choose, subject, however,
to the approval of the Engineer. Such approval, or the Engineer's failure to
exercise its right to reject, shall not create a cause of action for damages.
(3) The Contractor shall assume all risks and responsibility and shall complete
~ the work in whatever material and under whatever conditions it may
encounter or create, without extra cost to the Owner.
'~" (4) No plea of ignorance or misunderstanding of conditions that exist or that
may hereafter exist, or of conditions or difficulties that may be encountered
in the execution of the work under this contract, as a result of failure to make
~"` the necessary examinations and investigations, will be accepted as an
excuse for any failure or omission on the part of a Contractor to fulfill in
every detail all of the requirements of the contract documents, or will be
~"' accepted as a basis for any claims whatsoever for extra compensation or an
extension of time.
""' _ (5) In the event the Owner or Engineer observes that the Contract Documents
are not being followed, the Contractor will be ordered to stop work and make
any necessary changes at no additional cost to the Owner.
(6) The Contractor acknowledges that the Owner does not guarantee that all
pipes, ducts, utilities and other underground structures are shown on the
plans, and that the information given is intended only as a guide to the
Contractor. The Contractor shall not claim damages and shall not be
entitled to payment because of any omission or faulty location on the plans
of any pipes, ducts, utilities or other underground structures.
(7} The Contractor shall do all work and pay all costs of cutting, protecting,
supporting, maintaining, relocating and restoring all surface, subsurface or
overhead structures, and all other property, including pipes, conduits, ducts,
,,,, tubes, chambers, and appurtenances, public or private, in the vicinity of the
work (except such which by law, franchise, permit contract, consent or
agreement the owner thereof is required to protect, support, maintain,
OQ400-5
~,
frr
+~ relocate or restore); repairing the same if damaged and restoring to their
original conditions all areas disturbed. It shall not claim or be entitled to any
damages for delay or otherwise by reason of such required work, and it
hereby assumes all risks in connection therewith.
(8) From the survey work provided by the Owner, the Contractor shall develop
~' and make all detailed surveys needed for construction. The Contractor shall
carefully preserve the physical survey points provided by the Owner and, in
the case of willful or careless destruction, it shall pay the resulting expense
"'~" to recreate the points and shall be responsible for any mistakes that may be
caused by their unnecessary destruction or loss.
(9) The Contractor warrants to the Owner and Engineer 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. Work not conforming to these requirements, including
substitutions not properly approved and authorized, may be considered
defective. The Contractor's warranty excludes remedy for damage or defect
caused by abuse, modifications not executed by the Contractor, improper or
insufficient maintenance, improper operation, or normal wear and tear and
normal usage. If required by the Engineer, the Contractor shall furnish
satisfactory evidence as to the kind and quality of materials and equipment.
(10) The Contractor shall. pay 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.
(11) The Contractor, promptly after being awarded the Contract, shall prepare
and submit for the Owner's and Engineer's information a Contractor's
construction schedule for the Work. The schedule shall not exceed time
limits current under the Contract Documents, shall be revised 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.
(12) The Contractor shall maintain at the site for the Owner 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.
00400-6
ir.
~"` (13) The Contracfoi- shall be responsible for cutting, fitting or patching required to
complete the Work or to make its parts fit together properly.
2.2 The Owner
~ The Owner, in addition to those matters expressly made subject to its determination,
direction or approval in this contract, shall have the power:
(1) To determine finally any and all questions in relation to this contract and its
performance, which determination shall be final and conclusive upon the
Contractor. _
(2) To modify or change this contract so as to require the performance of extra
work, or the omission of contract work, or both, whenever it deems it in the
public interest to do so.
(3) To suspend the whole or any part of the work or terminate the entire project
whenever, in its judgment, such suspension or termination is required
(a) in the interest of the Owner generally, or
(b) to coordinate the work of the various Contractors engaged in this
project, or
(c) to expedite the completion of the entire project even though the
completion of this particular Contract may be thereby delayed, without
compensation to the Contractor for such suspension other than
extending the time for the completion of the work, as much as it may
have been, in the opinion of the Engineer, delayed by such
suspension.
(4) If before the final completion of all the work contemplated herein, it shall be
deemed necessary by the Owner to take over, use, occupy or operate any
part of the completed or partly completed work, the Owner shall have the
right to do so and the Contractor will not, in any way, interfere with or object
to the use, occupation or operation of such work by the Owner after receipt
of notice in writing from the Owner that such or part thereof will be used by
the Owner on and after the date specified in such notice.
- (5) The Owner shall have the right to enter the premises for the purpose of doing
work not covered by the Contract Documents. This provision shall not be
construed as relieving the Contractor of the sole responsibility for the care
and protection of the Work, or the restoration of any damaged Work except
such as may be caused by agents or employees of the Owner.
iWr
00400-7
~.
~" (6) The Owner shall furnish horizontal and vertical control survey data for use by
the Contractor in locating the principal components of the Work and for
determining the legal limits of the Work.
2.3 Engineer's Authority
(1 } The Engineer, in addition to those matters elsewhere herein expressly made
subject to its determination, direction or approval, shall have the power,
subject to review by the Owner:
a. To inspect the performance of the work;
b. To determine the, amount, kind, quality, sequence, and location of the
work to be paid for hereunder;
~r
c. To determine all questions in relation to the work, to interpret the
Contract Documents;
d. To make minor changes in the work, not involving change in Contract
Time or Contract Sum, as it deems necessary, provided such changes
do not result in a net increase in the cost to the Owner or to the
Contractor of the work to be done under the contract;
e. To amplify the plans, add explanatory information and furnish
additional specifications and drawings consistent with the intent of the
contract documents.
f. To determine how the work of this contract shall be coordinated with
( the work of other Contractors engaged simultaneously on this project,
including the power to suspend any part of the work.
(2) The- foregoing enumeration shall not imply any limitation upon the power of
the Engineer, for it is the intent of this contract that all of the work shall be
subject to its determination and approval, except where the determination or
approval of someone other than the Engineer is expressly called for herein.
All orders of the Engineer requiring the Contractor to perform work as
contract work shall be promptly obeyed by the Contractor.
(3) The Engineer will not be responsible for the construction means, controls,
techniques, sequences, procedures or construction safety.
(4) The Engineer shall promptly make decisions relating to interpretation of the
Contract Documents.
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'~"' ARTICLE 3: INTERPRETATION OF CONTRACT DOCUMENTS
3.1 Conflicting Plans And Specifications
In the case of conflicting information within the plans and specifications as to the type of
materials or workmanship to be provided, the Contractor agrees that it will accept the
decision of the Engineer as to which was intended or which is in the best interest of the
Owner. In the event that any provision in any of the following parts of this Contract
conflicts with any provision in any other of the following parts, the provision in the part
first enumerated below shall govern over any other part which follows numerically,
except as may be otherwise specifically stated. Said parts are the following:
1. Addenda
2. Supplemental Conditions for Contract
3. General Conditions for Contract
4. Detail Specifications
5. Contract Drawings
3.2 Shop Drawings and Product Data
(1 } The Contractor shall submit to the Engineer, shop drawings, product data
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 Owner or of separate Contractors.
(2) Where the nature of the work of the Contract makes it necessary, or where
so required by the Engineer, the Contractor shall submit scale and full size
shop drawings of the work for review by the Engineer. The shop drawings
shall be complete in every detail and show any and all other necessary
information in accordance with usual trade practice as particularly required
for any special purposes.
(3) Portions of the Work requiring a shop drawing, product data or sample
submission shall not begin until the shop drawing, product data or sample
submission has been approved by the Engineer. A copy of each approved
shop drawing, .product data or sample submission shall be kept in good
order by the Contractor at the site and shall be available to the Engineer.
(4) The Contractor shall thoroughly review all shop drawings of the various
trades for measurements, sizes of members, materials and details to make
sure that they conform to the intent of the plans and specifications .and for
any and all other contract requirements. Information found to be inaccurate
or otherwise in error shall be made correct. Shop drawings, product data or
sample submission prepared by or under the direction of the Contractor shall
'" be checked for accuracy and contract requirements by the Contractor before
being forwarded to the Engineer. Shop drawings, product data or sample
00400-9
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~"` submission not so checked and noted will be returned to the Contractor
without being examined by the Engineer. All measurements shall be verified
E.
t; at the building and/or structures.
(5) The Engineer will promptly review submitted shop drawings, product data, or
sample submission as an aid to the Contractor but review of drawings by the
~" Engineer shall not relieve the Contractor of its responsibility for the proper
performance of the work without additional cost to the Owner, whether or not
the work was installed in accordance with drawings reviewed by the
Engineer. Shop drawings, product data or sample submission will be
s reviewed for design and general arrangement only.
3.3 Materials
,,, (1} All materials, equipment and articles (products) incorporated into the
permanent work shall be new unless specifically stated or shown otherwise
in the contract documents. The word "new" shall not operate to exclude
recycled raw materials used in the manufacture of previously unused, i.e.
new, materials, equipment and articles (products) for this contract, provided
that such. items comply with all other contract requirements.
(2) The intent of these specifications is not to limit competition but to establish a
standard of quality which the Engineer has determined is necessary. The
Contractor may use any product equal to that named in the contract
documents provided 1) that the Contractor has given timely notice of its
intent (in accordance with the submittal and scheduling requirements of this
contract) and 2) that the Engineer accepts the proposed product.
(3) The Contractor may make substitutions only with the consent of the Owner,
after evaluation by the Engineer and in accordance with a Change Order.
(4) The Engineer may establish criteria for product evaluation and shall
determine whether a proposed product is to be accepted.
(5) The Contractor shall have the burden of satisfying the Engineer that any
substitutions are acceptable, at its own cost and expense. The Contractor
shall also bear the cost and expense of preparing and providing detailed
drawings showing all changes, if any, from details shown in the contract
documents. Such detailed drawings shall be subject to the Engineer's
evaluation and acceptance as to conformance with the overall project
requirements.
3.4 Royalties And Patents
~ The Contractor shall pay all royalties and license fees and include the cost thereof in its
bid. It shall defend all suits or claims for infringement of any patent rights and shall save
00400-10
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'~"' harmless the Owner from loss on account thereof, except that the Owner shall be
responsible for all such loss when a particular design, process or the product of a
~' particular manufacturer is specified and the Contractor properly acquires all royalties
~" and license fees at no additional cost to the Owner.
00400-11
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ARTICLE 4: PERFORMANCE OF THE CONTRACT
= 4.1 Responsibility For Damage
The Contractor shall faithfully perform and complete all of the work required by the
Contract, and has full responsibility for the following risks:
(1) Loss or damage, direct or indirect, to the work including the building or
structure in which the work is being performed, or any other construction in
progress whether being performed by any other Contractor or the Owner, or
~ to any plant, equipment, tools, materials or property furnished, used,
installed or received by the Engineer under this contract or any other
contract. The Contractor shall bear all such risk of loss or damage, until all
of the work covered by the Contract has been finally accepted. In the event
~, of such loss or damage, the Contractor shall forthwith repair, replace, and
make good any such loss or damage at the direction of the Engineer without
additional cost to the Owner.
(2) Injury to persons (including death resulting therefrom), or damage to
~: property caused by an occurrence arising out of the performance of this
,~~,, Contract for which the Contractor may be legally liable under the laws of
torts.
,,, (3) The Contractor shall not be responsible for damages resulting from willful
acts of Owner's employees or from negligence resulting solely from acts or
omissions of the Owner, its officers or employees. Nothing herein shall vest
in third parties any right of action beyond such as may legally exist
irrespective of this article.
(4) The Contractor shall indemnify and save harmless the Owner, its officers,
employees and agents, from suits, actions, damages, and costs of every
name and description relating to the performance of this Contract. during its
prosecution and until the acceptance thereof, and the Owner may retain
such moneys from the amount due the Contractor as may be necessary to
satisfy any claim for damages recovered against the Owner. The
Contractor's obligations under this paragraph shall not be deemed waived by
the failure of the Owner to retain the whole or any part of such moneys due
the Contractor, nor shall such obligation be deemed limited or discharged by
the enumeration or procurement of any insurance for liability for damages
imposed by law upon the Contractor, subcontractor or the Owner.
(5) The Contractor shall provide written notice to the Engineer within three (3)
business days of any loss, damage or injury arising out of the Contractor's
performance of the Contract.
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~" (6) No claim whatsoever shall be made by the Contractor against any officer,
agent, or employee of the Town, for, on account of, or by reason of anything
i',~ done, or omitted to be done, in connection with this contract.
4.2 Claim For Damages By Contractor
If the Contractor shall claim compensation for any damage sustained, other than for
extra or disputed work by reason of any act or omission of the Owner, its agents or of
any persons, it shall, within five (5) days after sustaining such damage, make and
deliver to the Engineer a written statement of the nature of the damage sustained and of
the basis of the claim against the Owner. If on or before the fifteenth of the month
succeeding that in which any damage is alleged to have been sustained, the Contractor
shall fail to make and deliver to the Engineer an itemized, verified statement of the
details and amount of such damages claimed, it is hereby stipulated that all claims for
such compensation shall be forfeited and invalidated and the Contractor shall not be
entitled to payment on account of such claims.
4.3 Disputes
(1} The Contractor specifically agrees to submit in writing, in the first instance,
any dispute relating to the performance of this Contract to the Engineer, who
shall reduce its decision to writing and .furnish a copy thereof to the
Contractor. The Contractor must request such decision in writing no more
than fifteen days after it knew or ought to have known of the facts which are
the basis of the dispute.
(2) The decision of the Engineer shall be final and conclusive unless within
twenty days from the date of receipt of such copy the Contractor serves
upon the Board a written appeal. Upon appeal, the decision of the Owner or
its duly authorized representative shall be final and conclusive unless the
decision is fraudulent or capricious or arbitrary or so grossly erroneous as
necessarily to imply bad faith or is not supported by substantial evidence. In.
connection with any appeal proceeding under this clause, the Contractor
shall be afforded an opportunity to be heard and to offer evidence in support
of its appeal.
(3) Pending final determination of a dispute hereunder, the Contractor shall
proceed diligently with the performance of the Contract, including the work
being disputed, in accordance with the Engineer's decision. Nothing in this
Contract shall be construed as making final the decision of any
administrative official upon a question of law.
4.4 Coordination Of Separate Contractors
~'`~ (1) The Owner may award other contracts related to the work. In that event, the
Contractor shall coordinate its work with the work of other Contractors in
00400-13
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~" such manner as the Owner may direct. Each Contractor shall control and
coordinate the work of its subcontractors, if any. The Owner shall approve
or require the modification of the work schedules of all Contractors to the
end that the project may be progressed as expeditiously as the case
permits.
(2) If any part of the work depends for proper execution or results upon the work
of any other Contractor, the Contractor shall inspect and promptly report in
writing to the Engineer any defects in such work. The Contractor's failure to
inspect and report shall constitute an acceptance of the other Contractor's
work as fit and proper for the reception of the work of this contract.
(3) The Owner shall issue appropriate directions and take such other measures
to coordinate and progress the work as may be reserved to the Owner in the
,,,,, contract, and which an ordinarily reasonable project owner in similar
circumstances would be expected to take. However, the Owner shall not be
liable for mere errors in judgments as to the best course of action to adopt
among the alternatives available in any given instance.
(4) The award of more than one contract for the project requires sequential or
~ otherwise interrelated Contractor .operations, and may involve inherent
delays in the progress of any individual Contractor's work. Accordingly, the
Owner cannot guarantee the unimpeded operations of any Contractor. The
Contractor acknowledges these conditions, and understands that it shall
bear the risk of all ordinary delays caused by the presence or operations of
other Contractors engaged upon the project, and ordinary delays attendant
upon any Owner approved construction schedule.
(5) The Owner shall not be liable for ordinary delays in any case nor for
extraordinary delays which occur by reason of any Contractor's failure to
comply with directions of the Owner, or because of the neglect, failure of
inability of any Contractor to perform its work efficiently, or the failure of a
""" supplier to supply or a subcontractor to perform.
(6) Any claim for extraordinary delay caused by an allegedly unreasonable or
arbitrary act, or failure to act, by the Owner in the exercise of its
responsibility for supervision and coordination of the work, shall be waived,
released, and discharged unless the Contractor whose work is impeded or
""` delayed thereby, shall give notice in writing to the Board as promptly as
possible and in sufficient time to permit the Board to investigate and
formulate appropriate instructions.
(7) The neglect or refusal of a Contractor to comply with directions issued by the
#' Owner pursuant to its responsibility for supervision of the work shall
~" constitute a failure to progress the work diligently in accordance with
00400-14
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~"` Contract requirements and shall justify withholding payments otherwise due,
or termination of the Contract.
~ (8) The Contractor shall indemnify the Owner for damages recovered against
the Owner by another Contractor to the extent that any such claim or
judgment is the proximate result of the Contractor's failure to progress the
work in accordance with Contract requirements.
4.5 Contractor's Supervision
.The Contractor shall designate, in writing, a competent supervisor for the work to
represent the Contractor at the site at all times with authority to act for him and who can
communicate effectively with the Owner's representative. All directions given to the
Contractor's representative by the Engineer shall be as binding as if given to the
,,,, Contractor. The work may be suspended by the Engineer in whole or in part, if the
Contractor has no such representative on site. The representative shall keep on site
copies of the plans and specifications and shall have full authority to supply material
~,, and labor as required. Should the Engineer deem any employees of the Contractor
incompetent or negligent, or otherwise not qualified by reason of experience, or for any
cause unfit for their duty, the Contractor shall dismiss them and they shall not again be
employed on the work.
4.6 Permits And Compliance
The Contractor shall obtain, maintain and pay for all other permits, licenses,
~r governmental fees and inspections legally required and shall give all notices, pay all
fees and comply with all laws, rules and regulations applicable to the work at no
additional cost to the Owner.
4.7 Boundaries
The Contractor and all subcontractors shall confine their equipment, apparatus, and the
storage of materials and supplies of its workmen to the limits of the Town right-of ways
and the project site property and to limits indicated by law, ordinance, permits or
directions of the Engineer.
4.8 Refuse And Debris
The Contractor shall at all times keep the refuse and debris at the job site to a minimum,
and at the completion of the contract shall remove all debris, waste and rubbish; tools,
equipment, surplus supplies and materials, temporary structures, etc, and leave all
areas "broom" or "rake" clean. The interiors of buildings shall be cleaned as stated in
the Specifications and General Conditions.
4.9 Subcontractors And Suppliers
00400-15
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""' (1) Before any part of the Contract shall be sublet or material purchased, the
Contractor shall submit to the Engineer in writing the name of each
proposed subcontractor and supplier and obtain the Engineer's written
consent to such subcontractor and supplier. The names shall be submitted
in ample time to permit acceptance or rejection of each proposed
subcontractor and supplier by the Engineer without causing de{ay in the
work of the Project.
(2) The Contractor's use of subcontractors and suppliers shall not diminish the
Contractor's obligations to complete the work in accordance with the
Contract. The Contractor shall control and coordinate the work of its
subcontractors.
(3) The Contractor shall be responsible for informing its subcontractors and
suppliers of all the terms, conditions and requirements of the contract
documents.
(4) In making payment to its subcontractors, the Contractor shall comply with
the provisions of New York State General Municipal Law § 106.b. Nothing
contained in this Contract shall create any contractual relationship between
any subcontractor and the Owner.
4.10 Contractor's Work Requirements
(1) The Contractor shall do all the work and furnish at its own cost and expense,
all labor, supervision, machinery, equipment, facilities, tools, transportation,
supplies, materials, insurance, permits,. certificates, tests, guarantees,
protection of equipment and property and life during construction, and all
other things whether or not explicitly shown or mentioned, necessary and
proper for or incidental to the completion of a workmanlike job, complete in
every respect and detail, left ready and in perfect condition for the Owner's
use.
(2) All .work performed under this contract shall be according to the highest
standards of the trades involved, and shall conform to the requirements of
any utilities, and any and all Federal, State and local laws, codes,
ordinances and statues as may be in effect at the time of bidding.
Notwithstanding the foregoing, this shall not be construed herein as relieving
the Contractor from complying with any of the requirements of the plans and
specifications which may be in excess of the requirements mentioned
herein.
00400-16
"' ARTICLE 5: CHANGE IN THE WORK
5.1 Procedure
(1) The Owner may make changes by altering, adding to or deducting from the
work, and adjusting the contract sum and contract time accordingly. All
changed work shall be executed in conformity with the terms and conditions
of the contract documents unless otherwise provided in the change order.
Any change in the contract sum or time for completion shall be adjusted
when issuing a change order.
(2) No written or oral instructions shall be construed as directing a change in the
work involving a change in Contract Sum or Contract Time unless in the
form of a change order signed by the Owner and the Contractor. The
,~„~ change order shall describe or enumerate the work to be performed and
state the price to be added to or deducted from the contract sum. If the
extent or cost of the work is not determinable until after the change in the
work is performed, the change order shall specify the method for
determining the cost and extent of the change in the work when completed.
If the Contractor disagrees with any element of the change order, it shall
i'i~ indicate its disagreement in writing on the face of the change order and
promptly proceed in accordance with the change order. If it disputes any
item of the change order, it shall comply with Article 4.3.
~.
(3) If the Contractor encounters a situation or work for which it believes it is
entitled to a change order, it shall give the Engineer or inspector wrftten
notice within one business day and shall await instructions before
proceeding.
(4) If the Contractor is directed to perform work for which it believes it is entitled
to a change order, it shall give the Engineer prompt written notice and await
instructions before proceeding to execute such work. The Engineer may
order the Contractor to execute the work as contract work. If the Contractor
disputes this decision, it shall give notice pursuant to the dispute provisions
of Article 4.3.
5.2 Payment For Change Orders
'" The value of a change order shall be determined by one of the following methods.
(1) By lump sum or unit prices negotiated or established based on estimated
cost plus fifteen percent (15%) as compensation for all other items of profit
and cost or expense, including administration, overhead, superintendent,
materials used in temporary structures and allowances made by the
Contractor to the subcontractors.
00400-17
""' (2) If no unit prices are set forth and if the parties cannot agree upon a lump
sum, then by the actual and reasonable net cost in money to the Contractor
of the materials and of the wages, of applied labor required for such extra
"' work (including net premium for workers' compensation insurance,
contributions pursuant to the State Unemployment Insurance Law, and
withholding taxes pursuant to the Federal Social Security Act) ,plus fifteen
`" percent (15%) as compensation for all other items of profit and cost or
expense, including administration, overhead, superintendent, materials used
in temporary structures and allowances made by the Contractor to the
~" subcontractors.
(3) By prices specifically named in the specifications or on the Bid Form.
(4) By estimate of the value as can be determined from the approved detailed
estimate.
The Contractor shalt, upon request, furnish satisfactory proof of all tabor performed,
materials furnished and equipment used in the performance of extra work.
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i" ARTICLE 6: TIME OF COMMENCEMENT, COMPLETION AND TERMINATION FOR
CAUSE
6.1 Time Of Commencement And Completion
(1) The Contractor must commence work on the day specified therefore in a
Notice to Proceed signed by the Owner. Since TIME IS OF THE ESSENCE
in this Contract, the Contractor shall thereafter prosecute the work diligently,
using such means and methods of construction as will assure its full
completion in accordance with the requirements of the Contract Documents
not later than the specified date therefore, or on the date to which the time
for completion may be extended.
(2) Unless the date for completion is extended pursuant to the provisions of
paragraph 6.2 below, the Contractor shall complete the work within the time
allotted as stated in the Contract Documents. The Engineer shall be the
sole judge as to whether the work hereunder has been completed within the
time stipulated.
6.2 Extension Of Time
(1) It is mutually agreed that no extension beyond the date of completion fixed
by the terms of the contract shall be effective unless consented to in writing
by the Engineer. An application by the Contractor for extension of time must
be in writing, setting forth in detail the reasons and causes of delay and the
date upon which each such cause of delay began and ended, and must be
submitted to the Engineer within five (5) days after the start of the alleged
delay. If the Engineer should determine that the delay was not due to any
act or omission on the part of the Contractor or was due to causes beyond
the control of the Contractor, the Contractor shall be entitled to an extension
of time equal to the number of days actually delayed if such extension shall
be required. If, however, the Engineer should determine that the delay was
caused directly or indirectly by the. act or conduct of the Contractor or any of
its subcontractors or suppliers, the Engineer may refuse to grant an
extension of time and direct the Contractor to re-arrange its progress
schedule so as to complete the work within the time set forth in the contract.
(2) If the Owner deems it advisable and expedient to have the Contractor
complete and finish the work after the expiration of the contract date of
completion, and in order that the Owner's fiscal officer may be permitted to
make payment to the Contractor for work performed beyond the completion
date, the Owner will grant an extension of time necessary to complete the
work, conditional upon the assessment and deduction of liquidated damages
from the moneys which may become due hereunder.
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00400-19
~"' (3) In the event of delay for cause,. the Contractor's sole remedy shall be the
extension of time granted as hereinabove provided, and the Contractor shall
have no right to, or cause of, action for damages or additional costs resulting
from any such delay.
~` (4) Time necessary for review by the Engineer of shop drawings and delays
"' ~ incurred by normal seasonal and weather conditions should be anticipated
and are neither compensatory nor eligible for extensions of time.
6.3 Liquidated Damages Upon Failure To Complete
It is mutually agreed between the parties that TIME IS OF THE ESSENCE in this
Contract and that there will be, on the part of the Town, considerable monetary damage
in the event the Contractor should fail to complete the work within the time fixed for
completion in the Contract or within the time to which such completion may have been
extended. The amount stated in the Contract Agreement is hereby stipulated as the
liquidated damages for each and every calendar day -that the time consumed in
completing the work exceeds the time allowed therefore. This amount shall in no event
be considered as a penalty or otherwise than as the liquidated and adjusted damages of
the Owner because of the said delay and Contractor agrees that the said sum per day
for each such day shall be deducted and retained out of the monies which may become
due hereunder.
6.4 Termination For Cause
(1) tf in the judgment of the Owner, the Contractor fails or refuses to prosecute
the work in accordance with the Contract, or is failing to complete the work
within the time provided by the Contract, the Owner may terminate the
Contract by written notice. In such event, the Owner shall order the surety
to complete the work. If the surety fails or refuses to complete the work in
accordance with the contract provisions, including time of completion, the
Owner may take over the work and prosecute it to completion by contract
publicly let or otherwise, and may take possession of and utilize in
completing the work, such of the Contractor's plant, materials, equipment,
tools and supplies as may be on the site of the work. Whether or not the
right to terminate is exercised, the Contractor and its surety shall be liable
for any damage to the Owner resulting from its failure or refusal to complete
the work in accordance with -the Contract or its failure to complete the work
within the time provided by the Contract.
(2) If the Owner terminates the Contract, damages shall consist of liquidated
damages, if any, until the work is physically completed, plus any increased
costs occasioned the Owner in completing the work.
"'" (3) If the Owner does not terminate the Contract, the damages shall consist of
liquidated damages, if any, until the work is physically completed.
00400-20
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(4) The Contract shall not be so terminated nor the Contractor charged with
resulting damage if:
a) The delay in the completion of the work arises from unforeseeable
causes beyond the control and without the fault or negligence of the
Contractor, including but not restricted to, acts of God, acts of the
public enemy, acts of the Board in either its sovereign or contractual
capacity, acts of another Contractor in the performance of a contract
with the Owner, fires, floods, epidemics, quarantine restrictions,
strikes, freight embargoes, unusually severe weather, or delays of
subcontractors or suppliers arising from unforeseeable causes beyond
the control and without the fault or negligence of both the Contractor
and such subcontractors or suppliers, and
_ b) The Contractor shall notify the Engineer in writing of the causes of
delay within fifteen (15) days from when the Contractor knew or ought
,,~„ to have known of any such delay.
(5) The Engineer will ascertain the facts and the extent of the delay and extend
the time for completing the work when, in its judgment, the findings of fact
justify such an extension, and its findings of fact shall be final and
conclusive.
(6) If after notice of termination of the Contract, it is determined for any reason
that the Contractor was not in default or that the delay was excusable, the
rights and obligations of the parties shall be the same as if the notice of
termination had been issued pursuant to the termination for convenience
clause.
(7) The rights and remedies of the Owner provided in this clause are in addition
to any other rights and remedies provided by law or under this Contract;
~ provided that damages for delay incurred by the Contractor shall be as
specified in this article.
6.5 Termination Of Contractor's Employment For The Convenience Of The
Owner
""' (1) The Owner may terminate this Contract whenever in its judgment the public
interest so requires by delivering to the Contractor a notice of termination
specifying the extent to which performance of work under the Contract is
terminated and the date upon which such termination becomes effective.
Upon receipt of the notice of termination, the Contractor shall act promptly to
minimize the expenses resulting from such termination. The Owner shall
~" pay the Contractor the sum of:
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00400-21
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~" a. the costs actually incurred up to the effective date of such termination,
e plus
b. the cost of settling and paying claims arising out of the termination of
work under subcontracts or orders exclusive of the amounts paid or
payable on account of supplies or materials delivered or services
furnished by the subcontractor prior to the effective date of the notice
of termination of work under this Contract, which amounts shall be
included in the cost on account of which payment is made under (1)
above.
c. the rate of profit and overhead on (1) and (2) as prescribed by this
Contract for change orders, provided, however, that if it appears that
the Contractor would have sustained a loss on the entire Contract had
it been competed, no profit shall be included or allowed under this
paragraph (3) and an appropriate adjustment shall be made reducing
the amount of the settlement to reflect the indicated rate of loss.
(2} In no event shall the Contractor's compensation exceed the total Contract
amount.
(3) The detailed estimate or amount of progress payments made to the
Contractor prior to the day termination was effective shall not be conclusive
evidence of costs incurred, but progress payments shall be offset against
any payment which the Owner makes to the Contractor as a result of such
termination.
6.6 Contractor's Default
The Contractor shall be declared in default if any of the following occur:
(1) if the Contractor fails to begin work when notified to do so by the Owner, or
(2) if the Contractor becomes insolvent, or
(3) if a petition of bankruptcy is filed by or against the Contractor, or
(4) if the work to be done under this contract shall be abandoned, or
(5) if this contract or any part thereof shall be subcontracted without the consent
of the Owner being first obtained in writing, or
(6) if this contract or any right, moneys or claim thereunder shall be assigned by
the Contractor otherwise than as herein specified, or
k:
00400-22
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~ (7) if, at any time, the Engineer shall be of the opinion that the conditions herein
specified as to the rate of progress are not fulfilled, or
(8) that the work or any part thereof is unnecessarily or unreasonably delayed,
or
(9) that the Contractor is not or has not been executing the contract in good
faith, or
(10) that the Contractor is violating any of the provisions of this contract;
The Owner, without prejudice to any other rights or remedy of said Owner, shall have
the right to declare the Contractor in default and so notify the Contractor by a written
notice, setting forth the ground or grounds upon which such default is declared and that
the Contractor shall discontinue the work, either as to a portion of the same or the whole
thereof. Upon receipt of the notice, the Contractor shall immediately discontinue all
further operations on the work or such portion thereof, leaving untouched all plant,
materials, equipment, tools and supplies.
6.7 Suspension Of Work
(1) The Engineer may order the Contractor, in writing, to suspend, delay, or
interrupt performance of all or any part of the work for a reasonable period of
time as it, in its sole discretion, may determine. The order shall contain the
reason or reasons for issuance which may include but shall not be limited to
the following: latent field conditions, substantial program revisions, civil
unrest, acts of God, failure to have a supervisor on site.
(2) Upon receipt of a suspension order, the Contractor shall, as soon as
practicable, cease performance of the work as ordered and take immediate
affirmative measures to protect such work from loss or damage.
(3) The Contractor specifically agrees that a suspension, interruption or delay of
the performance of the work pursuant to this article shall not increase the
cost of performance of the work of this Contract.
(4) A suspension order issued by the Engineer pursuant to this article shall have
a duration not to exceed thirty (30) calendar days. If the Contractor is not
directed to resume performance of the work affected by said suspension
order prior to the expiration of thirty (30) calendar days, the Contract shall be
automatically terminated for the convenience of the Owner and the
Contractor shall be reimbursed in accordance with the payment schedule.
00400-23
iii.
ARTICLE 7: INSPECTION AND ACCEPTANCE
7.1 Inspection
The Engineer or the Owner's representative will inspect and test the work at reasonable
times at the site, unless the Engineer determines to make an inspection or test at the
place of production, manufacture or shipment. Such inspection or test shall be
conclusive as to whether the material and workmanship inspected or tested conforms to
the requirements of the Contract. Such inspection or test shall not relieve the
Contractor of responsibility for damages to or loss of the material prior to acceptance,
nor in any way affect the continuing rights of the Engineer to reject the completed work.
7.2 Contractor's Obligation To Correct Defective Work
,,,,, (1) The Contractor shall, without charge, promptly correct any work which the
Engineer finds does not conform to the contract documents, unless in the
public interest the Owner consents to accept such work with an appropriate
r adjustment in the Contract sum. The Contractor shall promptly remove
rejected material from the premises.
(2) If the Contractor does not promptly correct rejected work including the work
of other Contractors destroyed or damaged by removal, replacement, or
correction, the Owner may:
a. correct such work and charge the cost thereof to the Contractor; or
b. terminate the Contract in accordance with the section on termination in
the General Conditions.
(3) The Contractor shall furnish promptly and without additional charge all
facilities, labor and material reasonably needed to perform in a safe and
convenient manner such inspections and tests as the Engineer requires.
(4) The Contractor shall promptly correct work rejected by the Engineer or
failing to conform to the requirements of the contract documents, whether
observed before or after substantial completion and whether or not
fabricated, installed or completed. The Contractor shall bear costs of
correcting such rejected work, including additional testing and inspections
and compensation for the Engineer's services and expenses made
necessary thereby.
7.3 Progress Reports
The Contractor shall keep the Engineer informed of the progress of its work and
particularly when it intends to cover work not yet inspected or tested. When the work is
not progressed continuously, except for weekends and holidays, the Contractor shall
00400-24
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A"` notify the Engineer again each time before resuming work. Twenty-four hours notice
shall be given. All inspection and tests by the Engineer shall be performed in a manner
not to unreasonably delay the work. The Contractor shall be charged with any
additional cost of inspection when the work is not ready for inspection by the Engineer
at the time stated by the Contractor or agreed to by the Engineer and Contractor.
7.4 Inspection Prior To Acceptance
(1) If the Contractor covers its work prior to allowing inspections and tests by the
Engineer, the Contractor shall promptly uncover and make ready all such
areas for inspections and tests, and the Contractor shall be liable for and
charged with any and all additional associated costs.
(2) At any time before acceptance, of the entire work, should the Engineer
determine to examine work already completed by removing, uncovering or
testing the same, the Contractor shall, on request, promptly furnish all
necessary facilities, labor and materials to conduct such inspection,
examination or test. If such work is found to be defective or nonconforming
in any material respect, the Contractor shall pay all the expenses of such
examination and satisfactory reconstruction. If the work is found to meet the
requirements of the contract documents, the Owner shall compensate the
Contractor for the additional services involved in such examination and
reconstruction and if completion of the work has been delayed thereby, it
shall, in addition, grant the Contractor a suitable extension of time.
(3) No previous inspection or certificates of payment or final payment shall
relieve the Contractor from the obligation to perform the work in accordance
with the Contract Documents. In the event that the Contractor has in any
way failed to comply with the Contract Documents, the final payment shall
not act to relieve the Contractor of its responsibility to comply with the
Contract Documents.
ire.
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~ ARTICLE 8: PAYMENTS
8.1 Payment
For the Contractor's complete performance of the work, the Owner will pay, and the
~ Contractor agrees to accept, subject to the terms and conditions hereof, the total of the
lump sum prices and the unit prices at which this Contract was awarded, plus the
amount required to be paid for any extra work ordered by the Engineer under Article 5,
,,, less credit for any work omitted pursuant to Article 5.
8.2 Progress Payments
(1) Before the first Application for Payment, the Contractor shall submit to the
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 Engineer may require. This schedule, unless objected to by
the Engineer, shall be used as a basis for reviewing the Contractor's
Application far Payment.
(2) The Owner will make monthly progress payments on account of this
Contract, on or after the fifteenth (15th) of each month, whenever the
monthly estimate of the Contractor, as approved by the Engineer, shows that
the fair value of the work completed during the previous month exceeds one
thousand dollars ($1,000.00).
(3) Payment will be in an amount equal to ninety-five percent (95%) of the value
of the work completed less the aggregate of all previous payments.
(4) Payment requests shall be made on a form approved by the Engineer and
shall be submitted by the first business day of the month in which payment is
scheduled to be made. Payment requests shall be approved, changed or
rejected by the Engineer at least three (3) days prior to the date upon which
payment is scheduled to be made.
(5) It is the responsibility of the Contractor to prove all quantities of labor and
materials submitted for payment to the reasonable satisfaction of the
Engineer.
(6) When submitting payment requests, Contractor shall certify with each
request that all subcontractors, suppliers and laborers have been paid in full
(less 5% retainage) up to the date of the request. No payments will be made
by the Owner without this certification.
(7) All materials and work covered by progress payments shall become the
property of the Owner; however, such payments made to the Contractor
00400-26
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shall not be construed as acceptance by the Owner of any work or materials
not in accordance with the Plans and Specifications.
(8) Requests for payment may also include an allowance for the cost of major
materials and equipment which are delivered and suitably stored at the site
or near the site.
~.
8.3 Substantial Completion
(1) When the work or major portions thereof are substantially completed, the
Contractor may submit a request for payment of the remaining amount of the
contract amount. Upon receipt of such request for payment, the Engineer
shall make an inspection and identify all work that is incomplete or otherwise
not ready for final acceptance. The Owner shall approve and promptly pay
the remaining amount of the contract balance less two times the value of any
remaining items to be completed (as identified in the Engineer's Certificate of
Substantial Completion) and an amount necessary to satisfy any claims,
liens or judgments against the Contractor which have not been suitably
discharged. The Certificate of Substantial Completion may also assign
responsibilities for security, maintenance, damage to the work, insurance,
etc. The Certificate shall fix the time within which the Contractor shall
complete all items listed as being incomplete or otherwise not ready for final
acceptance.
(2) As the remaining items of work (as identified in the Engineer's Certificate of
Substantial Completion) are satisfactorily completed or corrected, the
Contractor may prepare a request for payment, but not more often than
monthly, for any such work. The Owner shall pay as in paragraph 8.2.
above.
8.4 Final Payment
(1) Within thirty (30) days after receiving notice from the Contractor of
completion of all of the work and submission of satisfactory evidence- of
having repaired any and all damage to public or privately owned properties
resulting from, but not a part of, the work under this contract, the Engineer
will cause a final inspection to be made for approval of all the work done
under this contract. If upon such inspection the Engineer determines that no
further work is to be done, the Owner will issue a Certificate of Completion to
the Contractor for the work done under this contract.
(2) As a condition precedent to receiving final payment therefore, the Contractor
shall submit verified statements similar to those required under paragraph
8.2.5. and shall also submit proof of title to the materials and equipment
covered by the contract.
00400-27
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(3) The Contractor shall also, prior to the request for final payment, supply to the
Owner, affidavits and certificates of payment for labor, material and
equipment (where applicable).
(4) The Owner will, not later than thirty (30) .days after the final acceptance of
the work under this Contract, pay the Contractor the entire sum so found due
thereunder after deduction of all previous payments. It is mutually agreed
that all prior payments having been based on estimates made solely to
enable the Contractor to prosecute the work advantageously, the final
payment will be subject to such corrections as may be found necessary to
bring the total payments into agreement with the contract price.
8.5 Acceptance Of Final Payment
(1) The acceptance by the Contractor or by anyone claiming by or through him
of the final payment shall operate as and shall be a release to the Owner
and every officer and agent thereof, from any and all claims and all liability to
the Contractor for any thing done or furnished in connection with this work or
project and for any act or neglect of the Owner or of any others relating to or
affecting the work. No payment, however, final or otherwise shall operate to
release the Contractor or its sureties from any obligations under this contract
or the performance bond.
(2) As a condition precedent to receiving final payment, the Contractor shall
submit AIA forms (or similar) G706 Contractor's Affidavit of Payment of
Debts and Claims, G706A Contractors Affidavit of Release of Liens, and
G707 Consent of Surety to Final Payment.
(3) The Contractor will also, prior to request for final payment, supply to the
Owner, affidavits and certificates of payment for labor, material and
equipment (where applicable).
r"' 8.6 Contract Quantities
The quantities actually required to complete the contract work may be less or more than
estimated, and, if so, no action for damages or for loss of profits shall accrue to the
Contractor by reason thereof. For unit price contracts, a change order may be prepared
to bring the actual and estimated quantities and values into agreement.
8.7 Maintenance And Guarantee
(1) The Contractor shall remedy all defects, paying the cost of any damage to
other work resulting therefrom, which shall appear within a period of one
year from the date of completion as evidenced by the Owner's Certificate of
Completion. The Contractor shall, for this period, indemnify and hold
harmless the Owner, its officers, and agents from any injury done to property
00400-28
~` or persons as direct or alleged result of imperfections in its work or any other
claims, actions or proceedings and the Contractor shall immediately assume
and take charge of the defense of such action or suits in like manner and to
all intents and purposes as if said actions and suits had been brought
directly against the Contractor.
(Z) A Maintenance Bond, in a form acceptable to the Owner, shall be
provided by the Contractor for a period of one (1) year from the Written
Notice of Completion.
(3) If the Contractor shall fail to repair, replace, rebuild or restore such defective
or damaged work promptly after receiving notice given by the Engineer not
later than ten (10) days subsequent to the expiration of the one year period,
the Owner shall have the right to have the work done by others and to
deduct the cost thereof from the amount retained hereunder. The balance, if
any, shall be returned to the Contractor at the end of the one year guarantee
period without interest. If the amount so retained be insufficient to cover the
cost of such work, the Contractor shall be liable to pay such deficiency on
demand by the Owner.
8.8 No Estoppel
The Owner or any department, officer, agent, or employee thereof, shall not be bound,
precluded, or estopped by any acceptance, return certificate or payment made or given
under or in connection with this Contract by the Owner, at any time, either before or
after final completion and acceptance of the work and payment therefore:
(1) showing the true and correct classification amount, quality or character of
the work done and materials furnished by the Contractor or any other person
under this agreement, or from showing at any time that any such
acceptance, return certificate or payment is untrue, incorrect, or improperly
made in any particular, or that the work or any part thereof does not in fact
conform to the requirements of the contract documents, or
(2) from demanding and recovering from the Contractor any overpayment made
to him or such damages as it may sustain by reason of its failure to comply
with the requirements of the contract documents, or
(3) both 1 and 2 above.
~.
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~" ARTICLE 9: BONDS AND INSURANCE
9.1 Contract Security
If at any time the Owner shall have become dissatisfied with any surety or sureties then
upon the performance bond or if for any other reason such bond shall cease to be
adequate security for the Owner, the Contractor shall, within five (5) days after notice
from the Owner's attorney to do so, substitute an acceptable bond in such form and
amount and signed by such other surety as may be satisfactory to the Owner's attorney.
The premiums on all bonds shall be paid by the Contractor. No further payments shall
be deemed due nor shall be made until the new surety shall have been qualified.
9.2 Insurance
Contractor shall secure and maintain during the life of this contract, including any
guarantee period, the following insurance:
COMMERCIAL GENERAL LIABILITY INSURANCE
1. Bodily Injury and Property Damage $2,000,000 per/occurrence
iii $2,000.000 aggregate
2. Products and Completed Operations $2,000,000
Medical Payments $5,000
r• 3. Coverages to include but not limited to:
(a.) Blanket contractual
(b.) Broad Form Property damage
(c.) Fire Legal Liability
4. Conditions:
- (a.) Owner to be listed as additional named insured on a primary, non-
. contributory basis.
(b.} Insurance to be provided by Carrier with a rating no less than "A" as
rated by A. M. Best. Co.
"" (c.) All Liability insurance is to be issued on an occurrence basis.
AUTOMOBILE LIABILITY INSURANCE
WORKERS COMPENSATION INSURANCE
1. Combined single limit $2,000,000
1. Limits Statutory
2. Employers Liability $1,000,000
EXCESS LIABILITY INSURANCE
1. Limit
$5,ooa,ooo
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(1) A Certificate of Insurance shall be delivered to the Town at the time of
Contract signing and prior to the commencement of the work, evidence that
such insurance is in place and in full force and effect.
(2) Prior to cancellation or material change in any policy, a thirty (30) day notice
shall be given to the Town Clerk by registered mail, return receipt requested,
at the address listed below:
Town Clerk
Town of Wappinger
20 Middlebush Road
Wappingers Falls, NY 12590
(3) Upon receipt of such notice the Owner shall have the option to cancel the
Agreement without further expense or liability to the Owner, or to require the
Contractor to replace the cancelled insurance policy, or rectify any material
change in the policy, so that the insurance coverage required is maintained
continuously throughout the term of the Agreement in form and substance
acceptable to the Owner. Failure of the Contractor to take out or to
maintain, or the taking out or maintenance of any required insurance, shall
not relieve the Contractor from any liability under the Contract, nor shall the
insurance requirements be construed to conflict with the obligations of the
Contractor concerning indemnification.
(4) All property losses shall be made payable to and adjusted with the Owner.
(5) All insurance policies referred to above shall be underwritten by companies
authorized to do business in the State of New York and acceptable to the
Owner.
(6) In the event that claims in excess of these amounts are filed by reason of
~ any operations under the Agreement, the amount of excess of such claims,
or any portion thereof, may be withheld from payment due or to become due
the Contractor until such time as the Contractor shall furnish such additional
'~ security concerning such claims as may be determined. by the Owner.
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~"" ARTICLE 10: MISCELLANEOUS PROVISIONS
10.1 Compliance With Codes And Laws
(1) All work performed under this contract shall be according to the highest
standards of the trades involved, and shall conform to the requirements of
`" any utilities, and any and all federal, State and local laws, codes, ordinances
and statutes as may be in effect at the time of bid opening.
`" (2) This shall not be construed as relieving the Contractor from complying with
any of the requirements of the plans and specifications which may be in
excess of the requirements mentioned herein.
(3) The organization or arrangement of the plans and specifications shall not
,, operate to define or establish the work to be performed by any trade or
subcontractor.
10.2 Service Of Notices
~(1) The Contractor hereby designates the business address specified in its bid
~„ as the place where all notices, directions or other communications to the
Contractor may be delivered, or to which they may be mailed. Actual
delivery of any such notice, direction or communication to the aforesaid
place, or depositing it in a postpaid wrapper addressed thereto in any post-
office box regularly maintained by the United States Postal Service, shall be
conclusively deemed to be sufficient service thereof upon the Contractor as
~„ of the date of such delivery or deposit.
(2) Such address may be changed at any time by an instrument. in writing
executed and acknowledged by the Contractor and delivered to and
receipted for, in writing by the Engineer.
(3) Nothing herein contained shall, however, be deemed to preclude or render
inoperative the service of any notice, direction or other communication upon
the Contractor personally, or, if the Contractor be a corporation, upon any
officer or director thereof.
10.3 Labor Standards
(1) The Contractor and its subcontractors shall comply with all local, State and
federal rules, including, but not limited to the Occupational Safety and Health
Act of 1970, the Contract Work Hours and Safety Standards Act, and the
New York State Labor Law with respect to hours of work, posting of notices,
deductions in wages, and apprenticeship training programs.
00400-32
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~"" (2} The Contractor and subcontractors, if any, shall keep the following
information records on the site of this public works project:
a. Record of hours worked by each workman, laborer and mechanic
on each day.
b. Schedule of occupation or occupations at which each workman,
laborer, and mechanic on the project is employed during each work
day and week.
Schedule of hourly wage rates paid to each workman, laborer, and
c.
.
mechanic for each occupation.
d. Schedule of hours that each piece of major equipment is being
actually operated each day.
e. Preference in employment shall be shown to residents of the State
of New York who have been residents for a least six (6)
consecutive months immediately prior to the commencement of
,,P their employment. Each person so employed in the construction of
public works shall furnish satisfactory proof of residence in
accordance with the rule adopted by the Industrial Commissioner,
i. and each Contractor and subcontractor shall keep a list of its
employees, stating whether they are residents of the State of New
York, native born citizens or naturalized, and, in case of
naturalization, the date thereof, and the name of the court in which
granted.
.r. Payment of wages earned by employees upon public works shall
be as covered by Section 220 and 220-D of the Labor Law.
Insurance against accident for all persons employed shall be as
provided by the Workers Compensation Laws of the State of New
York.
f. The Contractor shall comply with all requirements of the State
Labor Law applicable to contracts on behalf of a municipality for the
_ construction, alteration or repair of any public building or public
work, including particularly, but without limitation of the foregoing,
the provisions relating to hours and wages, discrimination on
account of race or color and preference in employment to citizens
of the State of New York.
~'" The Contractor shall indemnify and save harmless the Town from
any claim alleging a violation of the labor laws of the State of New
York, including but not (invited to the Contractor's obligation to pay
prevailing wage.
g. Article 8, Section 220 of the Labor Law, as amended by Chapter
750 of the Laws of 1956, provides, among other things, that it shall
be the duty of the fiscal officer to make a determination of the
schedule of employed on public work projects. The amount for
w
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supplements fisted on the enclosed schedule (see Appendix A)
does not necessarily include all types of prevailing supplements in
the locality, and a future determination of the Industrial
Commissioner may require the Contractor to provide additional
supplements. .
The Contract shall make provision for disability benefits, workers
compensation, unemployment insurance and social security, as
required by law.
h. The Contractor shall comply with all provisions of the Patriot Act
and all requirements of the Internal Revenue Service and the
Immigration and Naturalization Service with respect to any of its
employees or subcontractor employees.
10.4 Record-Keeping Requirement
The Contractor shall establish and maintain complete and accurate books, records,
payroll records, documents, accounts and other evidence directly pertinent to
performance under this contract for a period of six (6) years following final payment or
the termination of this contract, whichever is later, and any extensions thereto. The
Engineer or any other person or entity authorized to conduct an examination, as well as
the agency or agencies involved in this contract, shall have access to such books,
records, documents, accounts and other evidential material during the contract term,
extensions thereof and said six (6) year period thereafter for the purposes of inspection,
auditing and copying. "Termination of this contract", as used in this clause, shall mean
the later of completion of the work of the contract or the end date of the term stated in
the contract.
10.5 Non-Assignment Clause
This contract may not be assigned by the Contractor or its right, title or interest therein
assigned, transferred, conveyed, subcontracted or otherwise disposed of without the
""' previous consent, in writing, of the Owner and any attempts to assign the contract
without the Owner's written consent are null and void. The Contractor may assign its
rights to receive payment with the Owner's prior written consent.
10.6 Non-Collusive Bidding Requirements
Contractor warrants, under penalty of perjury, that its bid was arrived at independently
and without collusion aimed at restricting competition. Contractor further warrants that,
at the time Contractor submitted its bid, an authorized and responsible person executed
and delivered to the Owner a Certification of Non-Collusion by Bidders on Contractor's
behalf.
10.7 Wage And Hours Provisions
fir.
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Neither Contractor's employees nor the employees of its subcontractors may be
required or permitted to work more than the number of hours or days, except as
otherwise provided in the Labor Law and as set forth in prevailing wage and supplement
schedules issued by the State Labor Department. Furthermore, Contractor and its
subcontractors must pay at least the prevailing wage rate and pay or provide the
prevailing supplements, including the premium rates for overtime pay, as determined by
the State Labor Department in accordance with the Labor Law.
10.8 Workers' Compensation Benefits
This Contract shall be void and of no effect unless the Contractor shall provide and
maintain coverage during the life of this contract for the benefit of such employees as
are required to be covered by the provisions of the Workers' Compensation Law. The
Contractor agrees to defend, indemnify and hold harmless the Owner for any actions
~, arising from injuries to the Contractor's employees, even if caused in whole or in part by
Owner's negligence.
10.9 Nondiscrimination Requirements
The Contractor shall not discriminate against any employee or applicant for employment
,,, because of race, creed, color, sex or national origin: The Contractor shall take
affirmative action to insure that all employees are employed, and that employees are
treated equally during employment, without regard to their race, creed, color, sex or
.r. national origin.
10.10 Archaeological Salvage
Whenever during the course of construction, historical objects are encountered, such
objects shall not be moved or destroyed. Work shall be stopped and re-scheduled to
avoid disturbing such areas and the Engineer shall be notified immediately. The
Engineer will then contact the New York State Office of Parks, Recreation and Historic
Preservation, who will issue instructional procedures which will govern continuation of
work in the affected area.
-END OF SECTION-
00400-35
PROPOSAL FOR
TOWN OF WAPPINGER
UNITED WAPPINGER WATER DISTRICT
WATER MAIN EXTENSION TO CHELSEA HAMLET
CONTRACT NO. 13-006
DIVISION 500
SPECIAL CONDITIONS
PREPARED BY:
MORRIS ASSOCIATES
ENGINEERING CONSULTANTS, PLLC
9 ELKS LANE
POUGHKEEPSIE, NEW YORK 12601
JULY 2013
REVISED FEBRUARY 2014
MA#: W21215.11
i
SECTION 00800 -SPECIAL CONDITIONS
ITEM 1.0 WATER TRANSMISSION AND DISTRIBUTION FACILITIES
PART ONE -GENERAL
1.1 GENERAL
It shall be the responsibility of the Contractor to furnish and install all work described
herein and in accordance with all provisions of Contract 13-006, plans, drawings,
'"'" and specifications.
The plans and specifications are intended to complement each other and any detail
'~" or item shown on one, but not the other, shall be assumed to be shown on both and
shall be binding as if called for by all.
When a conflict appears between the two, it shall be assumed that the higher
quality item or method will take precedent. While the plans and specifications are
assumed to be complete in all major items and details, it is assumed that the
Contractor is competent and expert in their field; therefore no effort has been made
to show each and every detail or item required for a complete installation.
1.11 State Wage Rate Determination
A. The New York State Wage Rate determination for this project is in the
construction bid documents. State wage rates re-determined in
accordance with the law will be re-transmitted to the Contractor
following receipt by the Owner, and will become a part of this Contract
at no cost to the Owner.
„~ 1.12 Safety and Health Regulations
A. The Contractor shall comply with the Department of Labor Safety and
;,~„ Health Regulations for construction promulgated under the
Occupational Safety and Health Act of 1970 (PL 91-596) and under
Section 107 of the Contract Work Hours and Safety Standards Act
(PL 91-54).
B. The attention of the contractor is directed to the provisions of Section
4(B)(4) of the Occupational Safety and Health Act of 1970.
1.2 SITE INSPECTION
Contractors shall inspect the project sites prior to submitting a bid proposal.
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1.3 INSTALLATION
All distribution main and related appurtenances shall be installed by mechanics that
are skilled in this line of work and strict adherence to "state of the art" practices in
this field of endeavor must be followed.
A. The Contractor shall furnish all manpower, materials, tools and equipment
necessary to provide a complete installation. The installation shall be made
in strict accordance with any manufacturer's recommendation. This will
include, but not be limited to the following:
r 1. System layout including horizontal and vertical alignment as shown on
the Contract Plans. Horizontal and vertical bends shall not exceed 45
degrees, unless otherwise approved by the Engineer.. Some bends
have been labeled on the Contract Plans for informational purposes;
however no effort has been-made to label each and every bend.
2. Sitework including clearing and grubbing, stripping and stockpiling of
topsoil, bulk fill, stockpiling and protection of construction materials
and supplies., disposal of excess spoil material and soil erosion and
sedimentation control.
3. Construction of the water mains and fittings, including excavation and
backfill as shown on the plans and specifications.
4. Construction of all required water system appurtenances including
valves, hydrants, vaults, end caps and all necessary appurtenant
items.
5. Construction of individual service connections of the size, type and in
the general location as shown in the contract plans. The service
connection size shall be 3/", unless otherwise shown on the Contract
plans. The general locations of the service connections are shown in
the Contract plans, which are subject to field revisions. The
Contractor shall review and confirm the location of each service
connection with the property owner prior to installation.
6. Traffic maintenance and protection (vehicular and pedestrian)
including barricades, detours and flag persons.
7. Furnishing all spare parts, equipment and materials as identified in
the contract documents.
8. Restoration of all surfaces, including grass, sod, driving surfaces,
"" sidewalks, curbs, gutters, stone walls, landscaped areas, pavement
markings, embankments and other existing surfaces as required by
the contract or equivalent to the original condition as nearly as
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possible.
9. Testing of all construction in accordance with these specifications.
.. 10. Record drawings indicating the finished locations of the improvements
with elevations and measured distances to evident physical features
shown on the plans.
11. Identification and protection of all existing utilities, underground or
overhead which may be affected by the work.
12. Identification of any easements and restrictions within such
easements, if any.
B. While performing work in hazardous areas, the Contractor shall exercise
every precaution by using spark-proof tools, explosion-proof temporary
lighting equipment, and other explosion-proof equipment. Smoking, welding,
the use of open flames, or any other potentially hazardous act or operation is
expressly forbidden, and the Contractor shall so inform his employees,
agents and other personnel, both in writing and orally, and shall post
prominent signs to that effect ~in the area. There shall be installed,
maintained, and periodically inspected sufficient fire-fighting equipment of
suitable types to provide ample fire-fighting protection in the hazardous
locations for any type of fire which might occur therein. The equipment shall
always be filled, in good condition,. and in readily accessible locations.
Carbon tetrachloride, methyl bromide and other toxic chemical extinguishers
shall not be used. The use of gasoline, butane, or propane-powered
equipment in hazardous locations is prohibited.
1.4 EXPERIENCE
,,, The Contractor shall have a minimum of five (5) years of documented experience in
the installation of the water distribution mains and shall have worked on a minimum
of five (5) separate water distribution main projects. The documented experience
,,, shall include work on water distribution main projects involving the use of 12" or
greater ductile iron water main piping.
1.5 SITE FACILITIES
The Contractor shall be responsible for providing sanitary facilities and drinking
ar water for his staff and crew. The Owner will provide at no cost to the Contractor
supply water for flushing purposes for the initia{ disinfection testing only; any
required retesting supply water shall be the responsibility of the Contractor. The
~• Contractor shall be responsible for providing all other water required in the
performance of the work of this contract and shall be responsible for disposal of all
flushing water.
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1.6 PERMITS AND EASEMENTS
Contractor shall be responsible for obtaining and complying with all New York State,
Dutchess County and local highway permits required for the project and satisfying
all conditions of these permits, including Dutchess County Department of Public
Works and Town of Wappinger Highway Permits. The Contractor shall post any
bonds and insurance required for the permits, and shall pay the cost of any required
County and/or Town resident supervision, fees required by the permits. The
Contractor shall obtain any signs, orders or other documents required to be
displayed at the work site in conformance with the permits. In order to complete the
project within the specified time periods, the Contractor shall submit a permit
application within 20 days of the notice to proceed.
Blasting within the County R.O.W. areas will be restricted and will be subject to
'~" review and approval of the Dutchess County Department of Public Works as part
of their Highway Permit Requirements.
As part of the Dutchess County Department of Public Works requirements, the
Owner will be responsible for any cleaning of the existing outfall pipe located
along Market Street.
- Contractor shall be responsible for complying with all easement conditions. The
easement areas are along private property and shall not be accessed by the
Contractor without first obtaining permission and scheduling a field visit with the
Engineer. Any Contractors found to be accessing the private properties without
first obtaining permission may be subject to disqualification from bidding on this
project.
~„ Contractor shall use utmost care in protecting all existing trees and shrubs
_ including areas of easements on private properties. Contractor shall be
responsible for replacement of any protected tree or shrub damaged to equal or
~, better than existing conditions. The contractor shall repave any drive areas
affected by construction activities to equal or better than existing conditions.
,,,. Whenever during the course of construction, historical objects are encountered,
such objects shall not be moved or destroyed. Work shall be stopped and re-
scheduled to avoid disturbing such areas and the Engineer shall be notified
immediately. The Engineer will then contact Archaeological/Cultural Resource,
Technical Services, New York State Department of Environmental Conservation
at 518-457-3811, who will issue instructional procedures, which will govern
continuation of work in the affected area.
The Contractor shall be required to comply with all NYSDEC SPDES General
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Permit requirements for Stormwater Discharges from Construction Activity (GP-
0-10-001}. The Owner and/or Engineer shall file a completed Notice of Intent
~ (NOI} with the DEC as required, utilizing the Contract Documents developed for
this project.
1.7 WORKING HOURS
A significant portion of the water main extension is proposed to be completed in
predominately residential areas. The acceptable working hours for this project shall
""" be from 8:00 AM to 5:00 PM along Town roads Monday through Friday, unless
otherwise authorized by the Engineer. Work hours along County Roads shall be set
by permit or other written manner issued by the County; or as directed by the
~"' Engineer.
i"" 1.8 TRAFFIC AND SITE MAINTENANCE
During the period of construction and until construction is completed, to the
satisfaction of the Engineer, the Contractor shall maintain traffic, provide
flagpersons, place adequate signs, barricades and lights, all in accordance with the
standards of New York State Traffic Commission Manual of Uniform Traffic Control
Devices, Subchapter G. Utmost care must be taken to keep vehicular traffic moving
with as little disruption as possible. If, at any time, there is a disagreement as to
adequacy of safety precautions exercised by the Contractor, the Engineer's decision
shall be final.
The Contractor, at all times, shall maintain streets and thoroughfares in such
condition as to provide ready access to business establishments and residences.
When necessary, suitable bridges shall be constructed over trenches for
pedestrians and vehicular traffic. All such temporary structures shall be safe in all
respects, and the Contractor shall be liable for any damages or injuries resulting
from this work. The contractor shall ascertain the evenings on which the business
establishments are open in the section where work under this Contract is being
performed, and shall clean up and prepare the business section for the usual
activities on those evenings.
The Contractor, at all times, shall maintain access for emergency vehicles at all
crossings. ff the Contractor constructs a detour, he/she must first obtain the
w. approval of the Owner with respect to the timing, routing and delineation of the
detour. Flagpersons, adequate signs, lights, etc., shall be provided and maintained
at such detour at no cost to the Owner.
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~" 1.9 MINIMIZING DISTURBANCE TO ADJACENT LANDOWNERS
A. Contractor shall promptly complete work in each section of the properties
~" being worked on. Contractor shall not leave equipment in the parking areas
of businesses. Contractor shall not block access of customers to commercial
sites and parking areas. Contractor shall stay within the existing County and
~ Town Right of Ways to allow access to the work area and completion of
work.
- B. Where work will take place within easements on private property, the
Contractor must take the utmost-care to stay within the easement area,
coordinate with the property owner as needed, maintain a neat and orderly
work site, and ensure that the property, including walkways, plantings,
driveways, mailboxes, ornamental items and appurtenances are restored
with materials matching its original condition to the maximum extent possible.
1.10 TIME FOR PERFORMANCE AND ORDER OF WORK
The time for completion of the project shall be as indicated in the Division 300
~„ Contract Agreement Section. The order of work should be completed to minimize
this time required for completing the overall project.
1.11 ELIMINATION Of WORK
Owner reserves the right to modify or eliminate any section of the work. If
Contractor is notified that certain work under the contract has been eliminated,
substantial completion shall be determined based upon the work that remains under
the contract.
1.12 SHOP DRAWINGS
+~+ Where the nature of the work of the Contract makes it necessary, or as required by
the Engineer, the Contractor shall submit scale and full size shop drawings of the
work for review by the Engineer. The shop drawings shall be complete in every
~' detail and show any and all other necessary information in accordance with usual
trade practice as particularly required for any special purposes.
The Contractor shall thoroughly check all shop drawings of the various trades for
measurements, sizes of members, materials and details to make sure that they
conform to the intent of the plans and specifications and for any and all other
contract requirements. Drawings found to be inaccurate or otherwise in error shall
be made correct. Shop drawings prepared by or under the direction of the
Contractor shall be checked for accuracy and contract requirements by the
Contractor before being forwarded to the Engineer. Shop drawings not so checked
and noted will be returned to the Contractor without being examined by the
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Engineer. All measurements shall be verified at the building and/or structures.
Shop drawings shall be either catalog cuts or drawings showing construction details.
The details required will vary but should include dimensions, sizes, type of material,
finish, fabrication notes, special care or handling requirements, supplier or vendor
name, contract, item number, name of company supplying drawing, date, revision
and other information to identify and evaluate the item described. All shop drawings
to be submitted shall be identified by a numbering system consisting of the Contract
Number-Date-Specification Number -Submittal Number (Example: 01-01-
09/01/01-02110-1 ). In addition, a signed statement indicating that each shop
drawing has been reviewed and is in conformance to the Contract plans shall be
supplied by the Contractor.
The Engineer shall promptly review submitted shop drawings, as an aid to the
'~"' Contractor but review of drawings by the Engineer shall not relieve the Contractor
for the proper performance of the work without additional cost to the Owner,
whether or not the work was installed in accordance with drawings reviewed by the
'" Engineer. Shop drawings will be reviewed for design and general arrangement
only.
.M
Within seven (7) days of the Notice to Proceed, the Contractor shall submit a list of
the proposed items to be used in this project, including the name of the
~,,, manufacturer or trade name, make and model number and relevant product data.
After review and comment by the Engineer, six (6) sets of shop drawings and one
(1) electronic copy shall be submitted. Four (4) sets and one (1 }electronic copy will
~„ be returned to the Contractor.
Drawings will be reviewed and stamped by the Engineer as follows:
A. "No Exception Taken", If no change or rejection is made.
B. "Make Corrections Noted", If minor changes or additions are made but
resubmittal is not necessary.
C. "Revise and Resubmit", If changes requested are substantial or if
retransmittal is considered necessary. The Contractor shall resubmit six (6)
sets and one (1) electronic copy of revised shop drawings for review.
D. "Rejected", If the submittal cannot meet approval with reasonable revisions
"' or is not in compliance.
One (1) complete set of shop drawings stamped either as "No Exception Taken" or
`~" as "Make Corrections Noted" shall be submitted with the final record drawings. A
set of shop drawings stamped either as No Exception Taken" or as "Make
Corrections Noted" shall be maintained at the construction site at all times.
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1.13 STAGING AREA
Town owned staging areas, except with Right of Ways will not be provided. Further
information will be provided at the pre-bid meeting.
1.14 EXISTING UTILITIES
~'^' There are a. number of existing overhead and underground utilities present
throughout the project site, including existing water, sewer and gas lines, along with
water, sewer and gas services. The Contract Plans indicate the approximate
location of existing known underground facilities; however, no warranty is made or
implied regarding the exact location of such facilities.
The Contractor shall verify the location of all utilities, protect these utilities during the
construction of the water distribution system and insure that adequate separation
distances are provided. The Contractor shall contact the Underground Facilities
"` Protective Organization (UFPO} at 1-800-962-7962 before commencing any
construction activities.
1.15 MEASUREMENT AND PAYMENT
A. General
The quantity to be paid under this item will be for completing the water
transmission and distribution facilities and related appurtenances as set forth
in the plans, drawings, and specifications relating to this contract.
Payments to the Contractor shall be made on the basis of the Bid Form as
full and complete payment for furnishing all materials, labor, tools and
~„ equipment, and for performing all operations necessary to complete the work
included in the Contract Documents. Such compensation shall also include
payments for any loss or damages arising directly or indirectly from the work,
~,,,, or from any discrepancies between the actual quantities of work and those
shown in the Contract Documents, orfrom any unforeseen difficulties, which
may be encountered during the prosecution of the work until the final
rw acceptance by the Owner.
The prices stated in the Bid Form include all costs and expenses for taxes,
r. ~ labor, equipment, materials, commissions, transportation charges and
expenses, patent fees and royalties, labor for handling materials during
inspection, together with any and all othercosts and expenses for performing
+rr
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and completing the work as shown on the details specified herein. The
"Basis of Payment" for an item at the price shown in the Bid Form shall be in
accordance with its description of the item in this Section and as related to
the work specified. Unit prices will be applied to the actual quantities
furnished in conformance with the Contract Documents.
Payments for all work completed under this contract will be made in
accordance with the provisions of the Information to Bidders on the basis of
+~ the specific provisions of this Section of the Specifications The quantities
stated in the Bid Form are approximate only and are intended to serve as the
basis for the comparison of bids.
The Contractor's attention is called to the fact that the quotations for the
'' various items of work are intended to establish a total price for completing
""" the work in its entirety. Should the Contractor feel that the cost for any item
of work has not been established in the Bid Form or this Section, the cost for
that Work shall be included in some other applicable Bid Item, so that the Bid
'~" Form for the project reflects the total price for completing the work in its
entirety.
The quantities for payment under this Contract shall be full compensation
determined by actual measurement of the completed items, in place, ready
for service and accepted by the Owner unless otherwise specified. The
Engineer will witness all field measurements.
''' The Owner does not expressly or impliedly agree that the actual amount of
~` the work to be done on the final contract amount in the performance of the
contract will correspond with the quantities in the Bid Form; the amount of
work to be done may be more or less than the said quantities and may be
~` increased or decreased by the Owner as circumstances may require. The
increase or decrease of any quantity shall not be regarded as grounds for an
increase in the unit price or in the time allowed for the completion of the
work, except as provided in the Contract Documents.
The Owner will not provide any payment for stored materials. It is intended
that all work required to complete this Contract will be included in the various
bid items as described in the following paragraphs.
B. Item No. 1 -Mobilization/Demobilization
1A -Mobilization
1 B -Bonds
1 C -insurance
1 D -Permits
1 E -Photographic Documents
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1 F -Submittals
1 G -Temporary Construction Services
1 H -Survey and Construction Layout
11 -Close out Documentation
1 J -Demobilization
1. Scope of Work
The Contractor shall set up the necessary storage areas, office and
such sanitary and other facilities as required by local or state law or
regulation. The cost of fulfilling the requirements, including required
material or equipment submittals, shop drawings, construction
photographs, survey and construction layout, miscellaneous paper
work, insurance and bonds, required permits, temporary facilities and
controls, execution requirements, close out documentation (record
drawings, test reports) and/or any initiation or restoration of the
Contract work.
Work required under this item includes, but is not limited to, the
following specification sections:
..
• Contract and Bond Requirements as described in Divisions 300
and 400.
• Field Engineering (Section 01050)
• Construction Photographs (Section 01380)
• Construction Facilities and Temporary Utilities (Section 01500)
• Temporary Controls (Section 01560)
• Contract Closeout (Section 01700)
2. Payment
The Contractor shall submit an itemized schedule breakdown of his
estimated costs of lump sum items, for approval by the Engineer. The
total costs under this item shall not exceed 5% of the total bid price.
Payment to the Contractor shall be made in accordance with the
approved lump sum breakdown.
+wr
C. Item No. 2 -Water Main
2A- 12" Main Town Road
2B- 8" Main Town Road
"" 2C- 8" Main Off Road
2D- 8" Main Off Road County R.O.W.
2E- 12" Main K-Crete
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2F- 8" Main K-Crete
1. Scope of Work
The Contractor shall furnish all materials, labor -and equipment
required to install pipe complete for service, as called for in contract
documents, including, but not limited to, the following:
• Temporary Truck Access Ways
• Clearing and Grubbing, including removal of trees less than 12" in
diameter
• Stake Out, Survey and Alignment
,,, Temporary Erosion Controls
• Maintenance and Protection of Traffic
w Saw Cutting Existing Pavement
.. Excavation of Trenches
• Temporary Sheeting and Bracing
• Maintenance and Protection of Utilities
"' Dewatering, as required
• Furnishing and Installing Pipe, Fittings, Bends, Tees, Reduced
Tees, Reducers, End Caps and Appurtenances
` Boring equipment and material for service installation under roads
and off road areas.
} Connections to Existing Piping, including Wet Taps
• Backfill and Compaction of Soil and Aggregate Materials
• Furnishing, Installing and Compaction of Select Fill
„~ Slope Protection as required or directed
• Thrust Blocks, Pipe Restraints, and Rodding.
• Cleaning of Pipe
~• Restoration of Paved and Improved Surfaces, Temporary
Pavement
• Restoration of Grass Surfaces and plantings
'~" Pressure Testing and Disinfection.
The work required under this item shall be in conformance with, but
not limited to, the following specification sections:
°` Construction Facilities and Temporary Utilities (Section 01500)
~" Temporary Controls (Section 01560)
Site Clearing (Section 02110)
~„ Underground Utility Installations within the State and/or County
Highway Right-of-Way (Section 02150}
• Soil Materials (Section 02205)
• Aggregate Materials (Section 02207)
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• Trenching (Section 02225)
• Erosion Control (Section 02270)
• Restoration and Replacement of Paving and Improvements
(Section 02600)
• Project Water Mains (Section 02667)
• Pressure Testing and Disinfection of Water Distribution System
(Section 02675)
• Landscape Grading (Section 02923)
• Seeding (Section 02936)
• Trees, Plants and Ground Cover (Section 02950)
• Cast-In-Place Concrete (Section 03300}.
It should be noted that the space available between the Edge of
Pavement and Right of Way is limited in many areas. Where space is
limited and re-paving the roadway is not shown, the Contractor must
take precautions to protect the existing pavement from damage
caused by tracking equipment over the existing pavement.
2. Payment
The quantity for payment will be the number of linear feet of Main
measured along the centerline of the pipe incorporated in the
complete work, beginning and ending at connections as shown on the
Contract Drawings, or as required. Note that interior piping inside of
the pressure reducing vault is not included in this item.
D. Item No. 3 -Gate Valves and Assemblies
ern 3A - 12" Valves
3B - 8" Valves
1. Scope of Work
The Contractor shall furnish all materials, labor and equipment
required to install Gate Valves and assemblies with valve boxes to
complete for service, as called for in the Contract Documents,
including, but not limited to, the following:
• Site Clearing, including removal of trees less than 12" in diameter
• Stakeout Surveying and Alignment
• Temporary Erosion Controls
• Excavation of Trenches
• Temporary Sheeting and Bracing
• Maintenance and Protection of Utilities
a Dewatering, as Required
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• Thrust Blocks Restraining Joints and Rodding as Shown,
Specified or Directed by the Engineer
• Furnishing and Installing Gate Valves and Valve Boxes of the
Type and Size Specified
• Backfill and Compaction of Soil and Aggregate Materials
• Furnishing, Installing and Compaction of Select Fill
• Restoring of Grass Surfaces
• Restoring of Paved and Improved Surfaces.
The work required under this item should be in conformance with, but
not limited to, the following specification sections:
• Site Clearing (Section 02110)
• Soil Materials (Section 02205)
• Aggregate Materials (Section 02207)
• Trenching (Section 02225)
• Erosion Control (Section 02270)
• Restoration and Replacement of Paving and Improvements
(Section 02600)
• Project Water Mains (Section 02667)
• Landscape Grading (Section 02923)
• Seeding (Section 02936)
• Trees, Plants and Ground Cover (Section 02950)
• Cast-In-Place Concrete (Section 03300).
2. Payment
~„ The quantity for which payments will be made will be the number of
gate valves and assemblies with valve boxes of each scheduled size,
type and class actually installed and incorporated into the completed
~„ water main. Note that valves inside of the pressure reducing vault are
not included in this item
"`! E. Item No. 4 -Hydrants
4A -Hydrants
1. Scope of Work
The Contractor shall furnish all materials, labor and equipment
required to install fire hydrants for service, as called for in the Contract
,,~ Documents, including, but not limited to, the following:
• Site Clearing, including removal of trees less than 12" in diameter
+,. - Stakeout Surveying and Alignment
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• Excavation of Trenches
• Temporary Sheeting and Bracing
• Temporary Erosion Controls
• Maintenance and Protection of Utilities
• Dewatering, as Required
• Furnishing and Installing Fire Hydrants of the Type and Size
Specified
• Thrust Blocks, Bollards, Restraining Joints and Rodding as
Shown, Specified or Directed by the Engineer
• 6 inch Diameter Shut Off Gate Vafves and Hydrant Tees of the
Type and Class Specified for Fire Hydrants
• 6" Ductile Iron Pipe Fire Hydrant Connection to Watermain.
• Furnishing and Installing Sampling Stations of the Type and Size
Specified
• Backfill and Compaction of Soil and Aggregate Materials
• Furnishing, Installing and Compaction of Select Fill
• Restoring of Grass Surfaces
• Restoring of Paved and Improved Surfaces
• Pressure Testing and Disinfection.
The work required under this item should be in conformance with, but
not limited to, the following specification sections:
r.
• Site Clearing (Section 02110)
• Soil Materials (Section 02205)
• Aggregate Materials (Section 02207)
• Trenching (Section 02225)
• Erosion Control (Section 02270)
• Restoration and Replacement of Paving and Improvements
(Section 02600)
• Project Water Mains (Section 02667)
• Pressure Testing and Disinfection of Water Distribution System
(Section 02675)
• Landscape Grading (Section 02923)
• Seeding (Section 02936)
• Trees, Plants and Ground Cover (Section 02950)
• Cast-In-Place Concrete (Section 03300).
2. Payment
~„ The quantity for which payments will be made will be the number of
hydrants and sampling stations, actually installed and incorporated
into the completed water main.
1~a
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F. Item No. 5 -Services
5A - 3/" Corporation Stops, Curb Stops, Valve Boxes and Couplings
,, 5B - 3/4" Copper Piping -Paved Areas
5C - 3/" Copper Piping -Unpaved Areas
5D - 1" Corporation Stops, Curb Stops, Valve Boxes and Couplings
5E - 1" Copper Piping -Paved Areas
5F - 1" Copper Piping -Unpaved Areas
5G - 4" Service: Tee, 4" DIP, 4" valve and end cap
it 5H -Sampling Station
~• 1. Scope of Work
The contractor shall furnish all materials, labor and equipment
required to install services, as called for in the Contract Documents,
including, but not limited to, the following:
"' Site Clearing, including removal of trees less than 12" in diameter
• Stakeout Surveying and Alignment
`' Temporary Erosion Controls
~" Excavation of Trenches.
Boring or moling of services under existing roads.
~ Maintenance and Protection of Utilities.
• Dewatering as Required.
• Pressure Testing and Disinfection.
Furnishing and Installing Corporation Stops, Curb Stops, Valves,
Valve Boxes and Couplings of the Type and Size Specified.
• Furnishing and installing sampling stations of the type and size
++~ specified
• Furnishing and installing copper service piping of the Type and
Size Specified.
'~" Furnishing and Installing ductile iron service piping of the Type
and Size Specified.
The work required under this item should be in conformance with, but
not limited to the following specification sections:
• Site Clearing (Section 02110)
~" Soil Materials (Section 02205)
Aggregate Materials (Section 02207)
• Trenching (Section 02225)
• Erosion Control (Section 02270)
• Project Water Mains (Section 02667)
~.
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• Pressure Testing and Disinfection of Water Distribution System
(Section 02675)
• Landscape Grading (Section 02923)
• Seeding (Section 02936)
• Trees, Plants and Ground Cover (Section 02950)
- Cast-In-Place Concrete (Section 03300).
2. Payment
The quantity for which payments will be made will be the number of
Corporation Stops, Curb Stops, 4" services, Valve Boxes, Couplings
of each scheduled size, type and class actually installed and
incorporated into the completed water main; and the number of linear
feet of copper service piping measured along the center line of the
pipe incorporated in the complete work, beginning and ending at
- connections as shown on the Contract Drawings, taking into account
the potential for field revisions to the service connection locations.
F. Item No. 6 -Pressure Reducing Vault
r.
1. Scope of Work
~,,,, The contractor shall furnish all materials, labor and equipment
required to install a pressure reducing vault, as called for in the
Contract Documents, including, but not limited to, the following:,
• Site Clearing, including removal of trees less than 12" in diameter
• Stakeout Surveying and Alignment
• Temporary Erosion Controls
• Excavation for vault, conduit and drain piping.
• Select bedding and backfill materials
~"' Dewatering as necessary.
Pre-Cast Concrete Vault, Access Hatch, Concrete fill to slope floor
to sump and Mechanical Seals at Pipe Penetrations.
• Interior Piping, Pipe Supports, Gate Valves, Pressure Reducing
Valves, Pressure Gauges and necessary manufacturer's
,,•„ representative field setting of Pressure Reducing Valve set points
• Drain Piping, including hatch frame drain and sump discharge
piping to daylight
,,,, Vent piping
• Parging joints and vent penetration, and as necessary to provide
water tightness of vault.
The work required under this item should be in conformance with, but
not limited to the following specification sections:
r.
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• Site Clearing (Section 02110)
• Soil Materials (Section 02205)
• Aggregate Materials (Section 02207)
• Trenching (Section 02225)
• Erosion Control (Section 02270)
• Project Water Mains (Section 02667)
Pressure Testing and Disinfection of Water Distribution System
(Section 02675)
• Landscape Grading (Section 02923)
• Seeding (Section 02936)
• Trees, Plants and Ground Cover (Section 02950)
• Cast-In-Place Concrete (Section 03300).
• Pre-Cast Concrete Pressure Reducing Vault (Section 03400).
2. Payment
~_ The Contractor shall submit an itemized schedule breakdown of the
estimated costs of this item as indicated in the scope of work for
~"` approval by the Engineer.
Payment to the Contractor shall be made in accordance with the
approved lump sum breakdown.
H. Item No. 7 -Testing Services
1. Scope of Work
The Contractor shall have all testing preformed as called for in the
Contract Documents and as required by local or state law regulation.
This shall include, but not be limited to the following:
• Compaction testing for trenching.
,„ • Bacteriological testing by a NYSDOH Certified Lab of all water
distribution facilities.
• Testing and analysis for concrete.
r.
Work required under this section includes, but is not limited to the
following specification sections:
• Testing Services (Section 01410)
• Soil Materials (Section 02205)
'~` Aggregate Materials (Section 02207)
_ Trenching (Section 02225)
' Pressure Testing and Disinfection of Water Distribution System
~.
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is
(Section 02675)
• Cast-In-Place Concrete (Section 03300)
2. Payment
The Contractor shall submit an itemized schedule breakdown of the
estimated costs of lump sum items, for approval by the Engineer.
Payment to the Contractor shall be made in accordance with the
approved lump sum breakdown.
Item No. 8 -Road and Drainage Improvements
1. Scope of Work
The Contractor shall perform all road and miscellaneous drainage
improvements as called for in the Contract Documents and as
required by the Town Highway Department. This shall include, but
not be limited to the following:
• Removal of existing pavement, performance of cold milling, paving
of new surfaces and repair of pavement, as required.
• Temporary Erosion Controls
• Connection to existing pavement, including tack coat and hot
applied joint sealant, as noted in the contract documents.
• Pavement marking, as required to match existing conditions.
• Ensuring valve boxes, gas valves, curb boxes and other at grade
items remain flush with grade after restoration: i.e.: miscellaneous
cold milling around these items in areas to be milled and providing
risers in areas to be overlaid.
• Milling of driveways to provide smooth transitions from new EOP
to driveways in sections to be overlaid.
• Replacement and/or K-crete encasement of drainage facilities as
required.
• Applying water and sweeping of road surface to receive new
pavement
• Furnishing and installing tack coat
• Furnishing and Installing overlay materials
• Providing item 4 backup of EOP in overlay areas
• Compaction and- Testing of Overlay Materials
• Restoration of Paved and Improved Surfaces
Work required under this section includes, but is not limited to the
following specification sections:
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• Soil Materials (Section 02205)
• Erosion Control (Section 02270)
• Restoration and Replacement of Paving and Improvements
(Section 02600)
• Hot-Mix Asphalt Paving (Section 02741)
• Landscape Grading (Section 02923)
2. Payment
The Contractor shall submit an itemized schedule breakdown of the
estimated costs of lump sum items, for approval by the Engineer.
Payment to the Contractor shall be made in accordance with the
approved lump sum breakdown.
J. Item No. 9 -Removal and Disposal of Rock
1. Scope of Work
The Contractor shall furnish all materials labor and equipment
required to remove and dispose of rock, as called for in the Contract
~,~: Documents, including, but not limited to, the following:
• Loosening Rock
• Removal and Disposal of Excavated Rock Material at an Off-Site
Location
• Vibration Monitoring
The work required under this item shall be in conformance with, but
not limited to, the following specification sections:
• Allowances (Section 01020)
• Rock Removal (Section 02229).
2. Pam
The quantity for which payments will be made will be the cubic yards
of rock removed within the excavation limits as indicated in Section
02229 of the Specifications without regard to the actual amount of
rock excavated outside the limits as specified.
ww
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K. Item No. 10 -Clearing of Trees and Brush in Off- Road Areas
1. Scope of Work
The Contractor shall perform all work associated with clearing of all
~. trees, brush and related items in the off-road tree line areas as called
forth in the Contract Documents. This shall include, but not be limited
to the following:
~. -
• Site Clearing.
• Maintenance and Protection of Utilities.
~" Removal of trees and brush within the clearing areas as indicated
in the contract documents.
• Restoration of Grass Surfaces
Work required under this section includes, but is not limited to the
following specification sections:
• Site Clearing (Section 02110)
• Erosion Control (Section 02270)
• Landscape Grading (Section 02923)
• Seeding (Section 02936)
• Trees, Plants and Ground Cover (Section 02950)
2. Payment
The Contractor shall submit an itemized schedule breakdown of the
estimated costs of lump sum items, for approval by the Engineer.
Payment to the Contractor shall be made in accordance with the
approved lump sum breakdown.
L. Item 11 -Exploratory Excavations
3. Scope of Work
The Contractor shall furnish all materials, labor and equipment
required to perform exploratory excavations for utility verification, as
called for in the Contract Documents, in conformance with all permit
conditions, including, but not limited to, the following:
• Site Clearing
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• Stakeout Surveying and Alignment
• Temporary Sheeting and Bracing
• Temporary Erosion Controls
• Maintenance and Protection of Utilities
• Dewatering, as Required
• Excavation, Backfill and Compaction of Soil and Aggregate
Materials
• Furnishing, Installing and Compaction of Select Fill
• Removal and replacement of existing facilities, structures and
features as necessary for the excavation
• Restoring of Grass Surfaces
• Restoring of Paved and Improved Surfaces
The work required under this item should be in conformance with, but
not limited to, -the following specification sections:
• Site Clearing (Section 02110)
• Soil Materials (Section 02205)
• Aggregate Materials (Section 02207)
• Trenching (Section 02225)
• Erosion Control (Section 02270)
• Restoration and Replacement of Paving and Improvements
(Section 02600)
• Landscape Grading (Section 02923)
• Seeding (Section 02936)
• Trees, Plants and Ground Cover (Section 02950)
• Cast-In-Place Concrete (Section 03300).
2. Payment
The quantity for which payments will be made will be the number of
_ exploratory excavations, actually installed and incorporated into the
'~'' completed water main.
~"' M. Allowance Item No. 1 -Additional Select Fill
'` 1A -Additional Select Fill (Crusher Run)
~" 1 B- Additional Select Fill (Controlled Density Fill)
1 C -- Additional Select Fill (Run-of-Bank Gravel)
1 D -Additional Select Fill (Select Graded Gravel).
~..
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`~" 1. Scope of Work
The Contractor shall furnish select fill in place of unsuitable pipe
~ subgrade material or unsuitable backfill material as ordered by the
Engineer. The Contractor shall include the costs for removal and
~ disposal of unsuitable material .under this payment item. The
Contractor shall furnish select fill under this payment item only for
select fill not specifically included under other payment items. The
excavation, installation and compaction of the select fill is not included
under this item.
Work required under this item includes, but is not limited to, the
following specification section:
• Allowances (Section 01020)
• Soil Materials (Section 02205)
• Aggregate Materials (Section 02207)
• Cast In Place Concrete (Section 03300)
2. Payment
The quantity of material for which payment will be made shall be the
'` total cubic yards as computed using .the following payment limit
~'~" dimensions.
• Trench width, as shown on the contract drawings by depth of
compacted fill.
Payment will be made under this Item only for work, which is actually
"'r performed and directed by the Engineer for compensation under this
Item. The Contractorwill be deemed not to have included in this Item
any overhead and profit for any other portion of his work on the
Contract, since there is a possibility that the entire amount of this Item
may not be used.
N. Allowance Item No. 2 -Miscellaneous Additional Work
1. Scope of Work
~ During the course of this Contract work, if and when miscellaneous
work is ordered by the engineer, the Contractor shall follow the
requirements of the specifications. The itemized proposal shall
include an allowance of one hundred thousand dollars and no cents
($100,000.00).
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2. Payment
Payment will be made under this item only for work which is actually
performed and properly assigned by the Engineer for compensation
under this Item. The Contractor will be deemed not to have included
in this Item any overhead and profit for any other portion of his work
on the Contract, since there is a possibility that the entire amount of
this Item may not be used. The Contractor shall submit vendor
invoices for work under this item.
1.16 ALTERNATES
A. Alternates represent an amount proposed by bidders and stated on the Bid
Form, as provided in Division 0 of the specifications, for certain work defined
~,,, in the bidding requirements that may be added or revised to the base bid
amount if Owner decides to accept a corresponding change either in the
amount of construction to be completed or in the products, materials,
.. equipment, systems, or installation methods described in the Contract
Documents. Alternates described in this Section are part of the Work only if
enumerated in the Agreement and are subject to authorization by the Owner.
+~.
B. ADD ALTERNATE 1 -Additional Paving at Stenger Court
Add:
The base bid shows saw cutting and repaving roughly on half of the roadway.
The add alternate includes saw cutting for the trench line, temporary
pavement of the trench and overlay of the entire roadway and driveway
aprons including rebates at River Road and all driveways, providing risers for
all valves, catch basins and other at grade items and item 4 backup of the
new edge of pavement. All requirements for the base bid shall also apply to
this add alternate bid.
C. ADD ALTERNATE 2 -Electric Service and appurtenances for Pressure
Reducing Vault
Add:
An electrical service connection in full compliance with NEC, NYS and Local
electrical codes, including but not limited to, coordination with Central
r.. Hudson, electrical service from a pole designated by Central Hudson,
trenching, backfill and compaction of service trench, restoration of paved and
unpaved surfaces, erosion control, electric meter, panel box, circuit breakers,
~. uni-strut support of meter panel box, GFCI receptacle and light switch,
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fighting fixture, receptacles, conduit, wiring, junction boxes, switches and
board of fire underwriters inspection of the entire system.
The electrical service connection shall be provided as indicated on the
details as shown in Contract Drawing MD-6.
1.17 NYCDEP Contract Requirements
A. As this project is being funded by the NYCDEP, there are additional
NYCDEP contract requirements for this project, which shall be incorporated
into the contract documents. The Contractor shall meet all of the
requirements as indicated in the sections below. The Contractor shall note
that all Insurance certificates, policies, and endorsements noted in this
section must be sent to the New York City Department of Environmental
Protection ("DEP"), 59-17 Junction Boulevard, 19th Floor, Flushing, New
York 11373, Attention: General Counsel.
Section 1.00 -General
The following insurance coverage shall be maintained by the Contractor:
Worker's Compensation: Statutory per New York State Law without regard to jurisdiction (See
Section 1.01:01 below}
Employer's Liability: Statutory (See Section 1.01.02)
Commercial General Liability: CG 00 01 (ed. 11/88) or equivalent.
,,, Combined Single Limit -Bodily Injury and Property Damage: $1,000,000 per Occurrence,
$1,000,000 products/completed operations aggregate, $2,000,000 general aggregate,
$25,000 maximum deductible (See Section 1.01.03 for additional requirements)
Automobile Liability: CA 00 01 (ed. 01/80} or equivalent, Combined Single Limit:
Bodily Injury and Property Damage - $2,000,000 each occurrence
The following coverage must be provided:
(X) Comprehensive Form (X) Owned (X) Hired (X) Non-Owned (See Section 1.01.04)
Section 1.01 SPECIFIC INSURANCE REQUIREMENTS:
1.01.01 Worker's Compensation and Disability Benefits Insurance:
Before performing any work on the Contract, the Contractor shall procure Worker's
Compensation and Disability Benefits Insurance in accord with the laws of the State of New York
on behalf of all employees who are to provide labor or service under the contract. Two
certificates of such insurance or authority for self-insurance shall be furnished to DEP at its
'~`" address shown above.
1.01.02 Employer's Liability Insurance:
Before performing any work on the Contract, the Contractor shall procure Employer's Liability
ii.
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f,
Insurance affording compensation due to bodily injury by accident or disease sustained by any
employee arising out of and in the course of his or her employment under the contract. Two
~ certificates of such insurance shall be furnished to DEP at its address shown above.
Certificates confirming renewals of insurance shall be presented not less than 30 days prior to
the expiration date of coverage until all operations under the subject contract are deemed
I` completed.
1.01.03 Commercial General Liability:
Before commencing work on the contract, the Contractor shall maintain Commercial General
Liability Insurance covering the Contractor as Named Insured and the City as an Additional
Insured in the amount of at least One Million Dollars ($1,000,000) per occurrence. Such
insurance must be maintained during the life of the contract and shall protect the City and the
contractor or consultant from claims for property damage and/or bodily injury, including death
""' that may arise from any of the operations under this Agreement. Coverage under this insurance
shall be at least as broad as that provided by the most recently issued Insurance Services Office
("ISO") Form CG 0001, and shall be "occurrence" based rather than "claims-made."
Such Commercial General Liability Insurance shall name the City, together with its officials and
employees, as an Additional Insured with coverage at least as broad as the most recently issued
ISO Form CG 20 10.
Two (2) certificates of insurance shall be furnished in a manner acceptable to the DEP, together
with copies of all endorsements as pertain to the requirements of the subject contract.
The policy shall contain no exclusions or endorsements which are not acceptable to the City.
~ 1.01.03a Commercial General Liability -Endorsements
The following endorsements are required to be made on the policy:
1. Notices: Notices shall be addressed to the New York City Department of
Environmental Protection, 59-17 Junction Boulevard, 19th Floor, Flushing, New York
11373, Attention: General Counsel.
2. Notice of Cancellation of Policy: In the event the contractor or consultant receives
notice, from an insurance company or other person, that any insurance policy required
herein shall expire or be cancelled or terminated for any reason, the contractor or
i; consultant shall immediately forward a copy of such notice to both DEP, Attn: General
Counsel, and the New York City Comptroller, Attn: Office of Contract Administration,
Municipal Building, One Centre Street, Room 1005, New York, New York 10007.
1.01.04 Automobile Liability
(a) Contractor will provide the City with evidence of insurance covering all owned, non-
. owned and hired vehicles to be used in connection with the contract. If vehicles are used
in the provision of services under this Agreement, then the Contractor shall maintain
~„ Business Automobile Liability insurance in the amount of at least Two Million Dollars
($2,000,000) each accident combined single limit for liability arising out of ownership,
maintenance or use of any owned, non-owned, or hired vehicles to be used in
connection with this Agreement. Coverage shall be at least as broad as the most
recently issued ISO Form CA0001.
(b) If vehicles are used for transporting hazardous materials, the Business Automobile
Liability Insurance shall be endorsed to provide pollution liability broadened coverage for
covered vehicles (endorsement CA 99 48) as well as proof of MCS-90.
1.01.05 Insurance Agreement
General Requirements for Insurance Coverage and Policies
(a) All required insurance policies shall be maintained with companies that may lawfully
issue the required policy and have an A.M. Best rating of at least A- / "VII" or a Standard
and Poor's rating of at least A, unless prior written approval is obtained from the City Law
i
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Department.
(b) All insurance policies shall be primary (and non-contributing) to any insurance or self-
, insurance maintained by the City.
(c) The Contractor shall be solely responsible for the payment of all premiums for all
required insurance policies and all deductibles orself-insured retentions to which such
policies are subject, whether or not the City is an insured under the policy.
(d) There shall be no self-insurance program with regard to any insurance required
under this Article unless approved in writing by the Commissioner. Any such self-
insurance program shall provide the City with all rights that would be provided by
~"" traditional insurance required under this Article, including but not limited to the defense
obligations that insurers are required to undertake in liability policies.
` (e) The City's limits of coverage for all types of insurance required under this Article shall
'~' be the greater of (i) the minimum limits set forth in this Article or (ii) the limits provided to
the Contractor as Named Insured under all primary, excess, and umbrella policies of that
type of coverage.
~" 1.01.06 Proof of Insurance
(a) For Workers' Compensation Insurance, Disability Benefits Insurance, and Employer's
Liability Insurance, the Contractor shall file one of the following within ten (10) Days of
~"' award of this Agreement. ACORD forms are not acceptable proof of workers'
compensation coverage.
1. C-105.2 Certificate of Workers' Compensation Insurance;
2. U-26.3 -- State Insurance Fund Certificate of Workers' Compensation
Insurance;
3. Request for WC/DB Exemption (Form CE-200};
+~• 4. Equivalent or successor forms used by the New York State Workers'
Compensation Board; or
5. Other proof of insurance in a form acceptable to the City.
(b) For each policy required under this Agreement, except for Workers' Compensation
Insurance, Disability Benefits Insurance, Employer's Liability Insurance, and
Unemployment Insurance, the Contractor shall file a Certificate of Insurance with the
,,,, Department within ten (10) Days of award of this Agreement. All Certificates of Insurance
shall be (a) in a form acceptable to the City and certify the issuance and effectiveness of
such policies of insurance, each with the specified minimum limits; and (b) accompanied
,,, by the endorsement in the Contractor's general liability policy by which the City has been
made an additional insured pursuant to Section 7.02(B). All Certificate(s) of Insurance
shall be accompanied by either a duly executed "Certification by Broker" or copies of all
err policies referenced in the Certificate of Insurance. If complete policies have not yet been
issued, binders are acceptable, until such time as the complete policies have been
~, issued, at which time such policies shall be submitted.
(c) Certificates of Insurance confirming renewals of insurance shall be submitted to the
Commissioner prior to the expiration date of coverage of policies required under this
Article. Such Certificates of Insurance shall complywith the requirements of Section 7.08
(A) and Section 7.08(B), as applicable.
(d) The Contractor shall provide the City with a copy of any policy required under this
Article upon the demand for such policy by the Commissioner or the New York City Law
'` Department.
~""` (e) Acceptance by the Commissioner of a certificate or a policy does not excuse the
Contractor from maintaining policies consistent with all provisions of this Article (and
ensuring that subcontractors maintain such policies) or from any liability arising from its
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~a
failure to do so.
(f) In the event the Contractor receives notice, from an insurance company or other
~, person, that any insurance policy required under this Article shall expire or be cancelled
or terminated for any reason, the Contractor shall immediately forward a copy of such
notice to both the Commissioner and the New York City Comptroller, Attn: Office of
,,, Contract Administration, Municipal Building, One Centre Street, Room 1005, New York,
New York 10007.
1.01.07. Miscellaneous
,'`,,,, (a) Whenever notice of loss, damage, occurrence, accident, claim or suit is required
under a general liability policy maintained in accordance with this Article, the Contractor
shall provide the insurer with timely notice thereof on behalf of the City. Such notice shall
be given even where the Contractor may not have coverage under such policy (for
example, where one of Contractor's employees was injured). Such notice shall expressly
specify that "this notice is being given on behalf of the City of New York as Additional
Insured" and contain the following information: the number of the insurance policy; the
name of the named insured; the date and location of the damage, occurrence, or
accident; the identity of the persons or things injured, damaged, or lost; and the title of
the claim or suit, if applicable. The Contractor shall simultaneously send a copy of such
notice to the City of New York c/o Insurance Claims Specialist, Affirmative Litigation
Division, New York City Law Department, 100 Church Street, New York, New York
10007. If the Contractor faits to comply with the requirements of this paragraph, the
'~" Contractor shall indemnify the City for all losses, judgments, settlements and expenses,
including reasonable attorneys' fees, arising from an insurer's disclaimer of coverage
citing late notice by or on behalf of the City.
""' (b) The Contractor's failure to maintain any of the insurance required by this Article shall
constitute a material breach of this Agreement. Such breach shall not be waived or
otherwise excused by any action or inaction by the City at any time.
(c) Insurance coverage in the minimum amounts required in this Article shall not relieve
the Contractor or its subcontractors of any liability under this Agreement, nor shall it
preclude the City from exercising any rights or taking such other actions as are available
~- to it under any other provisions of this Agreement or Law.
(d) The Contractor waives all rights against the City, including its officials and employees
s for any damages or losses that are covered under any insurance required under this
irw Article (whether or not such insurance is actually procured or claims are paid thereunder)
or any other insurance applicable to the operations of the Contractor and/or its
subcontractors in the performance of this Agreement.
Ir. (e) In the event the Contractor requires any subcontractor to procure insurance with
regard to any operations under this Agreement and requires such subcontractor to
name the Contractor as an additional insured under such insurance, the Contractor
r,. shall ensure that such entity also name the City, including its officials and employees,
as an additional insured with coverage at least as broad as the most recently issued
t ISO form CG 20 26. 52
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STATE PREVAILING WAGE RATES
AND
WORKERS COMPENSATION FORMS
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SECTION 00820 -PREVAILING WAGE RATES
PREVAILING WAGE RATES
00$20-1
~'
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Andrew M. Cuomo, Governor
Town of Wappinger
John Lazarony, Senior Engineer
20 Middlebusf~ Road
Wappingers Falls NY 12590
Peter M. Rivera, Commissioner
Schedule Year 2013 through 2014
Date Requested 09/24/2013
PRC# 2013008777
Location Chelsea Hamlet Area
Project ID# 13-006
Project Type lastallation of new water main and appurtenances along River Road, Stenger Court, Sky Top Drive, Lake
Drive, Circle Drive, North Street, Liberty Street, Bank Street, Dutchess County Route 92, Market
~r PREVAILING WAGE SCHEDULE FOR ARTICLE 8 PUBLIC WORK PROJECT
Attached is the current schedule(s) of the prevailing wage rates and prevailing hourly
supplements for the project referenced above. A unique Prevailing Wage Case Number
(PRC#) has been assigned to the schedule(s) for your project.
The schedule is effective from July 2013 through June 2014. All updates, corrections, posted
,,~ on the 1st business day of each month, and future copies of the annual determination are
available on the Department's website www.labor.state.ny.us. Updated PDF copies of
your schedule can be accessed by entering your assigned PRC# at the proper location on
the website.
It is the responsibility of the contracting agency or its agent to annex and make part, the
attached schedule, to the specifications for this project, when it is advertised for bids and /or
to forward said schedules to the successful bidder(s), immediately upon receipt, in order to
insure the proper payment of wages.
Please refer to the "General Provisions of Laws Covering Workers on Public Work
~- Contracts" provided with this schedule, for the specific details relating to other
responsibilities of the Department of Jurisdiction.
Upon completion or cancellation of this project, enter the required information and mail OR
fax this form to the office shown at the bottom of this notice, OR fill out the electronic
version via the NYSDOL website.
NOTICE OF COMPLETION /CANCELLATION OF PROJECT
Date Completed: Date Cancelled:
Name & Title of Representative:
Phone: (518) 457-5589 Fax: (518} 485-1870
W. Averell Harriman State Office Campus, Bldg. 12, Room 130, Albany, NY 12240
www.labor.state.ny.us. PW 200 PWAsk@labor.state.ny.us
j
i. ,.
~"` General Provisions of Laws Covering Workers on Article 8 Public Work Contracts
Introduction
~' The Labor Law requires public work contractors and subcontractors to pay laborers, workers, or mechanics employed in
the performance of a public work contract not less than the prevailing rate of wage and supplements (fringe benefits) in the
locality where the work is performed.
~+ Responsibilities of the Department of Jurisdiction
A Departmenf of Jurisdiction (Contracting Agency) includes a state department, agency, board or commission: a county,
city, town or village; a school district, board of education or board of cooperative educational services; a sewer, water, fire,
Yr improvement and other district corporation; a public benefit corporation; and a public authority awarding a public work
contract.
The Department of Jurisdiction (Contracting Agency) awarding a public work contract MUST obtain a Prevailing Rate
Schedule listing the hourly rates of wages and supplements due the workers to be employed on a public work project.
This schedule may be obtained by completing and forwarding a "Request for wage and Supplement Information" form (PW
39) to the Bureau of Public Work. The Prevailing Rate Schedule MUST be included in the specifications for the contract to
be awarded and is deemed part of the public work contract.
~ Upon the awarding of the contract, the law requires that the Department of Jurisdiction (Contracting Agency) furnish the
following information to the Bureau: the name and address of the contractor, the date the contract was let and the
approximate dollar value of the contract. To facilitate compliance with this provision of the Labor Law, a copy of the
Department's "Notice of Contract Award" form (PW 16) is provided with the original Prevailing Rate Schedule.
The Department of Jurisdiction (Contracting Agency) is required to notify the Bureau of the completion or cancellation of
any public work project. The Department's PW 200 form is provided for that purpose.
it Both the PW 16 and PW 200 forms are available for completion online.
Hours
~„ No laborer, worker, or mechanic in the employ of a contractor or subcontractor engaged in the performance of any public
work project shall be permitted to work more than eight hours in any day or more than five days in any week, except in
cases of extraordinary emergency. The contractor and the Department of Jurisdiction (Contracting Agency) may apply to
the Bureau of Public Work for a dispensation permitting workers to work additional hours or days per week on a particular
public work project.
There are very few exceptions to this rule. Complete information regarding these exceptions is available on the "4 Day /
10 Hour Work Schedule" form (PW 30R).
~' Wages and Supplements
The wages and supplements to be paid andlor provided to laborers, workers, and mechanics employed on a public work
project shall be not less than those listed in the current Prevailing Rate Schedule for the locality where the work is
performed. If a prime contractor on a public work project has not been provided with a Prevailing Rate Schedule, the
contractor must notify the Department of Jurisdiction (Contracting Agency) who in turn must request an original Prevailing
Rate Schedule form the Bureau of Public Work. Requests may be submitted by: mail to NYSDOL, Bureau of Public Work,
State Office Bldg. Campus, Bldg. 12, Rm. 130, Albany, NY 12240; Fax to Bureau of Public Work (518) 485-1870; or
electronically at the NYSDOL website www.labor.state.ny.us.
Upon receiving the original schedule, the Department of Jurisdiction (Contracting Agency) is REQUIRED to provide
complete copies to all prime contractors who in turn MUST, by law, provide copies of all applicable county schedules to
.each subcontractor and obtain from each subcontractor, an affidavit certifying such schedules were received. If the original
schedule expired, the contractor may obtain a copy of the new annual determination from the NYSDOL website
www.labor.state. ny. us.
The Commissioner of Labor makes an annual determination of the prevailing rates. This determination is in effect from
11r July 1st through June 30th of the following year. The annual determination is available on the NYSDOL website
www.la bor. state. ny. us.
Payrolls and Payroll Records
Every contractor and subcontractor MUST keep original payrolls or transcripts subscribed and affirmed as true under
penalty of perjury. Payrolls must be maintained for at least three (3) years from the project's date of completion. At a
minimum, payrolls must show the following information for each person employed on a public work project: Name,
Address, Last 4 Digits of Social SECUrity Number, Classification(s) in which the worker was employed, Hourly wage rate(s)
paid, Supplements paid or provided, and Daily and weekly number of hours worked in each classification.
ire.
i.
l
Every contractor and subcontractor shall submit to the Department of Jurisdiction (Contracting Agency), within thirty (30)
days after issuance of its first payroll and every thirty (30) days thereafter, a transcript of the original payrolls, subscribed
t; and affirmed as true under penalty of perjury. The Department of Jurisdiction (Contracting Agency) shall collect, review
for facial validity, and maintain such payrolls.
In addition, the Commissioner of Labor may require contractors to furnish, with ten (10) days of a request, payroll records
sworn to as their validity and accuracy for public work and private work. Payroll records include, by are not limited to time
cards, work description sheets, proof that supplements were provided, cancelled payroll checks and payrolls. Failure to
provide the requested information within the allotted ten (10) days will result in the withholding of up to 25% of the
contract, not to exceed $100,000.00. If the contractor or subcontractor does not maintain a place of business in New York
State and the amount of the contract exceeds $25,000.00, payroll records and certifications must be kept on the project
worksite.
~ The prime contractor is responsible for any underpayments of prevailing wages or supplements by any subcontractor.
All contractors or their subcontractors shall provide to their subcontractors a copy of the Prevailing Rate Schedule
specified in the public work contract as well as any subsequently issued schedules. A failure to provide these schedules
~' by a contractor or subcontractor is a violation of Article 8, Section 220-a of the Labor Law.
All subcontractors engaged by a public work project contractor or its subcontractor, upon receipt of the original schedule
' and any subsequently issued schedules, shall provide to such contractor a verified statement attesting that the
i~r subcontractor has received the Prevailing Rate Schedule and will pay or provide the applicable rates of wages and
supplements specified therein. (See NYS Labor Laws, Article 8 . Section 220-a).
Determination of Prevailing Wage and Supplement Rate Updates Applicable to All Counties
The wages and supplements contained in the annual determination become effective July 1st whether or not the new
determination has been received by a given contractor. Care should be taken to review the rates for obvious errors. Any
corrections should be brought to the Department's attention immediately. It is the responsibility of the public work
_ contractor to use the proper rates. If there is a question on the proper classification to be used, please call the district
office located nearest the project. Any errors in the annual determination will be corrected and posted to the NYSDOL
website on the first business day of each month. Contractors are responsible for paying these updated rates as well,
r retroactive to July 1st.
~' When you review the schedule for a particular occupation, your attention should be directed to the dates above the
column of rates. These are the dates for which a given set of rates is effective. To the extent possible, the Department
posts rates in its possession that cover periods of time beyond the Juty 1st to June 30th time frame covered by a
particular annual determination. Rates that extend beyond that instant time period are informational ONLY and may be
~Yw updated in future annual determinations that actually cover the then appropriate July 1st to June 30th time period.
Withholding of Payments
~, When a complaint is filed with the Commissioner of Labor alleging the failure of a contractor or subcontractor to pay or
provide the prevailing wages or supplements, or when the Commissioner of Labor believes that unpaid wages or
supplements may be due, payments on the public work contract shall be withheld from the prime contractor in a sufficient
amount to satisfy the alleged unpaid wages and supplements, including interest and civil penalty, pending a final
determination.
When the Bureau of Public Work finds that a contractor or subcontractor on a public work project failed to pay or provide
the requisite prevailing wages or supplements, the Bureau is authorized by Sections 220-b and 235.2 of the Labor Law to
so notify the financial officer of the Department of Jurisdiction (Contracting Agency) that awarded the public work contract.
Such officer MUST then withhold or cause to be withheld from any payment due the prime contractor on account of such
contract the amount indicated by the Bureau as sufficient to satisfy the unpaid wages and supplements, including interest
arul any civil penalty that may be assessed by the Commissioner of Labor. The withholding continues until there is a final
determination of the underpayment by the Commissioner of Labor or by the court in the event a legal proceeding is
it instituted for review of the determination of the Commissioner of Labor.
The Department of Jurisdiction (Contracting Agency) shall comply with this order of the Commissioner of Labor or of the
court with respect to the release of the funds so withheld.
Summary of Notice Posting Requirements
The current Prevailing Rate Schedule must be posted in a prominent and accessible place on the site of the public work
project. The prevailing wage schedule must be encased in, or constructed of, materials capable of withstanding adverse
weather conditions and be titled "PREVAILING RATE OF WAGES" in letters no smaller than two (2) inches by two (2)
inches.
The "Public Work Project" notice must be posted at the beginning of the performance of every public work contract, on
~' each job site.
illy
Every employer providing workers. compensation insurance and disability benefits must post notices of such coverage in
the format prescribed 6y the Workers. Compensation Board in a conspicuous place on the jobsite.
Every employer subject to the NYS Human Rights Law must conspicuously post at its offices, places of employment, or
employment training centers, notices furnished by the State Division of Human Rights.
Employers liable for contributions under the Unemployment Insurance Law must conspicuously post on the jobsite notices
furnished by the NYS Department of Labor.
Apprentices
Employees cannot be paid apprentice rates unless they are individually registered in a program registered with the NYS
Commissioner of Labor. The allowable ratio of apprentices to journeyworkers in any craft classification can be no greater
than the statewide building trade ratios promulgated by the Department of Labor and included with the Prevailing Rate
Schedule. An employee listed on a payroll as an apprentice who is not registered as above or is performing work outside
the classification of work for which the apprentice is indentured, must be paid the prevailing journeyworker's wage rate for
the classification of work the employee is actually performing.
NYSDOL Labor Law, Article 8, Section 220-3, require that only apprentices individually registered with the NYS
Department of Labor may be paid apprenticeship rates on a public work project. No other Federal or State Agency of
office registers apprentices in New York State.
Persons wishing to verify the apprentice registration of any person must do so in writing by mail, to the NYSDOL Office of
Employability Development /Apprenticeship Training, State Office Bldg. Campus, Bldg. 12, Albany, NY 12240 or by Fax
to NYSDOL Apprenticeship Training (518) 457-7154. All requests for verification must include the name and social
security number of the person for whom the information is requested.
The only conclusive proof of individual apprentice registration is written verification from the NYSDOL Apprenticeship
Training Albany Central office. Neither Federal nor State Apprenticeship Training offices outside of Albany can provide
conclusive registration information.
It should be noted that the existence of a registered apprenticeship program is not conclusive proof that any person is
registered in that program. Furthermore, the existence or possession of wallet cards, identification cards, or copies of
state forms is not conclusive proof of the registration of any person as an apprentice.
Interest and Penalties
In the event that an underpayment of wages and/or supplements is found:
- Interest shall be assessed at the rate then in effect as prescribed by the Superintendent of Banks pursuant to
section 14-a of the Banking Law, per annum from the date of underpayment to the date restitution is made.
- A Civil Penalty may also be assessed, not to exceed 25% of the total of wages, supplements, and interest due.
Debarment
Any contractor or subcontractor and/or its successor shall be ineligible to submit a bid on or be awarded any public work
contract or subcontract with any state, municipal corporation or public body for a period of five (5) years when:
- Two (2) willful determinations have been rendered against that contractor or subcontractor and/or its successor
within any consecutive six (6) year period.
- There is any willful determination that involves the falsification of payroll records or the kickback of wages or
supplements.
Criminal Sanctions
Willful violations of the Prevailing Wage Law (Article 8 of the Labor Law) may be a felony punishable by fine or
imprisonment of up to 15 years, or both.
Discrimination
No employee or applicant for employment may be discriminated against on account of age, race, creed, color, national
origin, sex, disability or marital status.
No contractor, subcontractor nor any person acting on its behalf, shall by reason of race, creed, color, disability, sex or
national origin discriminate against any citizen of the State of New York who is qualified and available to perform the work
to which the employment relates (NYS Labor Law, Article 8, Section 220-e(a)).
No contractor, subcontractor, nor any person acting on its behalf, shall in any manner, discriminate against or intimidate
any employee on account of race, creed, color, disability, sex, or national origin (NYS Labor Law, Article 8, Section 220-
e(b) ).
it
The Human Rights Law also prohibits discrimination in employment because of age, marital status, or religion.
There may be deducted from the amount payable to the contractor under the contract a penalty of $50.00 for each
calendar day during which such person was discriminated against or intimidated in violation of the provision of the contract
~ (NYS Labor Law, Article 8, Section 220-e(c) ).
The contract may be cancelled or terminated by the State or municipality. All monies due or to become due thereunder
may be forfeited for a second or any subsequent violation of the terms or conditions of the anti-discrimination sections of
the contract (NYS Labor Law, Article 8, Section 220-e(d) ).
Every employer subject to the New York State Human Rights Law must conspicuously post at its offices, places of
employment, or employment training centers notices furnished by the State Division of Human Rights.
Workers' Compensation
In accordance with Section 142 of the State Finance Law, the contractor shall maintain coverage during the life of the
contract for the benefit of such employees as required by the provisions of the New York State Workers' Compensation
Law.
A contractor who is awarded a public work contract must provide proof of workers' compensation coverage prior to being
allowed to begin work.
The insurance policy must be issued by a company authorized to provide workers' compensation coverage in New York
State. Proof of coverage must be on form C-105.2 (Certificate of Workers' Compensation Insurance) and must name this
agency as a certificate holder.
If New York State coverage is added to an existing out-of-state policy, it can only be added to a policy from a company
authorized to write workers' compensation coverage in this state. The coverage must be listed under item 3A of the
information page.
The contractor must maintain proof that subcontractors doing work covered under this contract secured and maintained a
workers' compensation policy for all employees working in New York State.
Every employer providing worker's compensation insurance and disability benefits must post notices of such coverage in
the format prescribed by the Workers' Compensation Board in a conspicuous place on the jobsite.
Unemployment Insurance
Employers liable for contributions under the Unemployment Insurance Law must conspicuously post on the jobsite notices
furnished by the New York State Department of Labor.
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(
Andrew M. Cuomo, Governor
Peter M. Rivera, Commissioner
Town of Wappinger
John Lazarony, Senior Engineer
20 Middlebush Road
Wappingers Falls NY 12590
Schedule Year 2013 through 2014
Date Requested 09/24/2013
PRC# 2013008777
Location Chelsea Hamlet Area
Project ID# 13-006
Project Type Installation of new water main and appurtenances along River Road, Stenger Court, Sky Top Drive, Lake
Drive, Circle Drive, North Street, Liberty Street, Bank Street, Dutchess County Route 92, Market
Notice of Contract Award
New York State Labor Law, Article 8, Section 220.3a requires that certain information
regarding the awarding of public work contracts, be furnished to the Commissioner of Labor.
One "Notice of Contract Award" (PW 16, which may be photocopied}, MUST be completed
for EACH prime contractor on the above referenced project.
Upon notifying the successful bidder(s) of this contract, enter the required information and
mail OR fax this form to the office shown at the bottom of this notice, OR fill out the
electronic version via the NYSDOL website.
Contractor Information
All information must be supplied
Federal Employer Identification Number:
Name:
Address:
City:
Amount of Contract:
Approximate Starting Date:
Approximate Completion Date:
State:
Zip:
$ Contract Type:
(] (01) General Construction
~ ~ [ ] (02) HeatingNentilation
[ ] (03) Electrical
~ ~ [ ] (04) Plumbing
[ ] (05) Other
Phone: (518) 457-5589 Fax: (518) 485-1870
W. Averell Harriman State Office Campus, Bldg. 12, Room 130, Albany, NY 12240
www.labor.state.ny.us. PW 16 PWAsk@labor.state.ny.us
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IMPORTANT NOTICE
FOR
CONTRACTORS &
CONTRACTING AGENCIES
Social Security Numbers on Certified Payrolls
The Department of Labor is cognizant of the concerns of the potential for misuse or
inadvertent disclosure of social security numbers. Identity theft is a growing problem
and we are sympathetic to contractors' concerns with regard to inclusion of this
information on payrolls if another identifier will sufFce.
For these reasons, the substitution of fhe use of the last four digits of the social
security number on certified payrolls submitted to contracting agencies on public
work projects is now acceptable to the Department of Labor,
NOTE: This change does not affect the Department's
ability to request and receive the entire social
security number from employers during the course
of its public work /prevailing wage investigations.
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~ To all State Departments, Agency Heads and Public Benefit Corporations
IMPORTANT NOTICE REGARDING PUBLIC WORK ENFORCEMENT FUND
Budget Policy & Reporting Manual
B-610
Public Work Enforcement Fund
~"" effective date December 7, 2005
~"' 1. Purpose and Scope:
°` This Item describes the Public Work Enforcement Fund (the Fund, PWEF) and its
relevance to State agencies and public benefit corporations engaged in construction or
reconstruction contracts, maintenance and repair, and announces the recently-enacted
increase to the percentage of the dollar value of such contracts that must be deposited into
~ the Fund. This item also describes the roles of the following entities with respect to the
Fund:
- New York State Department of Labor (DOL),
- The Office of the State of Comptroller (OSC), and
- State agencies and public benefit corporations.
2. Background and Statutory References:
DOL uses the Fund to enforce the State's Labor Law as it relates to contracts for
construction or reconstruction, maintenance and repair, as defined in subdivision two of
rrr Section 220 of the Labor Law. State agencies and public benefit corporations participating
in such contracts are required to make payments to the Fund.
M Chapter 511 of the Laws of 1995 (as amended by Chapter 513 of the Laws of 1997,
Chapter 655 of the Laws of 1999, Chapter 376 of the Laws of 2003 and Chapter 407 of the
Laws of 2005) established the Fund.
3. Procedures and Agency Responsibilities:
~'he Fund is supported by transfers and deposits based on the value of contracts for
construction and reconstruction, maintenance and repair, as defined in subdivision two of
Section 220 of the Labor Law, into which all State agencies and public benefit corporations
enter.
Chapter 407 of the Laws of 2005 increased the amount required to be provided to this fund
to .10 of one-percent of the total cost of each such contract, to be calculated at the time
agencies or public benefit corporations enter into a new contract or if a contract is amended.
The provisions of this bill became effective August 2, 2005.
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To a!I State Departments, Agency Heads and Public Benefit Corporations
~"" IMPORTANT NOTICE REGARDING PUBLIC WORK ENFORCEMENT FUND
OSC will report to DOL on all construction-related ("D") contracts approved during the
month, including contract amendments, and then DOL will bill agencies the appropriate
assessment monthly. An agency may then make a determination if any of the billed
contracts are exempt and so note on the bill submitted back to DOL. For any instance
where an agency is unsure if a contract is or is not exempt, they can call the Bureau of
Public Work at the number noted below for a determination. Payment by check or journal
voucher is due to DOL within thirty days from the date of the billing. DOL will verify the
amounts and forward them to OSC for processing.
For those contracts which are not approved or administered by the Comptroller, monthly
reports and payments for deposit into the Public Work Enforcement Fund must be provided
' to the Administrative Finance Bureau at the DOL within 30 days of the end of each month
or on a payment schedule mutually agreed upon with DOL.
r,,,,, Reports should contain the following information:
- Name and billing address of State agency or public
benefit corporation;
- State agency or public benefit corporation contact and
phone number;
- Name and address of contractor receiving the award;
- Contract number and effective dates;
- Contract amount and PWEF assessment charge (if
contract amount has been amended, reflect increase or
decrease to original contract and the adjustment in the
PWEF charge); and
- Brief description of the work to be performed under each
contract.
Checks and Journal Vouchers, payable to the "New York State Department of Labor"
should be sent to:
Department of Labor
Administrative Finance Bureau-PWEF Unit
Building 12, Room 464
State Office Campus
Albany, NY 12240
Any questions regarding billing should be directed to NYSDOL's Administrative Finance
Bureau-PWEF Unit at (518) 457-3624 and any questions regarding Public Work Contracts
should be directed to the Bureau of Public Work at (518) 457-5589.
t
Construction Industry
Fair Play Act
t
Required Posting For Labor Law
Article 25-B § 861-d
Construction industry employers must post the
`'Construction Industry Fair Play Act" notice in a
prominent and accessible place on the job site.
Failure to post the notice can result in penalties of
up to $1,500 for a first offense and up to $5,000 for
a second offense.
The posting is included as part of this wage
Schedule. Additional copies may be obtained from
the NYS DOL website, wvvw.labor.n~gov.
If you have any questions concerning
the Fair Play Act, please call the State Labor
Department toll-free at I -866-43 5-1499 or email us
at: dol.misclassified@Iabor.state.ny.us .
+~
WORKER NOTIFICATION
(Labor Law §220, paragraph a of subdivision 3-a)
Effective February 24, 2008
This provision is an addition to the existing prevailing wage rate
law, Labor Law §220, paragraph a of subdivision 3-a. It requires
contractors and subcontractors to provide written notice to all
laborers, workers or mechanics of the prevailing wage rate for
their particular job classification on each pay stub *. It also requires
contractors and subcontractors to post a notice at the beginning of
the performance of every public work contract on each job site that
includes the telephone number and address for the Department of
Labor and a statement informing laborers, workers or mechanics of
their right to contact the Department of Labor if he/she is not
receiving the proper prevailing rate of wages and/or supplements
for his/her particular job classification. The required notification
will be provided with each wage schedule, may be downloaded
from our website wtiv~v. labor. state. ny. us or made available upon
request by contacting the Bureau of Public Work at 518-457-5589.
* In the event that the required information will not fit on the pay stub,
an accompanying sheet or attachment of the information will suffice.
•.
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T"'S'S": PUBLIC WORK
PROJECT
If you are employed on this project as a
~„ worker, laborer, or mechanic you are entitled to
receive the prevailing wage and supplements rate
for the classification at which you are working.
Chapter 629 of These wages are set by law and must be posted
the Labor Laws at the work site. They can also be found at:
of 2007: www.labor.ny.gov
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)` Contractor Name:
+~
Project Location:
~.
PW 101 (10.12)
rr .-
If you feel that you have not received proper wages or benefits,
please call our nearest office.*
Albany (518) 457-2744 Patchogue (631) 687-4882
Binghamton (607) 721-8005 Rochester (585) 258-4505
Buffalo (716) 847-7159 Syracuse (315) 428-4056
Garden City (516) 228-3915 Utica (315) 793-2314
New York City (212) 775-3568 White Plains (914) 997-95fl7
Newburgh (845) 568-5287
* For New York City government agency construction projects, please
contact the Office of the NYC Comptroller at (212) 669-4443, or
www.comptroller.nyc.gov -click on Bureau of Labor Law.
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OSHA 10-hour Construction
Safety and Health Course - 51537-A
Effective July I8, 2008
This provision is an addition to the existing prevailing wage rate
law, Labor Law §220, section 220-h. It requires that on all public
work projects of at least $250,000.00, all laborers, workers and
mechanics working on the site, be certified as having successfully
completed the OSHA 10-hour construction safety and health course.
It further requires that the advertised bids and contracts for every
public work contract of at least $250,000.00, contain a provision of
this requirement.
NOTE: The OSHA 10 Legislation only applies to workers
on a public work project that are required, under
Article 8, to receive the prevailing wage.
(03.12) Pale 1 of 2
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Where to find OSHA 10-hour Construction Course
L NYS Department of Labor website for scheduled outreach training at:
www.labor.state.ny.us/workerprotection/safetyhealth/DOSH ONSITE CONSULTATION.shtm
2. OSHA Training Institute Education Centers:
Rochester Institute of Technology OSHA Education Center
Rochester, NY
Donna Winter
Fax (585) 475-6292
e-mail: dlwtpo(cr~,rit.edu
(866) 385-7470 Ext. 2919
www.rit.edu/~outreach/course.~php3 ?CourseID=54
Atlantic OSHA Training Center
UMDNJ -School of Public Health
Piscataway, NJ
Janet Crooks
Fax (732) 235-9460
e-mail: crook~e(a,umdnj.edu
(732) 235-9455
https://ophp.umdnj.eduJwconnect/ShowSchedule.awp?~~GROUP-~-AOTCON~ 10-~-
Atlantic OSHA Training Center
University at Buffalo
Buffalo, New York
Joe Syracuse
Fax (716)829-2806
e-mail:mailto:~aps(a~.buffalo.edu
(716)829-2125
http://www.smbs.buffalo.edulCENTERS/trc/schedule OSHA.php
Keene State College
Manchester, NH
Leslie Singleton
e-mail: 1 sin ~letin(a~keene. edu
(800) 449-6742 e
-ww.keene.edu/courses/print/courses osha.cfrn
3. List of trainers and training schedules for OSHA outreach training at:
~~~w.0utreachTrainers.or~
(03.12) Page 2 of 2
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Requirements for OSHA 10 Compliance
Chapter 282 of the Laws of 2007, codified as Labor Law 220-h took effect on July
18, 2008. The statute provides as follows:
' The advertised specifications for every contract for public work of $250,000.00 or
more must contain a provision requiring that every worker employed in the
performance of a public work contract shall be certified as having completed an
OSHA 10 safety training course. The clear intent of this provision is to require that
all employees of public work contractors, required to be paid prevailing rates, receive
,,,, such training "prior to the performing any work on the project."
The Bureau will enforce the statute as follows:
All contractors and sub contractors must attach a copy of proof of completion of the
OSHA 10 course to the first certified payroll submitted to the contracting agency and
fir. on each succeeding payroll where any new or additional employee is first listed.
Proof of completion may include but is not limited to:
is
• Copies of bona fide course completion card (Note: Completion cards do not have
an expiration date. )
• Training roster, attendance record of other documentation from the certified
trainer pending the issuance of the card.
Other valid proof
* *A certification by the employer attesting that all employees have completed such a
course is not sufficient proof that the course has been completed.
Any questions regarding this statute may be directed to the New York State
Department of Labor, Bureau of Public Work at 518-485-5696.
Page 1 of 1
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(Far ail contracts advertised or solicited for bid tin or after 7/1/x8}
• Raises the threshold for public work projects subject to the Wicks Law requiring
separate specifications and bidding for the plumbing, heating and electrical. work.
The total project's Threshold would increase from $50,000 to: $3 million in Bronx,
Kings, New York, Queens and Richmond counties; $1.5 million in Nassau,
Suffolk and Westchester counties; and $500,000 in all other counties.
• For projects below the monetary threshold, bidders must submit a sealed list
naming each subcontractor for the plumbing, HVAC and electrical work and the
amount to be paid to each. The list may not be changed unless the public owner
finds a legitimate construction need, including a change in specifications or costs
or use of a Project Labor Agreement (PLA), and must be open to public
inspection.
• Allo~tijs the state and local agencies and authorities to waive the Wicks Law and
~• use a PLA if it will provide the best work at the lowest possible price. If a PLA is
used, all contractors shall participate in apprentice training programs in the
trades of work it employs that have been approved by the Department of Labor
ir. (DOL} for not less than three years. They shall also have at least one graduate
in the last three years and use affirmative efforts to retain minority apprentices.
PLA's would be exempt from Wicks, but deemed to be public work subject to
,~„ prevailing wage enforcement.
• The Commissioner of Labor shall have the power to enforce separate
~, specification requirements on projects, and may issue stop-bid orders against
public owners for non-compliance.
C3ther new monetary thresho{ds, and similar sealed bidding far non-Wicks
projects, would apply to certain public authorities including municipal housing
authorities, NYC Construction Fund, Yonkers Educational Construction Fund,
NYC Municipal Water Finance Authority, Buffalo Municipal Water Finance
Authority, Nlestchester Gounty Health Care Association; Nassau Gaunty Health
Care Corp., Clifton-Fine f~ealth Care Corp., Erie County Medical Center Corp.,
NYG Solid Waste Management Facilities, and the Dormitory Authority.
Reduces from 15 to 7 days the period in which contractors must pay
subcontractors.
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IMPORTANT INFORMATION
Regarding Use of Form PW30R
"Employer Registration for Use of 4 Day / 10 Hour Work Schedule"
To use the '4 Day / 10 Hour Work Schedule':
There MUST be a Dispensation of Hours (PW30J in place on the
project
AND
iF:=
You MUST register your intent to work 4 / 10 hour days, by
completing the PW30R Form.
REMEMBER,,,
The '4 Day / 10 Hour Work Schedule' applies ONLY to Job Classifications and
Counties listed on the PW30R Form.
Do not write in any additional Classifications or Counties.
(Please note : For eachJob Classification check the individual wage
schedule for specific details regarding their 4/10 hour day posting.)
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PW30R-Notice (03.11)
NYSDOL Bureau of Public Work
1of1
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Instructions for Completing Form PW30R
"Employer Registration for Use of 4 Day / 10 Hour Work Schedule"
Before completing Form PW30R check to be sure ...
• There is a Dispensation of Hours in place on the project.
• The 4 Day / 10 Hour Work Schedule applies to the Job Classifications you will be using.
• The 4 Day / 10 Hour Work Schedule applies to the County /Counties where the work will take
place.
Instructions (Type or Print legibly):
Contractor Information:
• Enter the Legal Name of the business, FEIN, Street Address, City, State, Zip Code; the Company's
Phone and Fax numbers; and the Company's email address (if applicable)
• Enter the Name of a Contact Person for the Company along with their Phone and Fax numbers,
and the personal email address (if applicable)
Project Information:
• Enter the Prevailing Rate Case number (PRC#) assigned to this project
• Enter the Project Name /Type (i.e. Smithtown CSD -Replacement of HS Roof)
• Enter the Exact Location of Project (i.e. Smithtown HS, 143 County Route #2, Smithtown,NY;
Bldgs. 1 & 2)
• If you are a Subcontractor, enter the name of the Prime Contractor for which you work
• On the Checklist of Job Classifications -
o Go to pages 2 and 3 of the form
o Place a checkmark in the box to the right of the Job Classification you are choosing
o Mark all Job Classifications that apply
***Do not write in any additional Classifications or Counties. ***
Reguestor Information:
• Enter the name of the person submitting the registration, their title with the company ,and the
date the registration is filled out
Return Completed Form:
• Mail the completed PW30R form (3 pages) to: NYSDOL Bureau of Public Work, SOBC - BIdg.12 -
Rm.130, Albany, NY 12240 -OR -
• Fax the completed PW30R form (3 pages) to: NYSDOL Bureau of Public Work at (518)485-1870
PW30R-Instructions (03.11) NYSDOi. Bureau of Public Work 1 of 1
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New York State Department of Labor
Bureau of Public Work
W. Averell Harriman State Office Campus
Building 12 -Room 130
Albany, New York 12240
Phone - (518) 457-5589 Fax - (518) 485-1870
EIoyer R~eg~stra~~o~ f-or l7se ofi`4 Da ~ 'IO, Hour Work~Schedule
Y ~ .. ~ .
Please Type or Print the Requested Information
Vhen completed ...
Mail to NYSDOL Bureau of Public Work, SOBC, Bldg. 12, Rm.130, Albany, NY 12240
-or-
Fax to NYSDOL Bureau of Public Work at (518) 485-1870
lefore completing Form PW30R check to be sure ...
There is a Dispensation of Hours in place on the project.
The 4 Day / 10 Hour Work Schedule applies to the Job Classifications you will be using. ,
The 4 Day / 10 Hour Work Schedule applies to the County /Counties where the work will take place
,.
Contractor'llraformation ~ ' , ~ - ,
._ := ~- -
- ~ ~ -
^.
Company Name: FEIN:
Address:
City: State: Zip Code:
Phone Number Fax Number: Email Address:
Contact Person:
r
Phone No: Fax No: Email:
Projecti lnfolrmation = ~ "# >~=
Project PRC#: Project Name/Type:
Exact Location
of Project: County:
9
pf you are Subcontractor)
Prime Contractor Name:
Job Classification(s) to Work 4/10 Schedule: IChoose all that annly on Job Classification Checklist -Pages 2 & 3)
*** Do not write in any additional Classifications or Counties***
Requestor In#ormation -
Name:
Title: - Date
~ PW-30R (08 -12) 1 of 4
if..
~.
lob Classification Checklist
it (Place a checkmark by all classifications that vitill be using the 4/10 schedule)
*** Do not write in any additional Classifications or Counties***
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it
-Job Uassificat~ony '{
~^ , ~
.. F__ .. ~., Tag #
..._ ~ .. ~A,pplicable ~ountles -
-mss"`..-~-"~`~_ r -.~ ~-. ~;:.,
,.. _..~. ~'e`k `,
Carpenter-Building 1042 Clinton, Essex, Franidin
Carpenter-Building
370 Albany, Fulton, Greene, Montgomery, Rensselaer, Schenectady,
Schoharie ^
Carpenter-Building 37022 Hamilton, Warren, Washington
Carpenter-Building 37023 Saratoga
Carpenter-Heavy&Highway 370Saratoga Saratoga
Carpenter- Heavy&Highway 370/1042H/H Clinton, Essex, Franklin, Hamilton
Carpenter-Heavy&Highway
370H/H ' Albany, Fulton, Montgomery, Rensselaer, Schenectady, Schoharie,
Warren, Washington
Carpenter -Building 85 Livingston, Monroe, Ontario, Wayne, Wyoming
Carpenter -Building 281 B . Cayuga, Seneca, Yates
Carpenter -Heavy/Highway 281 HH Cayuga, Seneca, Yates
Carpenter -'Building/Heavy&Highway 280 Genesee, Niagara, Orleans, Wyoming
Carpenter- Building/Heavy&Highway 9 Erie, Cattaraugus
Carpenter -Heavy&Highway 66h Allegany, Chautauqua, Cattaraugus
Carpenter -Building 66 Allegany, Chautauqua, Cattaraugus
Carpenter-Building 277 CST ' Cortland,5chuyler,Tompkins
Carpenter -Building 277 JLS Jefferson, Lewis, St. Lawrence
Carpenter-.Building r 277 omh Herkimer, Madison, Oneida
Carpenter -Building 277 On Onondaga
Carpenter- Building 277 Os Oswego
Carpenter -Heavy/Highway 277h CST Cortland, Schuyler, Tompkins
Carpenter- Heavy/Highway 277h JLS Jefferson, Lewis, St. Lawrence
Carpenter- Heary/Highway 277h On Onondaga
Carpenter-Building/Heavy&Highway 277CD0 Chenango,Delaware, Otsego
Carpenter -Heavy/Highway 277oneidah Herkimer, Madison, Oneida
Carpenter-Heavy/Highway 277h Os Oswego
Electrician 25m Nassau, Suffolk
Electrician
43 _ Cayuga, Chenango, Cortland, Herkimer, Madison, Oneida,
Onondaga, Oswego, Otsego, Tompkins, Wayne ^
Electrician 840Teledata
and 840 Z1
Cayuga, Onondaga, Ontario, Seneca, Wayne, Yates ^
PW-30R (08-12) NYSDOL Bureau of Public Work 2 of 4
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Job Classification Checklist
,~,,, (Place a checkmark by all classifications that will be using the 4/10 schedule)
*** Do not write in any additional Classifications orCounties***
i`
~ .~:
~3~"Job~Classlfication
~. a~
fag # , .
`'Applicable Counfies - .Check;
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,
Electrician 86 Genesee, Livingston, Monroe, Ontario, Orleans, Wayne, Wyoming
Electrician 910 . Clinton, Essex, Franklin, Jefferson, Lewis, St. Lawrence
Electrician Lineman 1049Line/Gas Nassau, Suffolk
Albany, Allegany,'Broome, Cattaraugus, Cayuga, Chautauqua;
Chemung, Chenango, Clinton, Columbia; Cortland, Delaware,
Dutchess, Erie, Essex, Franklin,fulton, Genesee, Greene, Hamilton;
Herkimer, Jefferson, Lewis; Livingston, Madison, Monroe,
Montgomery, Niagara, Oneida, Onondaga, Ontario, Orange, Orleans,
Oswego, Otsego, Putnam, Rensselaer, Rockland, Saratoga, "
Schenectady, Schoharie, Schuyler, Seneca, St: Lawrence, Steuben,
Sullivan,Tioga, Tompkins,Ulster,"Warren;Washington, Wayne,
Electrician Lineman 1249a Wyoming, Yates.
Columbia, Delaware, Dutchess, Greene, Orange, Putnam, Rockland, ^
Elevator Constructor 138 Sullivan, Ulster, Westchester
_ Allegany, Cattaraugus, Chautauqua; Erie, Genesee, Niagara, Orleans,
Elevator Constructor 14 Wyoming
Chemung, Livingston, Monroe, Ontario, Schuyler, Seneca, Steuben,
Elevator Constructor 27 Wayne, Yates
Albany, Clinton, Columbia, Essex, Franklin, Fulton, Greene, Hamiliton,
r
Herkime
, Montgomery, Oneida, Otsego, Rensselaer; Saratoga,
Elevator Constructor 35 Schenectady, Schoharie, Warren, Washington
Broome, Cayuga, Chenango, Cortland, Delaware, Jefferson, Lewis,
Elevator Constructor 62.1 Madison, Oneida, Onondaga, Oswego, St. Lawrence, Tioga, Tompkins
Allegany,Lattaraugus, Chautaugua, Erie, Genesee, Niagara, ^
Glazier 660 Orleans, Wyoming
Alleoanv. attarauaus. Chautauoua. Erge Genesee. Niagara, ^
Glazier 660r Orleans. Wvomina
Jefferson,lewisrLivingston, Monroe, Ontario, Seneca, St. Lawrence, ^
Glazier 677.1 Wayne, Yates
Glazier -667.2-2 Cayuga, Cortland, Herkimer, Madison, Oneida, Onondaga, Oswego
Broome, Chemung, Chenango, Delaware, Otsego, Schuyler, Steuben, ^
Glazier 677z3 Tioga, Tompkins
Glazier 667r.2 Cayuga, Cortland, Herkimer, Madison, Oneida, Onondaga, Oswego
Broome, Cayuga; Chemung, Chenango, Cortland; Herkimer,
Jefferson, Lewis, Madison, Dneida, Onondaga, Oswego, Otsego,
insulator -Heat & Frost 30-Syracuse Schuyler,-Seneca, St. Lawrence, Tioga, Tompkins
rr
PW-30R (OS -12) NYSDOL Bureau of Public Work 3 of 4
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Job Classification Checklist
(Place a checkmark by all classifications. that will be using the 4/10 schedule)
,,, *** Do not write in any additional Classifications orCounties***
I1r
3ob Class~ficat~on ~ `
~
~
+ ;~
~ lag ~
~ ~' ~ PPliirable Counties ~
~ ~
gox`~` ~;
,
,
~
2 ~, .: Y.~
Allegany, Broome, Cattaraugus, Cayuga, Chautauqua, Chemung,
Chenango, Clinton, Cortland, Delaware, Essex, Franklin, Genesee, ^
Jefferson, Lewis, Livingston, Monroe, Onondaga, Ontario, Orleans,
Laborers -Residential Oswego, Schuyler, Seneca, St. Lawrence, Steuben, Tioga, Tompkins,
Deconstruction, Demolition 601 Warren, Wayne, Wyoming, Yates
Laborer -Building 621 b Allegany, Cattaraugus, Chautauq.4a
Laborer -Residential 621 r Allegany, Cattaraugus, Chautauqua
n
Mason -Building/Heavy&Highway 780 d, Suffolk
Bronx, Kings, Nassau, Newyork, Queens, Richmo
Operating Engineer - Allegany, Chemung, Genesee, Livingston, Monroe, Ontario, ^
Heavy&Highway 832H Schuyler, Steuben, Wayne, Yates
Operating Engineer-
Heavy/Highway 137H/H Putnam, Westchester
Painter 178 B Broome, Chenango, Tioga
Painter 178E Chemung, Schuyler, Steuben
Painter 178 0 Delaware, Otsego
Cayuga, Herkimer,tewis, Madisorr, Oneida, Onondaga, Ontario,
Painter 31 ` Oswego, Seneca
Painter 38.0 Oswego
Allegany, Cattaraugus, Chautauqua, Erie, Genesee, Livingston, ^
'
Painter 4-Buf,Nia,Olean Steuben; Wyoming
Niagara, Orleans,
Painter 4-Jamestown Cattaraugus, Chautauqua
i
Painter 150 o, Wayne, Yates
Livingston, Monroe, Ontar
Y
Sheetmetal Worker 46 Livingston, Monroe, Ontario, Seneca, Wayne,
ates
Albany, Columbia, Fulton, Greene, Montgomery, Rensselaer, ' ^
Teamster -Heavy&Highway 294h/h Saratoga,Schenectady, Schoharie, Warren, Washington
Allegany, Cayuga, Cortland, Seneca, Steuben, Tompkins, Wayne, ^
Teamster -Heavy&Highway 317a.hh Yates
T
Teamster -.Heavy&Highway 693.H/H ioga
Broome, Chenahgo, Delaware, Otsego,
Teamster -Building/Heavy&Highway 456 Putnam, Westchester
~';
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PW-30R (08 -12) NYSDOL Bureau of Public Work
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Prevailing Wage Rates for 07/01/2013 - 06/30/2014 Published by the New York State Department of Labor
Last Published on Sep 01 2013 PRC Number 2013008777
Introduction to the Prevailing Rate Schedule
Information About Prevailing Rate Schedule
This information is provided to assist you in the interpretation of particular requirements for each classification of worker contained in the
attached Schedule of Prevailing Rates.
Classification
It is the duty.of the Commissioner of Labor to make the proper classification of workers taking into account whether the work is heavy and
highway, building; sewer and water, tunnel work, or residential, and to make a determination of wages and supplements to be paid or
provided. It is the responsibility of the public work contractor to use the proper rate. If there is a question on the proper classification to be
used, please call the district office located nearest the project. District office locations and phone numbers are listed below.
Prevailing Wage Schedules are issued separately for "General Construction Projects" and "Residential Construction Projects" on a county-
by-county basis.
General Construction Rates apply to projects such as: Buildings, Heavy & Highway, and Tunnel and Water & Sewer rates.
Residential Construction Rates generally apply to construction, reconstruction, repair, alteration, or demolition of one family, two family, row
housing, or rental type units intended for residential use.
Some rates listed in the Residential Construction Rate Schedule have a very limited applicability listed along with the rate. Rates for
occupations or locations not shown on the residential schedule must be obtained from the General Construction Rate Schedule. Please
contact the local Bureau of Public Work office before using Residerifii3l Rate Schedules, to ensure that the project meets the required criteria.
Paid Holidays
Paid Holidays are da s for which an eligible employee receives a regular day's pa ,but is not required to perform work. If an emplo ee
works on a day listedyas a paid holiday, this remuneration is in addition to payment of the required prevailing rate for the work actually
performed.
Overtime
At a minimum, all work performed on a public work project in excess of eight hours in any one day or more than five days in any workweek is
overtime. However, the specific overtime requirements for each trade or occupation on a public work proled may differ. Specific overtime
requirements for each trade or occupation are contained in the prevailing rate schedules.
Overtime holiday pay is the premium pay that is required for work performed on specified holidays. It is only required where the employee
actually performs work on such holidays.
The applicable holidays are listed under HOLIDAYS: OVERTIME. The required rate of pay for these covered holidays can be found in the
OVERTIME PAY section listings for each classification.
Supplemental BenePrts
Particular attention should be given to the supplemental benefit requirements. Although in most cases the payment or provision of
su elements is for each hour worked, some classifications require the ayment or provision of supplements for each hour paid (including
paPd holidays on which no work is performed) and/or may regwre suppeements to be paid or provided at a premium rate for premium hours
worked.
Effective Dates
Wherr you review the schedule for a particular occupation, your attention should be directed to the dates above the column of rates. These
are the dates for which a given set of rates is effective. The rate listed is valid until the next effective rate change or until the new annual
determination which takes effect on July 1 of each year. All contractors and subcontractors are required to Pay the current prevailing rates
of wages and supplements. If you have any questions please contact the Bureau of Public Work or visit the New York State Department of
Labor website (www.labor.state.ny.us) for current wage rate information.
Apprentice Training Ratios
The following are the allowable ratios of registered Apprentices to Journey-workers.
For example, the ratio 1:1,1:3 indicates the allowable initial ratio is one Apprentice to one Joumeyworker. The Journeyworker must be in
place on the project before an Apprentice is allowed. Then three additional Journeyworkers are needed before a second Apprentice is
allowed. The last ratio repeats indefinitely. Therefore, three more Joumeyworkers must be present before a third Apprentice can be hired,
and so on.
Please call Apprentice Training. Central Office at (518) 457-6820 if you have any questions.
Title (Trade) Ratio
Boilermaker (Construction) 1:1,1:4
Boilermaker (Shop) 1:1,1:3
Carpenter (Bldg.,H&H, Pile Driver/Dockbuilder) 1:1,1:4
Carpenter (Residential) 1:1,1:3
Electrical (Outside) Lineman 1:1,1:2
Page 27
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Prevailing Wage Rates for 07/01/2013 - 06/30/2014 Published by the New York State Department of Labor
Last Published on Sep 01 2013 PRC Number 2013008777
Electrician (Inside) 1:1,1:3
Elevator/Escalator Construction & Modernizer 1:1,1:2
Glazier 1:1,1:3
Insulation & Asbestos Worker 1:1,1:3
Iron Worker 1:1,1:4
Laborer 1:1,1:3
Mason 1:1,1:4
Millwright 1:1,1:4
Op Engineer 1:1,1:5
Painter 1:1,1:3
Plumber & Steamfitter 1:1,1:3
Roofer 1:1,1:2
Sheet Metal Worker 1:1,1:3
Sprinkler Fitter 1:1,1:2
If you have any questions concerning the attached schedule or would like additional information, please contact the nearest BUREAU of
PUBLIC WORK District Office or write to:
New York State Department of Labor
Bureau of Public Work
State Office Campus, Bldg. 12
Albany, NY 12240
•
District Office Locations: Telephone # FAX #
Bureau of Public Work -Albany 518-457-2744 518-485-0240
Bureau of Public Work -Binghamton 607-721-8005 607-721-8004
Bureau of Public Work -Buffalo 716-847-7159 716-847-7650
Bureau of Public Work -Garden City 516-228-3915 516-794-3518
Bureau of Public Work -Newburgh 845-568-5287 845-568-5332
Bureau of Public Work -New York City 212-775-3568 212-775-3579
Bureau of Public Work -Patchogue 631-687-4882 631-687-4904
Bureau of Public Work -Rochester 585-258-4505 585-258-4708
Bureau of Public Work -Syracuse 315-428-4056 315-428-4671
Bureau of Public Work -Utica 315-793-2314 315-793-2514
Bureau of Public Work -White Plains 914-997-9507 914-997-9523
Bureau of Public Work -Central Office 518-457-5589 518-485-1870
Page 28
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Prevailing Wage Rates for 07/01/2013 - 06/30/2014 Published by the New York State Department of Labor
Last Published on Sep 01 2013 PRC Number 2013008777 Dutchess County
Dutchess County General Construction
Boilermaker 09/01!2013
JOB DESCRIPTION Boilermaker DISTRICT 4
ENTIRE COUNTIES
Bronx, Dutchess, Kings, Nassau, New York, Orange, Putnam, Queens, Richmond, Rockland, Suffolk, Sullivan, Ulster, Westchester
WAGES
irr Per Hour:
07/01/2013
Boilermaker $ 47.98
Repairs & Renovations $ 47.98
SUPPLEMENTAL BENEFITS
Per Hour:
07/01/2013
Boilermaker 33% of hourly
Repairs & Renovations Wage Paid
+ $22.25
NOTE: "Hourly Wage Paid" shall include any and all premium(s) pay.
Repairs & Renovation Includes replacement of parts and repairs ~ renovation of existing unit.
OVERTIME PAY
OVERTIME PAY
See (D, O) on OVERTIME PAGE
HOLIDAY
Paid: See (8, 16, 23, 24) on HOLIDAY PAGE
Overtime: See (5, 6, 11, 12, 15, 25) on HOLIDAY PAGE
~ NOTE: 'Employee must work in pay week to receive Holiday Pay.
"Boilermarker gets 4 times the hourly wage rate for working on Labor Day.
`**Repairs i~ Renovation see (B,E,Q) on HOLIDAY PAGE
HOLIDAY
REGISTERED APPRENTICES
`REGISTERED APPRENTICES
(1/2) Year Terms at the following pecentage of Boilermaker's Wage
1st 2nd 3rd 4th 5th 6th 7th 8th
t. 65% 65% 70% 75% 80% 85% 90% 95%
in
Supplemental Benefits Per Hour:
07/01 /2013
~ Apprentice(s) 33% of Hourly
Wage Paid plus
amount below
1st 2nd 3rd 4th 5th 6th 7th 8th
$17.41 $18.10 $18.79 $19.48 $20.17 $20.86 $21.55 $22.25
NOTE: "Hourly Wage Paid" shall inciud any and all premium(s)
4-5
Ir
Carpenter _ 09/01/2013
JOB DESCRIPTION Carpenter DISTRICT 9
~"` ENTIRE COUNTIES
Bronx, Dutchess, Kings, Nassau, New York, Orange, Putnam, Queens, Richmond, Rockland, Suffolk, Westchester
WAGES
Per Hour. 07/01/2013
Page 29
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Prevailing Wage Rates for 07/01/2013 - 06/30/2014 Published by the New York State Department of Labor
Last Published on Sep 01 2013 PRC Number 2013008777 Dutchess County
fLr Marine Construction:
Marine Diver $ 58.95 Plus $2.40;
M.D.Tender 42.10 Plus $2.40'
tr
NOTE:(•Additional to be added to wages or benifit)
SUPPLEMENTAL BENEFITS
Per Hour Paid:
irr
Journeyman ~ $ 42.37
OVERTIME PAY
See (B, E, E2, O) on OVERTIME PAGE
HOLIDAY
Paid: See (18, 19) on HOLIDAY PAGE
Overtime: See (5, 6, 10, 11, 13, 16, 18, 19) on HOLIDAY PAGE
( 9-1456MC
r
Carpenter 09/0112013
JOB DESCRIPTION Carpenter DISTRICT 9
~ ~ ENTIRE COUNTIES
Bronx, Dutchess, Kings, Nassau, New York, Orange, Putnam, Queens, Richmond, Rockland, Suffolk, Westchester
WAGES
Per hour: 07/01/2013
Carpet/Resilient
Floor Coverer $ 45.34 Plus
$2.40*
`Additonal to be Added to Wages or Benifits
INCLUDES HANDLING & INSTALLATION OF ARTIFICIAL TURF AND SIMILAR TURF INDOORS/OUTDOORS.
SUPPLEMENTAL BENEFITS
Per hour paid:
Floor Coverer $ 38.58
OVERTIME PAY
See (B, E, O) on OVERTIME PAGE
HOLIDAY
Paid: See (18, 19)on HOLIDAY PAGE.
Paid: for 1st & 2nd yr.
Apprentices See (5,6,11,13,16,18,19,25)
Overtime: See (5,6,11,13,16,18,19,25) on HOLIDAY PAGE
REGISTERED APPRENTICES
~'' Wage per hour is Pecentage of Journeyworkers Wage
(1) year terms:
1st. 2nd. 3rd. 4th.
40% 50% 65% 80%
Supplemental benefits per hour:
Apprentices $ 25.83
9-2287
~, Carpenter 09/01/2013
JOB DESCRIPTION Carpenter DISTRICT 9
ENTIRE COUNTIES
IIYr- Dutchess, Orange
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Prevailing Wage Rates for 07/01 /2013 - 06/30/2014 Published by the New York State Department of Labor
Last Published on Sep 01 2013 PRC Number 2013008777 Dutchess County
WAGES
Per hour: 07/01/2013
Building:
Millwright $ 40.53
SUPPLEMENTAL BENEFITS
Per hour paid:
Journeyman $ 36.41
OVERTIME PAY
See (B, E, E2, Q) on OVERTIME PAGE
HOLIDAY
HOLIDAY:
Paid: See (18,19) on HOLIDAY PAGE.
Paid: See (5,6,11,13,16,18,19,25) for 1st & 2nd yr.Apprentices
Overtime: See (5,6,11,13,16,18,19,25) on HOLIDAY PAGE.
REGISTERED APPRENTICES
Wages per hour:
(1) year terms at the following percentage of Journeyman's wage.
1st 2nd 3rd 4th
$22.29 $26.34 $30.40 $38.50
it Supplemental benefits per hour:
APPRENTICES: 1st 2nd 3rd 4th
$25.33 $27.48 $30.12 $33.89
9-740.2
Carpenter Building /Heavy&Hiahway 09!01/2013
JOB DESCRIPTION Carpenter -Building /Heavy&Highway DISTRICT 11
ENTIRE COUNTIES
Columbia, Dutchess, Orange, Sullivan, Ulster
WAGES
WAGES:(per hour)
07/01 /2013
Carpenter $ 33.73
~r Carpenter-Floor CovereP' 33.73
Dockbuilder/Piledriver 33.73
Diver Tender 33.73
Diver(WET) 50.00
tr Diver(DRY) 30.00
SHIFT DIFFERENTIAL: When mandated by a Government Agency irregular or off shift can be worked. The Carpenter shall receive an
additional (15) percent of wage plus applicable benefits.
~, 'Note: Rate DOES NOT apply in Orange or Dutchess County.
On projects for removal and/or abatement of asbestos or any toxic or hazardous material and it is required by the employer or mandated by
NYS or Federal Regulation to wear protective equipment an additional two (2) hours pay per day including benefits on all classifications
"` including apprentices. For work on smokestacks, silos, or steeples more than fifty (50) feet high, an additional $2.00 per hour, payable from
the ground up.
SUPPLEMENTAL BENEFITS
Per hour paid:
Journeyworker $ 23.46
I~r OVERTIME PAY
See (B, E, Q) on OVERTIME PAGE
HOLIDAY
BUILDING: -
Paid: See (1) on HOLIDAY PAGE.
Overtime: See (5, 6) on HOLIDAY PAGE.
HEAVY/HIGHWAY:
Paid: See (5, 6, 16) on HOLIDAY PAGE including benefits.
Overtime: See (5, 6, 16) on HOLIDAY PAGE.
Page 31
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Prevailing Wage Rates for 07/01/2013 - 06/30/2014 Published by the New York State Department of Labor
Last Published on Sep 01 2013 PRC Number 2013008777 Dutchess County
REGISTERED APPRENTICES
1 Year terms at the following wage rates.
1st 2nd 3rd 4th
$17.20 $20.10 $23.01 $25.92
Supplemental Benefits per hour paid:
Jiw Apprentices
All terms $ 13.85
11-279.26/H&H
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Electrician 09/01 /2013
JOB DESCRIPTION Electrician DISTRICT 11
ENTIRE COUNTIES
Sullivan, Ulster
PARTIAL COUNTIES
Delaware: Only in the Townships of Andes, Harpersfield, Kortwright,Stamford, Bovina, Roxbury, Middletown and those portions of
Colchester and Hancock south of the East Branch of the Delaware River.
Dutchess: All of the county except for the towns of Fishkill,East Fishkill, and Beacon.
Greene: That portion of the county south of a line following the south limits of the city of Catskill in a Westerly direction from the Hudson
River to Highway 23A along 23A to the road following the Little Westkill and continuing along this road to Delaware County.
WAGES
Per hour:
07/01 /2013
Electrician Wireman/Technician
Projects under three (3) million dollars
Projects over three (3) million dollars
$ 37.00**
$ 41.00**
SHIFT DIFFERENTIAL: On Public Work in New York State when shift work is mandated either in the job spec cations or by the contracting
agency, the following rates apply:
Shift worked between 4:30pm & 12:30am
Projects under three (3) million dollars $ 43.06*
Projects over three (3) million dollars $ 47.75*
Shift worked between 12:30am & 8:30am
Projects under three (3) million dollars $ 47.99*
Projects over three (3) million dollars $ 53.25*
""On jobs where employees are required to work from bosun chairs, swinging scaffolds, etc.,forty (40) feet or more above the ground, or
under compressed air, using Scottair packs, gas masks or in shafts or tunnels, they shall receive an additional $2.00 per hour above the
regular straight time rate.
On jobs where employees are required to have CDL, Asbestos License, Welding Certificate, or Cable Splicing shall receive an additional $
1.00 above the journeyman rate.
SUPPLEMENTAL BENEFITS
Per hour worked: 07/01 /2013
Journeyman
$ 22.77 plus
6% of wage
OVERTIME PAY
See (B, E, O) on OVERTIME PAGE
HOLIDAY
Paid: See (1) on HOLIDAY PAGE
Overtime: See (5, 6, 13, 15, 16, 25) on HOLIDAY PAGE
REGISTERED APPRENTICES
Wages:
(6)month terms at the following percentage of journeyman's wage.*
1st 2nd 3rd 4th 5th 6th
30% 35% 40% 45% 50% 55%
* Denotes average Journeyman Wireman rate of pay of all wage zones.
_ Page 32
7th 8th 9th 10th
65% 70% 75% 85%
Prevailing Wage Rates for 07/01 /2013 - 06/30/2014 Published by the New York State Department of Labor
Last Published on Sep 01 2013 PRC Number 2013008777 Dutchess County
~,,,, Supplemental Benefits per hour worked:
07/01 /2013
1st & 2nd term $ 8.06 plus 6% of wage
3rd ~ 4th term 10.32 plus 6% of wage
5th & 6th term 12.58 plus 6% of wage
7th & 8th term 15.99 plus 6% of wage
9th & 10th term 19.36 plus 6% of wage
it 11-363/2
Electrician 09/01 /2013
JOB DESCRIPTION Electrician DISTRICT 11
ENTIRE COUNTIES
Orange, Putnam, Rockland
PARTIAL COUNTIES
Dutchess: Towns of Fishkill, East Fishkill, and Beacon.
WAGES
Per hour:
07/01 /2013
Electrician Wireman/Technician $ 41.00"
*SHIFT DIFFERENTIAL: On Public Work in New York State when shift work is mandated either in the job specifications or by the contracting
agency, the following rates apply:
Shift worked between 4:30pm & 12:30am $ 47.75*
Shift worked between 12:30am & 8:30am $ 53.25*
**On jobs where employees are required to work from boatswain chairs, swinging scaffolds, etc.,forty (40) feet or more above the ground, or
under compressed air, using Scottair packs, gas masks or in shafts or tunnels, they shall receive an additional $2.00 per hour above the
regular straight time rate.
On jobs where a CDL, Asbestos License, Welding Certificate or Cable Splicing is required an additional $1.00 above the Journeyman rate
is to be paid.
SUPPLEMENTAL BENEFITS
Per hour worked:
07101 /2013
Journeyman
$ 22.77 plus
6% of wage
OVERTIME PAY
See (B, E, O) on OVERTIME PAGE
HOLIDAY
Paid: See (1) on HOLIDAY PAGE
Overtime: See (5, 6, 13, 15, 16, 25) on HOLIDAY PAGE
REGISTERED APPRENTICES
Wages:
(6)month terms at the following percentage of Journeyman's wage.*
1st 2nd 3rd 4th 5th 6th
30% 35% 40% 45% 50% 55%
* Denotes average Joumeyman Wireman rate of all wage zones
Supplemental Benefits per hourworked: 07/01/2012
1st & 2nd term $ 8.06 plus 6% of wage
3rd & 4th term 10.32 plus 6% of wage
5th & 6th term 12.58 plus 6% of wage
7th & 8th term 15.99 plus 6% of wage
9th & 10th term 19.36 plus 6% of wage
7th 8th 9th 10th
65% 70% 75% 85%
11-363/1
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Prevailing Wage Rates for 07/01/2013 - 06/30!2014 Published by the New York State Department of Labor
Last Published on Sep 01 2013 PRC Number 2013008777 Dutchess County
Elevator Constructor 09/01!2013
JOB DESCRIPTION Elevator Constructor DISTRICT 1
ENTIRE COUNTIES
j~, Columbia, Dutchess, Greene, Orange, Putnam, Sullivan, Ulster
PARTIAL COUNTIES
Delaware: Towns of Andes, Bovina, Colchester, Davenport, Delhi, Harpersfield, Herndon, Kortright, Meredith, Middletown, Roxbury,
Hancock & Stamford
Roddand: Only the Township of Stony Point.
Westchester: Only the Townships of Bedford, Lewisboro, Cortland, Mt. Kisco, North Salem, Pound Ridge, Somers and Yorktown.
WAGES
Per Hour 07/01 /2013 01 /01 /2014 01 /01 /2015
Mechanic $ 50.68 $ 51.55 $ 52.51
Helper 70% of Mechanic
Wage Rate
`* IMPORTANT NOTICE -EFFECTIVE 04/01/2009 ""*'
Four (4), ten (10) hour days may be worked at straight time during a week, Monday thru Thursday.
NOTE - In order to use the '4 Day/10 Hour Work Schedule,' you must submit an 'Employer Registration for Use of 4 Day/10 Hour Work
Schedule,' form PW30R; additionally, there must be a dispensation of hours in place on the project.
SUPPLEMENTAL BENEFITS
Per hour wortced
Journeyman/Helper
$ 25.185`
07/01/2013
01/01/2014
$ 26.785"
01/01/2015
$ 28.385'
(')Plus 6% of gross wages if less than 5 years service
(`)Plus 8% of gross wages if more than 5 years service
OVERTIME PAY
See (D, O) on OVERTIME PAGE
HOLIDAY
Paid: See (5, 6, 15, 16) on HOLIDAY PAGE
Overtime: See (5, 6, 15, 16) on HOLIDAY PAGE
Note: When a paid holiday falls on Saturday, it shall be observed on Friday. When a paid holiday falls on Sunday, it shall be observed on
Monday.
REGISTERED APPRENTICES
Wages per hour
0-6 mo 6-12 mo 2nd yr 3rd yr 4th yr
50 % 55 % 65 % 70 % 80
Supplemental Benefits per hour worked
Same as Journeyman/Helper
1-138
Glazier 09101 /2013
JOB DESCRIPTION Glazier DISTRICT 9
ENTIRE COUNTIES
Bronx, Dutchess, Kings, Nassau, New York, Orange, Putnam, Queens, Richmond, Rockland, Suffolk, Sullivan, Ulster, Westchester
WAGES
Per hour: 07/01/2013 11/01/2013 05/01/2014
Additional
Glazier $ 50.00 $ 50.50 $ 1.50""'
Additional Additional
"" $ .10 per hour $ .10 per hour
for all regular for all regular
hours worked hours worked
'Scaffolding $ 50.00 $ 50.50 $ 1.50"""`
Additional Additional
Page 34
fit.
Prevailing Wage Rates for 07/01/201 3 - 06!30/2014 Published by the New York State Department of Labor
Last Published on Sep 01 2013 PRC Number 2013008777 Dutchess County
rr $1.10 per $1.10 per hour
hour for all for all regular
regular hours hours worked
worked
w
*Includes swing scaffold, mechanical equipment, scissors jacks, man lifts,
booms & buckets 24' or more, but not pipe scaffolding.
~,. Repair & Maintenance:
*"Glazier $ 26.50 $ 26.50 $ 26.60
Additional $ .10 per hour for all regular hours worked
**Repair & Maintenance- All repair & maintenance work on a particular building,
whenever performed, where the total cumulative contract value is under
$100,000.00.
.. ***To be allocated.
SUPPLEMENTAL BENEFITS
Per hour paid: 07/01/2013 11/01/2013 05/01/2014
iw
Journeyworker... $ 25.34 $ 25.69 $ 25.69
Repair & Maintenance:
~ Glazier** $ 15.64 $ 15.64 $ 16.14
OVERTIME PAY
OVERTIME: Premium is applied to the respective base wage only.
See (C*,D* E2, O) on OVERTIME PAGE.
iir.
* If an optional 8th hour is required to complete the entire project, the same shall be paid at the regular rate of pay. If a 9th hour is worked,
then both hours or more (8th ~ 9th or more) will be paid at double time rate of pay.
illy ** For Repair & Maintenance see (B,F, P) on overtime page.
HOLIDAY
Paid: See (1) on HOLIDAY PAGE
Overtime: See (4, 6, 16, 25) on HOLIDAY PAGE
tr The Following are paid holidays for the Repair & Maintenance Class:
New Years day, Presidents day, Memorial day, Independents day, Labor day, Thanksgiving day, Day after Thanksgiving, and Christmas day.
REGISTERED APPRENTICES
Wage per hour:
(1) year terms at the following wage rates:
07/01 /2013 11 /01 /2013
1st term $ 16.95 $ 16.95
2nd term $ 24.99 $ 25.29
3rd term $ 30.00 $ 30.35
4th term $ 40.05 $ 40.45
Supplemental Benefits:
(Per hour worked)
lstterm $ 12.07 $ 12.07
2nd term $ 17.28 $ 17.46
3rd term $ 17.28 $ 19.10
4th term. $ 22.12 $ 22.40
9-1281 (DC9 NYC)
tir
Insulator -Heat & Frost 09/01/2013
JOB DESCRIPTION Insulator -Heat & Frost DISTRICT 8
i. ENT4RE COUNTIES
Dutchess, Orange, Putnam, Rockland, Westchester
WAGES
Per hour: 07/01/2013
iiir Insulator $ 46.90
Page 35
Prevailing Wage Rates for 07/01 /2013 - 06/30/2014 Published by the New York State Department of Labor
Last Published on Sep 01 2013 PRC Number 2013008777 Dutchess County
~. Fire Stop Work* $ 24.48
* Applies on all exclusive Fire Stop Work (When contract is for Fire
Stop work only). No apprentices on these contracts only.
1Yr
_ Note: Additional $0.50 per hour for work 30 feet or more above floor or
ground level.
Note:On the last working day preceding Christmas and New Years day, workers shall work no later than 12:00 noon and shall receive 8 hrs
pay.
SUPPLEMENTAL BENEFITS
'` (per hour paid)
~' Joumeyworker $ 30.42
Fire Stop Work:
Joumeyworicer $ 15.52
OVERTIME PAY
OVERTIME: See (B ,E, O, T*, V) on OVERTIME PAGE.
HOLIDAY
HOLIDAY:
Paid: See (1) on HOLIDAY PAGE.
Overtime: See (2*, 4, 6, 16, 25) on HOLIDAY PAGE.
*Note: Labor Day triple time if worked.
REGISTERED APPRENTICES
(1) year terms.
MEMBERS PRIOR TO MAY 28, 2012
1st 2nd 3rd 4th
$ 22.80 $ 24.70 $ 33.45 $ 37.93
lr
MEMBERS INDENTURED AFTER MAY 28, 2012
1st 2nd 3rd 4th
$ 20.00 $ 24.48 $ 33.45 $ 37.93
Supplemental Benefits paid per hour paid:
Apprentices:
jy 1st term $ 12.53
2nd term 15.52
3rd term 21.45
4th term 24.47
8-91
Ironworker 09/01/2013
JOB DESCRIPTION Ironworker DISTRICT 11
ENTIRE COUNTIES
Dutchess, Orange, Putnam, Rockland, Sullivan, Ulster
WAGES
IYr 'Per hour:
07/01 /2013
Structural $ 42.77
Reinforcing` 42.77
Ornamental 42.77
Chain Link Fence 42.77
Shift Work: any irregular or off shift shall be paid 8 hours for 7 hours work.
*NOTE: For Reinforcing classification ONLY, Ironworker 4-46Reinf rates apply in Rockland county's southern section (south of Convent
Road and east of Blue Hills Road).
SUPPLEMENTAL BENEFITS
- Per hour paid:
Journeyman $ 31.48
ar
QVERTIME PAY
Page 36
~Yr
Prevailing Wage Rates for 07/01 /2013 - 06/30/2014 Published by the New York State Department of Labor
Last Published on Sep 01 2013 PRC Number 2013008777 Dutchess County
OVERTIME:.....See (B*, E**, O, V) on OVERTIME PAGE.
*Note: Double Time after 10 hours Monday thru Friday.
*"Note: On Saturdays, double time after 8 hours.
HOLIDAY
Paid: See (1) on HOLIDAY PAGE
Overtime: See (5, 6, 16) on HOLIDAY PAGE
REGISTERED APPRENTICES
Wages:
(1) year terms at the following wage.
1st 2nd 3rd 4th
~r $ 21.39 $ 25.66 $ 29.94 $34.22
Supplemental Benefits per hour worked:
1st year $ 27.04
'~° 2nd year 27.92
3rd year 28.82
4th year 29.70
11-417
Laborer -Buildina 09/01/2013
JOB DESCRIPTION Laborer -Building DISTRICT 11
ENTIRE COUNTIES
Dutchess
PARTIAL COUNTIES
~ Columbia: Only the Townships of Greenport, Claverack, Philmont,Clermont, Germantown, Livingston, Hillsdale, Gallatin, Copake, Ancram,
Taghkanic and the City of Hudson.
WAGES
*ALL WORK RELATED WITH TOXIC OR ANY ASBESTOS OR HAZARDOUS MATERIAL*
WAGES: (per hour)
07/01!2013
Premium $ 35.80
Shift Differential: On all Govermental mandated irregular or off shift work, an additional 25% of wage is required
SUPPLEMENTAL BENEFITS
Per hour worked:
Journeyman $ 23:15
OVERTIME PAY
See (B, E, O) on OVERTIME PAGE
Double time paid after the eigth hour on Saturday
HOLIDAY
Paid: See (1) on HOLIDAY PAGE
Overtime: See (5, 6) on HOLIDAY PAGE
11-17tox
Laborer -Buildina 09/01/2013
JOB DESCRIPTION Laborer -Building DISTRICT 1
ENTIRE COUNTIES
Dutchess
PARTAL COUNTIES
Columbia: Only the Townships of Ancram, Claverack, Clermont, Copake, Gallatin, Germantown, Greenport, Hillsdale, Hudson, Livingston,
Philmont and Taconic. '
WAGES
GROUP # 1:
All Laborers except those listed in Group 2
GROUP # 2:
Blaster, Laser Beam Oper., Asphalt Rakers, & Drilling Equipment Only Where a Separate Air Compressor Unit Supplies Power
Page 37
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Prevailing Wage Rates for 07/01/2013 - 06/30/2014 Published by the New York State Department of Labor
f' Last Published on Sep 01 2013 PRC Number 2013008777 Dutchess County
WAGES per hour
07/01 /2013 06/01 /2014
Additional
~' - GROUP # 1 $ 29.45 ~ 1.60*
GROUP # 2 31.80
s' Note: Any job requiring Hazwopper Certification will pay $1.00 above job classification wage rate.
fir
(*)To be allocated at a later date.
SUPPLEMENTAL BENEFITS
Per hour worked
Journeyman $ 23.05
OVERTIME PAY
See (B, F, R) on OVERTIME PAGE
HOLIDAY
Paid: See (1) on HOLIDAY PAGE
s' Overtime: See (5, 6) on HOLIDAY PAGE
tlw REGISTERED APPRENTICES
Wages per hour
07/01 /2013 06/01 /2014
1000 Hour terms
1st term $ 17.00 $1.60*
2nd term 19.65
3rd term 22.30
4th term 25.45
Note: Any job requiring Hazwopper Certification will pay $1.00 above job classification wage rate.
(*)To be allocated at a later date.
Supplemental Benefits per hour worked
.Apprentices $ 13.20 1-1000
Laborer - HeaW8~Highway 09/01/2013
JOB DESCRIPTION Laborer-Heavy&Highway DISTRICT 1
ENTIRE COUNTIES
Dutchess
PARTIAL COUNTIES
Columbia: Only the Townships of Ancram, Claverack, Clermont, Copake,Gallatin, Germantown, Greenport, Hillsdale, Hudson, Livingston,
Philmont and Taconic.
WAGES
~, GROUP # 1:
Flagperson, Placing & maintenance of all flares, cones, lights, signs, barricades, traffic patterns and all reflective type materials for traffic
control, custodial work, traffic directors, temporary heat or light tenders, tool room.
GROUP # 2:
All Other Classifications not listed in Group # 1 or Group # 3
GROUP # 3:
Asphalt Raker, Asphalt Screedman, Drilling Equipment Only Where a Separate Air Compressor Unit Supplies Power, Laser Beam Operator,
Metal Form Setters/Aligners (sidewalk), Blaster,
WAGES per hour
07/01 /2013 .
Group # 1 $ 26.25
Group # 2 30.01
~ Group # 3 31.01
Page 38
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ilia
Prevailing Wage Rates for 07/01/2013 - 06/30/2014 Published by the New York State Department of Labor
Last Published on Sep 01 2013 ~ PRC Number 2013008777 Dutchess County
~" Note: All employees working on a project that requires Hazwopper Certification will receive $1.00 per hour over job classification rate of pay.
All employees who work an irregular work day that starts after 9:00 AM on a governmental mandated schedule shall be paid an additional
15%perhour.
(*)To be allocated at a later date.
SUPPLEMENTAL BENEFITS
Per hour worked & paid Holidays
Journeyman $ 23.10
OVERTIME PAY
See (B, E, E2, O) on OVERTIME PAGE
HOLIDAY
Paid: See (5, 6, 16, 25) on HOLIDAY PAGE
Overtime: See (5, 6, 16, 25) on HOLIDAY PAGE
Note: Whenever a holidays falls on Sunday, it will be observed on the following Monday.
REGISTERED APPRENTICES
Wages per hour r
1000 hour year terms
1st Term $ 16.55
2nd Term 19.25
3rd Term 22.00
4th Term 25.20
Note: All employees working on a project that requires Hazwopper Certification-will receive $1.00 per hour over job class cation rate of pay.
All employees who work an irregular work day that starts after 9:00 AM on a governmental mandated schedule shall be paid an additional
15%perhour.
Supplemental Benefits per hour worked & paid Holidays
Apprentices $ 14.15
1-1000h
Laborer - HeavyB~Highway 09/01/2013
W' JOB DESCRIPTION Laborer -Heavy&Highway DISTRICT 11
ENTIRE COUNTIES
Dutchess
1r PARTIAL COUNTIES
Columbia: Only the Townships of Greenport, Philmont, Germantown,Livingston, Hillsdale, Taghkanic, Gallatin, Copake, Ancram, City of
Hudson.
WAGES
1r *ALL WORK RELATED WITH TOXIC OR ANY ASBESTOS OR HAZARDOUS MATERIAL*(Five feet or more outside of building foundation
line)
WAGES:(per hour)
07/01 /2013
Protective Gear Not Required (Class 2)
$ 34.00
Protective Gear Required (Class 3)
$ 37.90
SHIFT DIFFERENTIAL: On all NYS D.O.T. or other Govemmental mandated irregular or off shift work, an additional 15% of wage on straight
time pay.
SUPPLEMENTAL BENEFITS
Per hour paid:
Journeyman
$ 22.55
OVERTIME PAY
See (B, E, Q, *S) on OVERTIME PAGE
HOLIDAY
lir Paid: See (5, 6, 13, 15, 25) on HOLIDAY PAGE
Overtime: See (*1) on HOLIDAY PAGE
Page 39
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Prevailing Wage Rates for 07/01/2013 - 06/30/2014 Published by the New York State Department of Labor
Last Pubiished on Sep 01 2013 PRC Number 2013008777 Dutchess County
`NOTE: If Saturday Holiday is worked, Code S applies.
REGISTERED APPRENTICES
Wages per hour
1000 hour year terms
Pre 2011 shall include all apprentices enrolled before January 1 2011
1st term $ 20.11
~„ 2nd term 23.48
3rd term 26.78
4th term 30.09
Post 2011 shall include all apprentices enrolled on or after January 1 2011
1st term $17.19
2nd term 20.31
3rd term 23.43
4th term 26.56
Supplemental Benefits per hour paid:
Apprentice $ 16.55
11-17tox
Yrr
Laborer -Tunnel 09/01/2013
JOB DESCRIPTION Laborer -Tunnel DISTRICT 1
ENTIRE COUNTIES
Dutchess
PARTIAL COUNTIES
Columbia: Columbia: Only the Townships of Ancram, Claverack, Clermont, Copake,Gallatin, Germantown, Greenport, Hillsdale, Hudson,
Livingston, Philmont and Taconic.
WAGES
Tunnel Group #1 All clearing, tempoary and permanent roadsand parking areas, landscaping, erosion control/, traffic maintenance, flagging,
dump area,and tempoary lighting above the tunnel operations.
Tunnel Group #2 All laborers involed in tunnel operations, including but not limited to subways, sewer, water, vehicular and utility tunnels,
and shafts, manholes and access way in connection therewith.
rr _
WAGES per hour 07/01/2013
Group #1 $ 30.31
Group #2 39.87
Note: All employees working on a project that requires Hazwopper Certification will receive $1.00 per hour over job classification rate of pay.
All employees who work an irregular work day that starts after 9:00 AM on a governmental mandated schedule shall be paid an additional
15% per hour.
(") To be allocated at a later date
SUPPLEMENTAL BENEFITS
,,, Per hour worked & paid Holidays
Journeyman $23.55
OVERTIME PAY
See (B, E, E2, Q, V) on OVERTIME PAGE
HOLIDAY
Paid: See (5, 6, 16, 25) on HOLIDAY PAGE
Overtime: See (5, 6, 16, 25) on HOLIDAY PAGE
Note: Whenever a holidays falls on Sunday, it will be observed on the following Monday.
REGISTERED APPRENTICES
1000 hour year terms
lflrr 1st Term $ 16.55
2nd Term 19.25
3rd Term 22.00
4th Term 25.20
lifer
Page 40
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it
Prevailing Wage Rates for 07/01/2013 - 06!30/2014 Published by the New York State Department of Labor
Last Published on Sep 01 2013 ' PRC Number 2013008777 Dutchess County
~ Note: Alf employees working on a project that requires Hazwopper Certification will receive $1.00 per hour over job classification rate of pay.
All employees who work an irregular work day that starts after 9:00 AM on a governmental mandated schedule shall be paid an additional
15% per hour.
Supplemental benefits per hour worked & paid Holidays
•
Apprentices $14.15 -
1-1000TW
Lineman Electrician 09/01/2013
JOB DESCRIPTION Lineman Electrician DISTRICT 6
ENTIRE COUNTIES
Albany, Allegany, Broome, Cattaraugus, Cayuga, Chautauqua, Chemung, Chenango, Clinton, Columbia, Cortland, Delaware, Dutchess,
Erie, Essex, Franklin, Fulton, Genesee, Greene, Hamilton, Herkimer, Jefferson, Lewis, Livingston, Madison, Monroe, Montgomery, Niagara,
Oneida, Onondaga, Ontario, Orange, Orleans, Oswego, Otsego, Putnam, Rensselaer, Rockland, Saratoga, Schenectady, Schohane,
Schuyler, Seneca, St. Lawrence, Steuben, Sullivan, Tioga, Tompkins, Ulster, Warren, Washington, Wayne, Wyoming, Yates
WAGES
Per hour.
NOTE: Includes Teledata Work within ten (10) feet of High Voltage Transmission Lines
Below rates applicable on all overhead and underground distribution and maintenance work, and all overhead and underground transmission
line work and the installation of fiber optic cable where no other construction trades are or have been involved. (14.01.01)
07/01/2013 05/05/2014 05/04/2015
Lineman, Technician $44.12 $45.51 $46.90
Crane, Crawler Backhoe 44.12 45.51 46.90
Welder, Cable Splicer 44.12 45.51 46.90
Digging Machine Operator 39.71 40.96 42.21
Tractor Trailer Driver 37.50 38.68 39.87
Groundman, Truck Driver 35.30 36.41 37.52
Mechanic 1st Class 35.30 36.41 37.52
Flagman 26.47 27.31 28.14
Additional $1.00 per hour for entire crew when a helicopter is used
Below rates applicable on all electrical sub-stations, switching structures, fiber optic cable and all other work not defined as "Utility outside
electrical work". (14.02.01-A)
I1ir Lineman, Technician $44.12 $45.51 $46.90
Crane, Crawler Backhoe 44.12 45.51 46.90
Cable Splicer-Pipe Type Cable 48.53 50.06 51.59
Cert. Welder-Pipe Type Cable 46.33 47.79 49.25
.Digging Machine Operator 39.71 40.96 42.21
Tractor Trailer Driver 37.50 38.68 39.87
Mechanic 1st Class 35.30 36.41 37.52
Groundman, Truck Driver 35.30 36.41 37.52
Flagman 26.47 27.31 28.14
Additional $1.00 per hour for entire crew whe n a helicopter is used.
Below rates apply on switching structures, maintenance projects, railroad catenary install/maintenance third rail installation, bonding of rails
and pipe type cable and installation of fiber optic cable. (14.02.01-B)
Lineman, Technician, Welder $45.40 $46.80 $48.20
Crane, Crawler Backhoe 45.40 46.80 48.20
Digging Machine Operator 40.86 42.12 43.38
Tractor Trailer Driver 38.59 39.78 40.97
Groundman, Truck Driver 36.32 37.44 38.56
Mechanic 1st Class 36.32 37.44 38.56
Flagman 27.24 28.08 28.92
Cert. Welder-Pipe Type Cable 47.67 49.14 50.61
Cable Splicer-Pipe Type Cable 49.94 51.48 53.02
~"` Additional $1.00 per hour for entire crew whe n a helicopter is used.
Page 41
rr
rr
in
+yr
Yr
Prevailing Wage Rates for 07/01/2013 - 06/30/2014 Published by the New York State Department of Labor
Last Published on Sep 01 2013 PRC Number 2013008777 Dutchess County
Below rates applicable on all overhead and underground transmission line work & fiber optic cable where other construction trades are or
have been involved. This applies to transmission line work only, not other construction. (14.03.01)
Lineman, Technician, Welder $46.62 $48.02 $49.41
Crane, Crawler Backhoe 46.62 48.02 49.41
Cable Splicer 46.62 48.02 49.41
Digging Machine Operator 41.96 43.22 44.47
Tractor Trailer Driver 39.63 40.82 42.00
Groundman, Truck Driver 37.30 38.42 39.53
Mechanic 1st Class 37.30 38.42 39.53
Flagman 27.97 28.81 29.65
Additional $1.00 per hour for entire crew when a helicopter is used
** IMPORTANT NOTICE **
Four (4), ten (10) hour days may be worked at straight time during a week, Monday thru Thursday. Friday may be used as a make-up day.
*Effective 05/06/2013, Tuesday thru Friday may be worked with no make-up day.
NOTE - In order to use the '4 Day/10 Hour Work Schedule,' you must submit an 'Employer Registration for Use of 4 Day/10 Hour Work
Schedule,' form PW30R; additionally, there must be a dispensation of hours in place on the project.
SUPPLEMENTAL BENEFITS
Per hour worked including holidays listed below:
The following SUPPLEMENTAL BENEFITS apply to all classification categories of CONSTRUCTION, TRANSMISSION and
DISTRIBUTION.
$19.00 $19.75 $20.50
*plus 7.5% of *plus 7.5% of *plus 7.5% of
hourly wage hourly wage hourly wage
*The 7.5% is based on the hourly wage paid, straight time rate or premium rate.
OVERTIME PAY
See (B, E, O,) on OVERTIME PAGE. *Note* Double time for all emergency work designated by the Dept. of Jurisdiction.
NOTE: THE FOLLOWING RATES WILL APPLY ON ALL CONTRACTING AGENCY MANDATED MULTIPLE SHIFTS OF AT LEAST FIVE
(5) DAYS DURATION WORKED BETWEEN THE HOURS LISTED BELOW:
1ST SHIFT 8:00 AM to 4:30 PM REGULAR RATE
2ND SHIFT 4:30 PM to 1:00 AM REGULAR RATE PLUS 17.3
3RD SHIFT 12:30 AM to 9:00 AM REGULAR RATE PLUS 31.4
HOLIDAY
Paid See (5, 6, 8, 13, 25) on HOLIDAY PAGE plus Governor of NYS Election Day.
Overtime See (5, 6, 8, 13, 25) on HOLIDAY PAGE plus Governor of NYS Election Day.
SUPPLEMENTS for holidays paid at straight time
REGISTERED APPRENTICES
WAGES: 1000 hour terms at the following percentage of Journeyman's wage.
1st 2nd 3rd 4th 5th 6th 7th
60% 65% 70% 75% 80% 85% 90%
SUPPLEMENTAL BENEFITS: Same as Journeyman
6-1249a
Lineman Electrician -Teledata 09101/2013
JOB DESCRIPTION Lineman Electrician -Teledata DISTRICT 6
ENTIRE COUNTIES
A-bany, Allegany, Broome, Cattaraugus, Cayuga, Chautauqua, Chemung, Chenango, Clinton, Columbia, Cortland, Delaware, Dutchess,
Erie, Essex, Franklin, Fulton, Genesee, Greene, Hamilton, Herkimer, Jefferson, Lewis, Livingston, Madison, Monroe, Montgomery, Niagara,
Oneida, Onondaga, Ontario, Orange, Orleans, Oswego, Otsego, Putnam, Rensselaer, Rodctand, Saratoga, Schenectady, Schohane,
Schuyler, Seneca, St. Lawrence, Steuben, Sullivan, toga, Tompkins, Ulster, Warren, Washington, Wayne, Westchester, Wyoming, Yates
WAGES
Per hour:
Page 42
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Prevailing Wage Rates for 07/01 /2013 - 06!30/2014 Published by the New York State Department of Labor
Last Published on Sep 01 2013 PRC Number 2013008777 Dutchess County
FOR OUTSIDE WORK.
07/01/2013 01/01/2014
w
Cable Splicer $28.55 $29.12
Installer, Repairman 27.10 27.64
Teledata Lineman 27.10 27.64
~ Technician, Equipment Operator 27.10 27.64
Groundman 14.37 14.66
NOTE: EXCLUDES Teledata work within ten (10) feet of High Voltage (600 volts and over) transm ission lines. For this work please see
LINEMAN.
SUPPLEMENTAL BENEFITS
Per hour worked:
`' $ 4.43 $ 4.43
~ *plus 3% of *plus 3% of
wage paid wage paid
*The 3% is based on the hourly wage paid, straight time rate or premiu m rate.
it
OVERTIME PAY
See (B, E, Q) on OVERTIME PAGE
,,, HOLIDAY
Paid: See (1) on HOLIDAY PAGE
Overtime: See (5, 6, 16) on HOLIDAY PAGE
6-1249LT -Teledata
~ Lineman Electrician Traffic Signal Lighting 09101/2013
JOB DESCRIPTION Lineman Electrician -Traffic Signal Lighting DISTRICT 6
ENTIRE COUNTIES
Columbia, Dutchess, Orange, Putnam, Rockland, Ulster
WAGES
Per hour.
07/01 /2013
05/05/2014
05/04/2015
05102/2016
*
Additional
Technician $40.45
Lineman 41.39 42.32 $2.00
,
Crawler Backhoe 40.45 _
Crane 41.39 42.32 2.00
,
Certified Welder 42.47 43.46 44.44 2.00
Digging Machine 36.41 37.25 38.09 2.00
Tractor Trailer Driver 34.38 35.18 35.97 2.00
Groundman, Truck Driver 32.36 33.11 33.86 2.00
Mechanic 1st Class 32.36 33.11 33.86 2.00
Flagman 24.27 24.83 25.39 2.00
* To be allocated at a later date.
Above rates applicable on all Lighting and Traffic Signal Systems and the installation, testing, operation, maintenance and repair of all traffic
control and illumination projects, traffic monitoring systems, road weather information systems and the installation of Fiber Optic Cable.
~' ** IMPORTANT NOTICE **
Four (4), ten (10) hour days may be worked at straight time during a week, Monday thru Thursday. Friday may be used as a make-up day.
*Effective 05/06/2013, Tuesday thru Friday may be worked with no make-up day.
NOTE - In order to use the '4 Day/10 Hour Work Schedule,' you must submit an 'Employer Registration for Use of 4 Day/10 Hour Work
Schedule,' form PW30R; additionally, there must be a dispensation of hours in place on the project.
SUPPLEMENTAL BENEFITS
Per hour wortced including holidays listed below:
All class cations $19.00 $19.75 $20.50
*plus 7.5% of *plus 7.5% of *plus 7.5% of
hourly wage hourly wage hourly wage
it .
* The 7.5% is based on the hourly wage paid, straight time rate or premium rate.
Page 43
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Prevailing Wage Rates for 07/01 /2013 - 06/30/2014 Published by the New York State Department of Labor
Last Published on Sep 01 2013 PRC Number 2013008777 Dutchess County
x'" -
lir Supplements paid at STRAIGHT TIME rate for holidays.
OVERTIME PAY
See (B, E, Q) on OVERTIME PAGE. *Note* Double time for all emergency work designated by the Dept. of Jurisdiction.
NOTE: THE FOLLOWING RATES WILL APPLY ON ALL CONTRACTING AGENCY MANDATED MULTIPLE SHIFTS OF AT LEAST FIVE
(5) DAYS DURATION WORKED BETWEEN THE HOURS LISTED BELOW:
1ST SHIFT 8:00 AM TO 4:30 PM REGULAR RATE
2ND SHIFT 4:30 PM TO 1:00 AM REGULAR RATE PLUS 17.3%
3RD SHIFT 12:30 AM TO 9:00 AM REGULAR RATE PLUS 31.4%
HOLIDAY
Paid See (5, 6, 8, 13, 25) on HOLIDAY PAGE and Governor of NYS Election Day.
Overtime See (5, 6, 8, 13, 25) on HOLIDAY PAGE and Govemor of NYS Election Day.
REGISTERED APPRENTICES
WAGES: 1000 hr terms at the following percentage of Journeyman's wage.
1st 2nd 3rd 4th 5th 6th 7th
60% 65% 70% 75% 80% 85% 90%
SUPPLEMENTAL BENEFITS: Same as Journeyman
6-1249aReg8LT
~` Lineman Electrician -Tree Trimmer 09/01/2013
JOB DESCRIPTION Lineman Electrician -Tree Trimmer DISTRICT 6
ENTIRE COUNTIES
Albany, Allegany, Broome, Cattaraugus, Cayuga, Chautauqua, Chemung, Chenango, Clinton, Columbia, Cortland, Delaware, Dutchess,
Erie, Essex, Franklin, Fulton, Genesee, Greene, Hamilton, Herkimer, Jefferson, Lewis, Livingston, Madison, Monroe, Montgomery, Niagara,
Oneida, Onondaga, Ontario, Orange, Orleans, Oswego, Otsego, Putnam, Rensselaer, Rockland, Saratoga, Schenectady, Schoharie,
Schuyler, Seneca, St. Lawrence, Steuben, Sullivan, Tioga, Tompkins, Uister, Warren, Washington, Wayne, Wyoming, Yates
~" WAGES
Per hour...
Applies to line clearance, tree work and right-of-way preparation on all new or existing energized overhead or underground electrical,
~' telephone and CATV lines. This also would include stump removal near underground energized electrical lines, including telephone and
CAN lines.
07/01 /2013
1r
Tree Trimmer $ 22.08
Equipment Operator 19.48
Mechanic 19.48
iir- Truck Driver 16.46
Groundman 13.51
Flag person 9.62
'~ SUPPLEMENTAL BENEFITS
Per hour worked including holidays listed below:
$ 8.30
Irr - *plus 3% of
hourly wage
* The 3% is based on the hourly wage paid, straight time rate or premium rate.
~' OVERTIME PAY
See (B, E, O) on OVERTIME PAGE
? HOLIDAY
Paid: See (5, 6, 8, 15, 16, 25) on HOLIDAY PAGE
Overtime: See (5, 6, 8, 15, 16, 25) on HOLIDAY PAGE
6-1249TT
Mason - Bui
Yr
it
JOB DESCRIPTION Mason -Building
Page 44
DISTRICT 9
09!0112013
rrr
Prevailing Wage Rates for 07/01 /2013 - 06/30/2014 Published by the New York State Department of Labor
Last Published on Sep 01 2013 PRC Number 2013008777 Dutchess County
'~ ENTIRE COUNTIES
Dutchess, Sullivan, Ulster
WAGES
~ Per hour: 07/01!2013
Building
Tile, Marble, & Terrazzo
Finisher $ 39.56
MAY BE ALLOCATED BETWEEN WAGES AND BENEFITS
$; SUPPLEMENTAL BENEFITS
Joumeyman: 07/01/2013
Per Hour. $ 16.33* plus $ 6.17
j~ * This portion of benefit subject to same premium as wages
OVERTIME PAY
See (A, *E, O) on OVERTIME PAGE
* Double time rate applies after 10 hours
HOLIDAY
Paid: See (1) on HOLIDAY PAGE
Overtime: See (5, 6, 8, 10, 11, 15, 16) on HOLIDAY PAGE
9-7/886-tf
Mason -Building 09/01/2013
JOB DESCRIPTION Mason -Building DISTRICT 9
ENTIRE COUNTIES
Dutchess, Sullivan, Ulster
WAGES
Per hour:
07/01 /2013
Building:
Tile, Marble,&
+lilr Terrazzo Mechanic/Setter $ 45.01
SUPPLEMENTAL BENEFITS
Per Hour.
Journeyman: $ 20.88* plus $6.27
* This portion of the benefits subject to same premium as wages.
OVERTIME PAY
See (B, *E, Q) nn OVERTIME PAGE
Double time rate applies after 10 hours
HOLIDAY
Paid: See (1) on HOLIDAY PAGE
Overtime: See (5, 6, 11, 15, 16, 25) on HOLIDAY PAGE
REGISTERED APPRENTICES
Wages per hour:
~, (750 hour) terms at the following wages:
1st 2nd 3rd 4th 5th 6th 7th 8th
$23.19 $25.39 $27.71 $30.02 $32.33 $34.63 $39.24 $43.86
Supplemental Benefits (per Hour):
1st 2nd 3rd 4th 5th 6th 7th 8th
$15.85 $17.44 $19.02 $20.62 $22.19 $23.78 $26.94 $30.11
9-7/526
Mason -Building 09/01/2013
JOB DESCRIPTION Mason -Building DISTRICT 11
Page 45
iAlr
Prevailing Wage Rates for 07/01/2013 - 06/30/2014 Published by the New York State Department of Labor
Last Published on Sep 01 2013 PRC Number 2013008777 Dutchess County
~` ENTIRE COUNTIES
Dutchess, Sullivan, Ulster
PARTIAL COUNTIES
Orange: Entire county except the Township of Tuxedo.
WAGES
Per hour.
07/01 /2013
Brickayer $ 37.57
Cement Mason Bldg 37.57
Plasterer/Stone Mason 37.57
Pointer/Caulker 37.57
Additional $1.00 per hour for power saw work
Additional $0.50 per hour for swing scaffold or staging work
SHIFT DIFFERENTIAL: When shift work is mandated or required by state, federal, county, local or other governmental agency contracts, the
following rates apply.
Second shift an additional 15% of wage plus benefits to be paid
Third shift an additional 25% of wage plus benefits to be paid
SUPPLEMENTAL BENEFITS
~ Per hour paid:
Journeyman $ 28.13
OVERTIME PAY
Cement Mason See (D, E2, O) on OVERTIME PAGE.
1rr All Others See (B, E, E2, O) on OVERTIME PAGE:
HOLIDAY
Paid: See (1) on HOLIDAY PAGE
Overtime: See (5, 6} on HOLIDAY PAGE
~`_ REGISTERED APPRENTICES
Wages per hour.
750 hour terms at the following percentage of Journeyman's wage
1st 2nd 3rd 4th 5th 6th 7th 8th
50% 55% 6D% 65% 70% 75% 80% 85%
~+ Supplemental Benefits per hour paid
750 hour terms at the following percentage of journeyman supplements
1st 2nd 3rd 4th 5th 6th 7th 8th
fir 50% 55% 60% 65% 70% 75% 80% 85%
Apprentices indentured before September 1, 2009 receive full journeyman benefits
11-5du-b
Mason - Heavyi3<Highway 09/01/2013
JOB DESCRIPTION Mason -Heavy&Highway DISTRICT 11
ENTIRE COUNTIES
Dutchess, Sullivan, Ulster
PARTIAL COUNTIES
Orange: Entire county except the Township of Tuxedo.
WAGES
Per hour: ..
07/01 /2013
~" Bricklayer $ 38.07
Cement Mason 38.07
Marble/Stone Mason 38.07
Plasterer 38.07
Pointer/Caulker 38.07
Page 46
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~.
Prevailing Wage Rates for 07/01 /2013 - 06/30/2014 Published by the New York State Department of Labor
Last Published on Sep 01 2013 PRC Number 2013008777 Dutchess County
Additional $1.00 per hour for power saw work
Additional $0.50 per hour for swing scaffold or staging work
SHIFT DIFFERENTIAL: When shift work is mandated or required by state, federal, county, local or other governmental contracts, the
1rr following rates apply.
Second shift an additional 15% of wage plus benefits to be paid
Third shift an additional 25% of wage plus benefits to be paid
SUPPLEMENTAL BENEFITS
Per hour paid:
Joumeyman $ 28.13
OVERTIME PAY
See (B, O) on OVERTIME PAGE
HOLIDAY
Paid: See (5, 6, 15, 25) on HOLIDAY PAGE
Overtime: See (5, 6, 15, 25) on HOLIDAY PAGE
REGISTERED APPRENTICES
Wages per hour:
750 hour terms at the following percentage of Journeyman's wage
1st 2nd 3rd 4th 5th 6th 7th 8th
50% 55% 60% 65% 70% 75% 80% 85%
Supplemental Benefits per hour paid
750 hour terms at the following percentage of journeyman supplements
1st 2nd 3rd 4th 5th 6th 7th 8th
~ 50% 55% 60% 65% 70% 75% 80% 85%
Apprentices indentured before September 1, 2009 receive full journeyman benefits
i1-5du-H/H
i~r
Operating Engineer -Building 09/01/2013
JOB DESCRIPTION Operating Engineer -Building DISTRICT 8
~ ENTIRE COUNTIES
Putnam, Westchester
PARTIAL COUNTIES
~ Dutchess: All the counties of Westchester and Putnam and the southern part of Dutchess County defined by the northern boundary line of
the City of Poughkeepsie, then due east to Route 115, then north along Route 115 to Bedell Road, then east along Bedell Road to Van
Wagner Road, then north along Van Wagner Road to Bower Raad, then east along Bower Road to Route 44 and along Route 44 east to
Route 343, then along Route 343 east to the northern boundary of Town of Dover Plains and east along the northern boundary of Town of
Dover Plains to the border line of the State of Connecticut and bordered on the west by the middle of the Hudson River.
IY WAGES
GROUP I:
Cranes(All Types up to 49 tons), Boom Trucks, Cherry Pickers,
Clamshell Crane, Derrick, Dragline, Franki Pile Rig or
~ similar, High Lift (Lull or similar) with crane attachment and winch used for hoisting or lifting, Pile Drivers, Potain and similar.
Cranes (All types 50-99 tons), Conventional and Hydraulic.
Cranes (All types 100 tons and over), Tower, Climbing, Conventional, Hydraulic.
GROUP I-A: Barber Green Loader-Euclid Loader, Bulldozer, Carrier-Trailer
Horse, Concrete Cleaning Decontamination Machine Operator,Concrete-Portable
~, Hoist, Conway or Similar Mucking Machines, Elevator & Cage, Excavators all
types, Front End Loaders, Gradall, Shovel, Backhoe, etc.(Crawler or Truck),
Heavy Equipment Robotics OperatorlMechanic, Hoist Engineer-Material, Hoist
Portable Mobile Unit, Hoist-Single, Double or Triple Drum, Horizontal
Directional Drill Locator, Horizontal Directional Drill Operator,and Jersey
Spreader, Letourneau or Tournapull(Scrapers over 20 yards Struck), Lift
Slab Console, etc., Lull HiLift or Similar, Maintenance Engineer, Master
Environmental Maintenance Mechanics, Mucking Machines Operator/Mechanic or
Similar Type, Overhead Crane, Pavement Breaker(Air Ram), Paver(Concrete),
Post Hole Digger, Power House Plant, Road Boring Machine, Road Mix Machine,
Page 47
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Prevailing Wage Rates for 07/01/2013 - 06!30/2014 Published by the New York State Department of Labor
Last Published on Sep 01 2013 PRC Number 2013008777 Dutchess County
. Ross Carrier and Similar Machines, Rubber tire double end backhoes and
similar machines, Scoopmobile-Tractor-Shovel Over 1.5 yards,
Shovel (Tunnels Side Boom, Spreader (Asphalt Telephies(Cableway), Tractor
Type Demolition Equipment, Trenching Machines-Vermeer Concrete Saw Trencher
~ and Similar, Ultra High Pressure Waterjet Cutting Tool System, Vacuum
Blasting Machine operator/mechanic, Winch Truck A Frame).
GROUP I-B: Compressor (Steel Erection), Mechanic (Outside All Types,
Negative Air Machine (Asbestos Removaq, Pulse Meter, Push Button (Buzz Box),
Elevator, Welder.
GROUP II: Bulldozer D6 and Under, Compactor Self-Propelled, Grader,
Machines Pulling Sheep's Foot Roller, Roller 4 ton and over, Scrapers-20
yards Struck and Under, Vibratory Rollers, etc.
GROUP III-A: Asphalt Plant, Boiler (High Pressure), Concrete Mixing Plants,
'' Concrete Pump, Fireman, Forklift, Forklift (Electric) Joy Drill or similar
Tractor Drilling Machine, Loader-1 1/2 yards and under, Locomotive
(All Sizes), MixerConcrete-21 E and over, Portable Asphalt Plant, Portable
Batch Plant, Portable Crusher, Quarry Master, StoneCrusher, Well Drilling
Machine, Well Point System, Concrete Buggy, One Yard and Up Ride on Dumper,
Benford or Similar,Bobcat.
GROUP III-B: Compressor Over 125 cu.Feet, Conveyor Belt Machine Regardless
of Size, Compressor Plant, Ladder Hoist, Lighting Unit (Portable &
Generator), Stud Machine, Welding Machine (Steel Erection & Excavation).
GROUP IV-A: Air Tractor Drill, Batch. Plant, Bending Machine, Concrete
Breaker, Concrete Spreader, Curb Cutter Machine, Farm Tractor (all types),
Finishing Machine-Concrete, Material Hopper-sand stone-cement,
Mixer-Concrete-Under 21 E, Mulching Grass Spreader, Pump-Gypsum etc, Fine
Grading Machine, Roller under 4 Ton Hepa Vac Clean Air Machine, Spreading
and Fine Grading Machine, Steel Cutting Machine, Siphon Pump-air-steam,
~r Tar Joint Machine, Turbo Jet Burner or Similar Equipment, Vibrator (1 to 5),
Fine Grading Machine, Roof Hoist (Tugger Hoist), Television Cameras for
Water, Sewer, Gas etc. Pump-Plaster-Grout-Fireproofing.
{.
GROUP IV-B: Compressor to 125 feet, Dust Collector, Heater all types, Pump,
Pump Station (Water and Sewer), Steam Jenny, Sweeper, Chipper, Mulcher.
GROUP V-A: Concrete Saw, Oiler Fuel Truck, Oiler Grease Truck.
GROUP V-B: Mechanics Helper, Oiler, Stock Attendant, Paint Compressor,
Welder's Helper, Motorized Roller (walk behind).
GROUP VI-A: Master Mechanic, Assistant Master Mechanic, Helicoper Hoist
Operator, Helicopter Pilot, Helicopter Signal Man, Welder Certified.
GROUP VI-B: Utility Man, Warehouse Man, Second Engineer, Cable Splicer.
~ WAGES: (per hour)
07/01 /2013
GROUP 1
Cranes- up to 100 tons $ 56.33
Mr Cranes- 100 tons and over 63.76
GROUP I-A 49.17
GROUP I-B 45.22
GROUP II 47.40
11r GROUP III-A 45.62
GROUP III-B 43.37
GROUP IV-A 45.15
GROUP IV-B 37.99
~r GROUP V-A 43.37
GROUP V-B 41.05
GROUP VI-A
`r Helicopter Hoist Oper 50.03
«~~-
Page 48
iir
(
fir
Prevailing Wage Rates for 07/01/2013 - 06/30/2014 Published by the New York State Department of Labor
Last Published on Sep 01 2013 PRC Number 2013008777 Dutchess County
Helicopter Pilot 57.14
Helicopter Signal Man 44.69
Welder Certified 48.25
GROUP VI-B
rwr Utility Man 38.89
Warehouse Man 40.82
Second Engineer 40.90
Cable Splicer 44.84
Art additional 20% to wage when required to wear protective equipment on
hazardous/toxic waste projects.
Engineers operating cranes with booms 100 feet but less than 149 feet in
length will be paid an additional $2.00 per hour. Engineers operating
cranes with booms 149 feet or over in length will be paid an additional
$3.00 per hour.
Loader operators over 5 cubic yard capacity additional .50 per hour.
Shovel operators over 4 cubic yard capacity additional $1.00 per hour.
SUPPLEMENTAL BENEFITS
Per hour.
~ 07/01 /2013
Il~r Joumeyworker $ 18.93
Per hour paid
+$8.02
i; Per hour worked
OVERTIME PAY
OVERTIME:..... See (B, E, U`, V) on OVERTIME PAGE.
HOLIDAY
HOLIDAY:
~` Paid:......... See (5, 6, 10, 11, 12, 15) on HOLIDAY PAGE.
Overtime:..... See (5, 6, 10, 11, 12, 15) on HOLIDAY PAGE.
~, 'Note: For Holiday codes 5 & 6, code T applies.
Note: If employees are required to work on Easter Sunday
they shall be paid at the rate of triple time.
8-1376
® Operating Engineer -Building 09/01/2013
JOB DESCRIPTION Operating Engineer -Building DISTRICT 9
ENTIRE COUNTIES
Bronx, Kings, New York, Putnam, Queens, Richmond, Westchester
PARTIAL COUNTIES
Dutchess: that part of Dutchess County lying south of the North City Line of the City of Poughkeepsie.
WAGES
NOTE: Construction surveying
Party chief-One who directs a survey party
lnstrument Man-One who runs the instrument and assists Party Chief.
Rodman--One who holds the rod and assists the Survey Crew
Wages:(Per Hour) 07!01/2013 07/01/2014
Additional
Building Constr.
Party Chief $57.27
lnstrument Man $44.48
Rodman $28.71
Steel Erection:
Party Chief $58.50 $2.52
Instrument Man $45.53 2.16
Rodman $29.25 1.73
~- Heavy Construction:
Foundation, Excavation.
Party Chief $62.61
Instument man $46.00
iiin Rodman $38.61
Page 49
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Prevailing Wage Rates for 07/01/2013 - 06/30/2014 Published by the New York State Department of Labor
Last Published on Sep 01 2013 PRC Number 2013008777 Dutchess County
a
~"' SUPPLEMENTAL BENEFITS
Per Hour: 07/01/2013
All Classifications $ 30.62
Premium*
All Catergories $ 42.74
Premium"`*
~r
All Classes $ 54.84
*Apply to instances where 1-1/2 regular rate are paid
(~ **Applies to instances where 2 times the regular rate are paid
OVERTIME PAY
See (A, B, *E, O) on OVERTIME PAGE
* Doubletime paid on the 8th hour on Saturday.
trr Note:Overtime code "A" applies to Building Construction Category.
HOLIDAY
Paid: See (5, 6, 8, 11, 12, 15, 25) on HOLIDAY PAGE
Overtime: See (5, 6, 8, 11, 12, 25) on HOLIDAY PAGE
llrr "Applies to Building Construction category
9-15Db
Operating Engineer -Building 09/01/2013
JOB DESCRIPTION Operating Engineer- Building DISTRICT 1
ENTIRE COUNTIES
Albany, Clinton, Columbia, Essex, Franklin, Fulton, Greene, Hamilton, Herkimer, Montgomery, Otsego, Rensselaer, Saratoga, Schenectady,
y~ Schoharie, Warren, Washington
PARTIAL COUNTIES
Dutchess: Defined as north of the northem boundary line of City of Poughkeepsie then due east to Route 115 to Bedelt Road then east
along Bedelt Road to VanWagner Road then north along VanWagner Road to Bower Road then east along Bower Road to Rte. 44 east to
Route 343 then along Route 343 east to the northem boundary of Town of Dover Plains and east along the northem boundary of Town of
Dover Plains to Connecticut.
WAGES
CLASS A1:
w Crane, hydraulic cranes, tower crane, locomotive crane, piledriver, cableway, derricks,whirlies, dragline, boom trucks over 5 tons.
CLASS A:
Shovel, all Excavators (including rubber tire full swing), Gradalls, power road grader, all CMI equipment, front-end rubber tine loader, tractor-
mounted drill (quarry master), mucking machine, concrete central mix plant, concrete pump, belcrete system, automated asphalt concrete
plant, and tractor road paver, boom trucks 5 tons and under, maintenance engineer, self-contained crawler drill-hydraulic rock drill.
CLASS B:
Backhoes (rubber tired backhoe/loader combination), bulldozer, pushcat, tractor, traxcavator, scraper, LeToumeau grader, form fine grader,
~-' self-propelled soil compactor (fill roller), asphalt roller, blacktop spreader, power brooms, sweepers, trenching machine, Barber Green loader,
side booms, hydro hammer, concrete spreader, concrete finishing machine, one drum hoist, power hoisting (single drum), hoist two drum or
more, three drum engine, power hoisting (two drum and over), two drum and swinging engine, three drum swinging engine, hod hoist, A-L
' frame winches, core and well drillers (one drum), post hole digger, model CHB Vibro-Tamp or similar machine, batch bin and plant operator,
~ dinky locomotive, skid steer loader, track excavator 5/8 cubic yard or smaller, front end rubber tired loader under four cubic yards, vac truck.
CLASS C:
Fork lift, high lift, all terrain fork lift: or similar, oiler, fireman and heavy-duty greaser, boilers and steam generators, pump, vibrator, motor
i1M~ mixer, air compressor, dust collector, welding machine, well point, mechanical heater, generators, temporary light plants, electric
submersible pumps 4" and over, murphy type diesel generator, conveyor, elevators, concrete mixer, beltcrete power pack (belcrete system),
seeding, and mulching machines, pumps.
~. * In the event that equipment listed above is operated by robotic control, the classification covering the operation will be the same as if
manually operated.
WAGES per hour 07/01/2013 07/01/2014
Class # Al $ 36.55 $ 37.90
,Page 50
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Prevailing Wage Rates for 07/01/2013 - 06/30/2014 Published by the New York State Department of Labor
Last Published on Sep 01 2013 PRC Number 2013008777 Dutchess County
~"` Class # A 36.11 37.46
Class # B 35.20 36.55
Class # C 32.63 33.98
Additional $0.50 per hr for Tower Cranes.
Additional $1.00 per hr for Cranes with Boom length & jib 150ft. and over.
Additional $2.00 per hr for Cranes with Boom length & jib 200ft. and over.
Additional $2.00 per hr over B rate for Nuclear Leader work.
Additional $0.40 per hr for tunnel or excavation of shaft 40' or more deep.
SUPPLEMENTAL BENEFITS
Per hour worked
Journeyman $ 23.12 $ 23.87
OVERTIME PAY
"' See (B, E, Q) on OVERTIME PAGE
+r.
HOLIDAY
Paid: See (1) on HOLIDAY PAGE '
Overtime: See (5, 6) on HOLIDAY PAGE
Note: If a holiday falls on Sunday, it will be celebrated on Monday. If the holiday falls on Saturday, it will be celebrated on Friday.
Employees who work a Saturday holiday shall be paid double time plus the holiday pay.
REGISTERED APPRENTICES
Wages per hour
1000 hours terms at the following percentage of Journeyman's wage Class B
1st 2nd 3rd 4th
60% 70% 80% 90%
Supplemental Benefits per hour worked
07/01 /2013 07/01 /2014
All terms $ 18.55 $ 19.30
1-158 Alb
~ Operating Engineer -Heald&Highway 09/01/2013
JOB DESCRIPTION Operating Engineer -Heavy&Highway DISTRICT 9
ENTIRE COUNTIES
Putnam, Westchester
PARTIAL COUNTIES
Dutchess: South of the North city line of Poughkeepsie
WAGES
NOTE: Also covers Feasibility and Preliminary Design surveying, Line and Grade
surveying for Inspection or Supervision of Construction when preformed under
a Consulting Engineer Agreement.
r Party Chief -One who directs a survey party
Instrument Man -One who runs the instrument and assists Party Chief
Rodman -One who holds the rod and in general, assists the Survey Crew
) Catorgories cover GPS & Underground Suveying
Per Hour: 07/01/2013
Party Chief $ 60.29
Instrument Man 44.16
~. Rodman 36.93
SUPPLEMENTAL BENEFITS '
Per Hour: 07/01/2013
wr
All Catorgories
'° Straight Time: $ 30.62
Premium:
Page 51
Prevailing Wage Rates for 07/01 /2013 - 06/30/2014 Published by the New York State Department of Labor
Last Published on Sep 01 2013 PRC Number 2013008777 Dutchess County
1rr
Time & 1/2 $ 42.74
Double Time $54,94
w OVERTIME PAY
See (B, *E, Q) on OVERTIME PAGE
* Doubletime paid on the 9th hour on Saturday.
HOLIDAY
Paid: See (5, 6, 7, 11, 12) on HOLIDAY PAGE
Overtime: See (5, 6, 7, 11, 12 on HOLIDAY PAGE
9-15Dh
(ir Operating Engineer - Heavy8~Highway 09/01/2013
JOB DESCRIPTION Operating Engineer- Heavyi3~Highway DISTRICT 8
ENTIRE COUNTIES
~.. Putnam, Westchester
PARTIAL COUNTIES
Dutchess: All the counties of Westchester and Putnam and the southern part of Dutchess County defined by the northern boundary line of
? the City of Poughkeepsie, then due east to Route 115, then north along Route 115 to Bedell Road, then east along Bedell Road to Van
ilrr Wagner Road, then north along Van Wagner Road to Bower Road, then east along Bower Road to Route 44 and along Route 44 east to
Route 343, then along Route 343 east to the northern boundary of Town of Dover Plains and east along the northern boundary of Town of
Dover Plains to the border line of the State of Connecticut and bordered on the west by the middle of the Hudson River.
WAGES
Illr GROUP I: Boom Truck, Cherry Picker, Clamshell, Crane, (Crawler, Truck),
Dragline,Rough Terrain Crane.
GROUP I-A: Auger; Auto Grader, Dynahoe and Dual purpose and similar machines, Barber Green Loader-Euclid Loader or similar type
machine, boat captain, boring machine(all types), Bulldozer-All Sizes, Central Mix Plant Operator, Cherry Picker(Cableway)-Hydraulic,
chipper (all types), close circuit t.v., Compactor with Blade,Concrete Portable Hoist, C.M.I, or Similar, Conway or Similar Mucking Machines,
Gradall, Shovel Backhoe, etc. Grader, Derrick (Stone-Steel) Elevator i3< Cage, Front End Loaders over 1 1/2yds Hoist Single, Double, Triple
Drum, Hoist Portable Mobile Unit, Hoist Engineer Concrete(Crane-Derrick-Mine Hoist), Hoist Engineer-Material, Hydraulic Boom, Letoumeau
or Tournapufl (Scrapers over 20 yds struck), Mucking Machines, Overhead Crane, Paver (concrete) Pulsemeter, Push Button (Buss Box)
Elevator, Road Mix Machines, Ross Carrier and similar, Shovels (Tunnels), SideBoom, Spreader (asphalt), Scoopmobile-Tractor-Shovel
over 1 1/2 yards, Trenching Machines, Telephies-Vermeer Concrete Saw Trencher and/or Similar, Tractor type Demolition Equipment,
Whirly,P-811 Track Renewal Machine-Similiar, certified Welder, Excavator (and all attachments).
~" GROUP I-B: Road Paver-Asphalt.
GROUP II-A: Balast regulators, Compactor Self Propelled, Cow Tracks, Fusion Machine, Rail Anchor Machines, Scrapers-20 yds truck and
under, Switchtampers, Vibrator Roller, etc., Roller 4 ton and over, Welder.
GROUP II-B: Mechanic-All Types.
GROUP III: Air Tractor Drill, Asphalt Plant, Batch Plant, Boiler (High Pressure), Concrete Breaker, Concrete Pump, Concrete Spreader, Curb
~' Cutter Machine, Farm Tractor (All Types), Finishing Machine (Concrete) Fine Grading Machine, Fireman, Forklift, Forklift (Electric) John
Henry drill or similar, Joy Drill or similarTractor Drilling Machine, Loader 1 1/2 yards and under, Locomotive(All Sizes), Maintenance
•~ Engineer, Machine Pulling Sheep's Foot Roller, Material Hopper, Mixer Concrete-21 E and over, Mulching Grass Spreader, Portable Plant,
Portable Batch Plant, Portable Crusher, Powerhouse Plant, Quarry Master,Roller under 4 ton, Spreading and Fine Grading Machine, Steel
~' Cutting Machine, Stone Crusher, Sweeper, Turbo JetBumer or Similar, Well Drilling Machine, Winch Truck, "A" Frame Truck, Skid
Steer/Bobcat.
GROUP IV-A: Service Man (Fuel Truck), Service Man (Grease Truck).
~l+
GROUP IV-B: Compressor-Compressor Plant-Paint Compressor-Steel Erection, ConveyorBelt Machine, Lighting Unit (Portable &
Generator), Pilot/Assistant Engineer/2 seated, Pumps-Pump Station-Water-Sewer-Gypsum-Plaster, etc., Pump Truck(Sewer Jet or Similar),
Roller-Motorized (Walk Behind), Welding Machine Steel Erection Excavation), Well Point System, Welder's Helper, Mechanic's Helper,
!fir Bending Machine, Dust Collector, Mixer Concrete under 21-E, Heater all types, Steam Jenny, Stock Room Attendant, Siphon Pump-Air-
Steam, Tar Joint Machine, Vibrator (1 to 5), Compressor Truck mounted (2-6).
~" GROUP V-A: Engineer-All Tower Cranes-All Climbing Cranes and all cranes of 100 ton capacity or greater(3900 Manitowac or similar), Hoist
,;~, Engineer(Steel), Engineer-Pile Driver, Welder-Certified, Jersey Spreader, Pavement Breaker(Air Ram), Post Hole Digger.
WAGES: (per hour)
jM„ 07/01/2013
~; Page 52
~r
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Prevailing Wage Rates for 07/01/2013 - 06/30/2014 Published by the New York State Department of Labor
Last Published on Sep 01 2013 PRC Number 2013008777 Dutchess County
Group I $ 53.38
Group I-A 47.17
Group I-B 49.65
Group II-A 45.21
Group II-B 46.60
Group III 44,44
GrouplV-A 40.48
GrouplV-B 34.89
Group V-A
Engineer All Tower,Climbing
and Cranes of 100 Tons 60.34
Hoist Engineer(Steel) 54.73
Engineer(Pile Driver) 58.30
Jersey Spreader,Pavement Breaker.
(Air Ram)Post Hole Digger 46.24
SHIFT DIFFERENTIAL:
A 15% premium on all hours paid, including overtime hours for 2nd, 3rd shifts
on all government mandated off-shift work
Engineers operating cranes with booms 100 feet but less than 149 feet in length will be paid an additional $2.00 per hour over the rate listed
in the Wage Schedule. Engineers operating cranes with booms 149 feet or over in length will be paid an additional $3.00 per hour over the
rate fisted in the Wage Schedule. Loader and Excavator Operators: over 5 cubic yards capacity $0.50 per hour over the rate listed in the
Wage Schedule. Shovel Operators: over 4 cubic yards capacity $1.00 per hour over the rate listed in the Wage Schedule.
Four (4), ten (10) hour days may be worked at straight time during a week, Monday thru Thursday; Friday may be used as a~ make-up day.
NOTE - In order to use the '4 Day/10 Hour Work Schedule,' you must submit an 'Employer Registration for Use of 4 Day/10 Hour Work
Schedule,' form PW30R; additionally, there must be a dispensation of hours in place on the project.
SUPPLEMENTAL BENEFITS
(per hour)
Journeyman: 07!01 /2013
~ $16.80 on all
hours paid
PLUS $8.00
limited to
first 40 hours
worked.
PLUS $1.00 per
hour on all
hours worked.
Irr
OVERTIME PAY
See (B, E, E2, Q, "U) on OVERTIME PAGE
HOLIDAY
HOLIDAY:
Paid:........ See (5, 6, 7, 8, 11, 12) on HOLDIAY PAGE.
Overtime:.... See (5, 6, 7, 8, 11, 12) on HOLIDAY PAGE.
Note: For Holiday codes 5 & 6, code U applies.
Note: If employees are required to work on Easter Sunday
they shall be paid at the rate of triple time.
REGISTERED APPRENTICES
~~ (1)year terms at the following rate.
07!01 /2013
1st term $ 22.22
2nd term 26.66
j` 3rd term 31.11
4th term 35.55
Supplemental Benefits per hour:
Ilr
Apprentices: 07/01 /2013
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Prevailing Wage Rates for 07/01/2013 - 06/30/2014 Published by the New York State Department of Labor
Last Published on Sep 01 2013 PRC Number 2013008777 Dutchess County
$16.80 on all
hours paid.
PLUS $1.00 per
hour on all
hours worked. s
8-137H H
` Operating Engineer -Heavy&Highway 09101!2013
JOB DESCRIPTION Operating Engineer - Heary&Highway DISTRICT 1
f ENTIRE COUNTIES
Albany, Broome, Chenango, Clinton, Columbia, Essex, Franklin, Fulton, Greene, Hamilton, Herkimer, Montgomery, Otsego, Rensselaer,
Saratoga, Schenectady, Schoharie, Tioga, Warren, Washington
PARTIAL COUNTIES
Dutchess: Defined as north of the northern boundary line of City of Poughkeepsie then due east to Route 115 to Bedelt Road then east
~„ along Bedelt Road to VanWagner Road then north along VanWagner Road to Bower Road then east along Bower Road to Rte. 44 east to
Route 343 then along Route 343 east to the northern boundary of Town of Dover Plains and east along the northern boundary of Town of
Dover Plains to Connecticut.
WAGES
CLASSIFICATION A:
Asphalt Curb Machine (Self Propelled, Slipform), Automated Concrete Spreader (CMI Type), Automatic Fine Grader, Backhoe (Except
Tractor Mounted, Rubber Tired), Backhoe Excavator Full Swing (CAT 212 or similar type), Back Filling Machine, Belt Placer (CMI Type),
Blacktop Plant (Automated), Boom truck, Cableway, Caisson Auger, Central Mix Concrete Plant (Automated), Concrete Curb Machine (Self
Propelled, Slipform), Concrete Pump, Crane, Cherry Picker, Derricks (steel erection), Dragline, Overhead Crane (Gantry or Straddle type),
Piie Driver, Truck Crane, Directional Drilling Machine, Dredge, Dual Drum Paver, Excavator (All PurposeHydraulically Operated) (Gradall or
Similar), Front End Loader (4 cu. yd. and Over), Head Tower (Sauerman or Equal), Hoist (Two or Three Drum), Holland Loader,
Maintenance Engineer, Mine Hoist, Mucking Machine or Mole, Pavement Breaker(SP) Wertgen; PB-4 and similar type, Power Grader,
Profiler (over 105 H.P.), Quad 9, Quany Master (or equivalent), Scraper, Shovel, Side Boom, Slip Form Paver (If a second man is needed,
he shall be an Oiler), Tractor Drawn BeltType Loader, Truck or Trailer Mounted Log Chipper (Self Feeder), Tug Operator (Manned Rented
Equipment Excluded), Tunnel Shovel
CLASSIFICATION B:
Asphalt Paver, Backhoe (Tractor Mounted, Rubber Tired), Bituminous Recycler Machine, Bituminous Spreader and Mixer, Blacktop Plant
(NonAutomated), Blast or Rotary Drill (Truck or Tractor Mounted), Boring Machine, Cage Hoist, Central Mix Plant [(NonAutomated) and All
Concrete Batching Plants], Cherry Picker (5 tons capacity and under), Concrete Paver (Over 16S), Crawler Drill (Self-contained), Crusher,
Diesel Power Unit, Drill Rigs, Tractor Mounted, Front End Loader (Under 4 cu. yd.), Greaseman/Lubrication Engineer, HiPressure Boiler (15
~" lbs. and over), Hoist (One Drum), Hydro-Axe, Kolman Plant Loader and Similar Type Loaders (If Employer requires another man to clean the
screen or to maintain the equipment, he shall be an Oiler), L.C.M. Work Boat Operator, Locomotive, Mixer (for stabilized base selfpropelled),
Monorail Machine, Plant Engineer, Profiler (105 H.P. and under), Pug Mill, Pump Crete, Ready Mix Concrete Plant, Refrigeration Equipment
(for soil stabilization), Road Widener, Roller (all above subgrade), Sea Mule, Self-contained Ride-on Rock Drill(Excluding Air-Track Type
~ Drill), Skidder, Tractor with Dozer and/or Pusher, Trencher, Tugger Hoist, Vac Truck, Vermeer saw (ride on, any size or type), Welder
CLASSIFICATION C:
A Frame Winch Hoist on Truck, Articulated Heavy Hauler, Aggregate Plant, Asphalt or Concrete Grooving Machine (ride on), Ballast
rW Regulator(Ride-on), oiler (used in conjunction with production), Bituminous Heater (self-propelled), oat (powered), Cement and Bin Operator,
Concrete Pavement Spreader and Finisher Concrete Paver or Mixer (16S and under), Concrete Saw (self-propelled), Conveyor, Deck Hand,
Directional Drill Machine Locator, Drill (Core and Well), Farm Tractor with accessories, Fine Grade Machine, Fireman, Fork Lift, Form
Tamper, Grout Pump, Gunite Machine, Hammers (Hydraulic self-propelled), Hydra-Spiker (ride-on), Hydraulic Pump (jacking system), Hydro
p -Blaster (Water), Mulching Machine, Oiler, Parapet Concrete or Pavement Grinder, Post Hole Digger and Post Driver, Power Broom (towed),
Power Heaterman, Power Sweeper, Revinius Widener, Roller (Grade and Fill), Scarifier (ride-on), Shell Winder, Skid steer loader (Bobcat or
similar), Span-Saw (ride-on), Steam Cleaner, Tamper (ride-on), Tie Extractor (ride-on), Tie Handler (ride-on), Tie Inserter (ride-on), Tie
Spacer (ride-on), Tire Repair, Track Liner (ride-on), Tractor, Tractor (with towed accessories), Vibratory Compactor, Vibro Tamp, Well Point,
and the following hands-off equipment: Compressors, Dust Collectors, Generators, Pumps, Welding Machines, Light Plants and Heaters
- Note for all above classifications of Operating Engineer - In the event that equipment listed above is operated by robotic control, the
j classification covering the operation will be the same as if manually operated.
WAGES per hour
07/01 /2013 07/01 /2014
Master Mechanic $ 37.67 $ 39.02
Class A` 36.06 37.41
Class B 35.15 36.50
Class C 32.58 33.93
Additional $2.00 per hour for All Employees who work a single irregular work shift starting from 5:00 PM to 1:00 AM that is mandated by the
Contracting Agency.
Page 54
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Prevailing Wage Rates for 07/01/2013 - 06/30/2014 Published by the New York State Department of Labor
Last Published on Sep 01 2013 PRC Number 2013008777 Dutchess County
Additional $2.50 per hr. for hazardous waste removal work on State and/or Federally designated waste site which require employees to wear
Level C or above forms of personal protection.
(`) Premiums for CRANES is based upon Class A rates with the following premiums:
~ -Additional $4.00 per hr for Tower Cranes, including self erecting.
-Additional $3.00 per hr for Lattice Boom Cranes and all other cranes with a manufacturers rating of fifty (50) tons and over.
-Additional $2.00 per hr for all Hydraulic Cranes and Derricks with a manufacturer's rating of 49 ton and below, including boom trucks.
SUPPLEMENTAL BENEFITS
Per hour worked
Journeyman $ 23.35 $ 24.10
OVERTIME PAY
See (B, E, Q) on OVERTIME PAGE
HOLIDAY
Paid: See (5, 6) on HOLIDAY PAGE
Overtime: See (5, 6) on HOLIDAY PAGE
~" Note: If the holiday falls on Sunday, it will be celebrated on Monday. If the holiday falls on a Saturday, it will be celebrated on Saturday.
REGISTERED APPRENTICES
Wages per hour
fYr
1000 hours terms at the following percentage of Journeyman's wage Class B
1st 2nd 3rd 4th
60% 70% 80% 90%
Supplemental Benefits per hour worked
07/01/2013 07/01/2014
All Terms $ 18.75 $ 19.50
1-158H/H Alb
' Operating Engineer - HeavyB~Highway -Tunnel 09/01/2013
w
JOB DESCRIPTION Operating Engineer -Heavy&Highway -Tunnel DISTRICT 8
ENTIRE COUNTIES
' Putnam, Westchester
PARTIAL COUNTIES
Dutchess: All the counties of Westchester and Putnam and the southern part of Dutchess County defined by the northern boundary line of
the City of Poughkeepsie, then due east to Route 115, then north along Route 115 to Bedell Road, then east along Bedell Road to Van
Wagner Road, then north along Van Wagner Road to Bower Road, then east along Bower Road to Route 44 and along Route 44 east to
~ Route 343, then along Route 343 east to the northern boundary of Town of Dover Plains and east along the northern boundary of Town of
Dover Plains to the border line of the State of Connecticut and bordered on the west by the middle of the Hudson River.
WAGES
GROUP I: Boom Truck, Cherry Picker, Clamshell, Crane(Crawler, Truck), Dragline, Rough Terrain Crane.
GROUP I-A: Auger, Auto Grader, Dynahoe & Dual purpose & similar machines, Barber Green Loader-Euclid Loader or similar type
machine, Boat Captain, Boring Machine(all types), Bull Dozer-all types, Central Mix Plant Operator, Cherry Picker(Cableway or hydraulic),
Chipper-all types, Close Circuit T.V., Compactor with Blade, Concrete Portable Hoist, C.M.I. or similar, Conway or similar Mucking Machine,
Crane(Crawler or Truck) dragline, Gradall, Shovel Backhoe, etc. Grader, Derrick(Stone-Steel), Elevator & Cage(materiafs or passengers),
Front End Loaders over 1 1/2 yards, Hoist Single, Double, Triple Drum, Hoist Portable Mobile Unit, Hoist Engineer-Concrete(Crane-Derrick-
Mine Hoist), Hoist Engineer-Material, Hydraulic Boom, Letourneau or Tournapull(Scrapers over 20 yards struck), Log Skidder, Moveable
Concrete Barrier Transfer & Transport Vehicle, Mucking Machines. Overhead Crane, Paver(concrete), Pulsemeter, Push Button(Buzz
Box)Elevator, Raise Boring Machine, Road Mix Machines. Robot Hammer(Brock or similar), Ross. Carrier and similar machines,
Shovels(Tunnels), Side Boom, Slip Form Machine, Spreader(Asphalt), Scoopmobile-Tractor-Shovel over 1 1/2 yards, Trenching Machines,
Telephies-Vermeer Concrete Saw Trencher and/or similar, Tractor type demolition equipment, Whirly.
GROUP I-B: Road Paver(Asphalt).
GROUP II-A: Balast Regulators, CompadorSe/f-propelled, Cow Tracks, Fusion Machine, Rail Anchor Machines, Roller 4 ton and over,
Scrapers (20 yard struck and under), Switch Tampers, Vibratory Roller, etc., Welder.
GROUP II-B: Mechanic(outside) all types, Shop Mechanic.
rtw
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Prevailing Wage Rates for 07/01 /2013 - 06/30/2014 Published by the New York State Department of Labor
Last Published on Sep 01 2013 PRC Number 2013008777 Dutchess County
GROUP III: Air Tractor Drill, Asphalt Plant, Batch Plant, Boiler (High Pressure), Concrete Breaker, Concrete Pump, Concrete Spreader,
Curb Cutter Machine, Farm Tractor(all types), Finishing Machine(Concrete) Fine Grading Machine, Firemen, Forklift, Forklift(Electric), John
Henry Drill or similar, Joy Drill or similar Tractor Drilling Machine, Loader 1 1/2 yards and under, Locomotive(all sizes), Maintenance
Engineer, Machine Pulling Sheeps Foot Roller, Material Hopper, Mixer Concrete(21-E & over), Mulching Grass Spreader, Portable Asphalt
~ Plant, Portable Batch Plant, Portable Crusher, Powerhouse Plant, Quarry Master, Roller under 4 ton, Spreading and Fine Grading Machine,
Steel Cutting Machine, Stone Crusher, Sweeper, Turbo Jet Bumer or similar, Well Drilling Machine, Winch Truck "A' Frame.
GROUP IV-A: Service Man(Fuel Truck), Service Man(Grease Truck).
ir.
GROUP IV-B: Bending Machine, Compressor-Compressor Plant-Paint, Compressor-Steel Erection, Compressor Truck Mounted(2-6),
Conveyor Belt Machine, Dust Collector, Heater(all types), Lighting Unit(portable & generator), Mixer Concrete under 21-E, Pilot/Assistant
EngineeN2 seated, Pumps-Pump Station-Water-Sewer-Gypsum-Plaster, etc., Pump Truck(Sewer Jet or similar), Roller Motorized(Walk
+~ behind), Steam Jenny, Stock Room Attendant, Syphon Pump-Air-Stream, Tar Joint Machine, Vibrator(1 to 5), Welding Machine, Welders
Helper.
GROUP V-A: Engineer(Pile Driver), Engineer(all Tower Cranes, all Climbing Cranes & all cranes of 100 ton capacity or greater), Heliwpter
it Hoist Operator, Helicopter Pilot, Helicopter Signalman, Hoist Engineer(Steel-Sub Structure), Engineer-Pile Driver, Jersey-Spreader,
Pavement breaker(Air Ram), Master Mechanic, Asst. Master Mechanic, Post Hole Digger, Welder-Certified.
WAGES: (per hour)
07/01 /2013
GROUP I $ 53.38
GROUP I-A 47.17
~, GROUP I-B 49.65
GROUP II-A 45.21
GROUP II-B 46.60
GROUP III 44.44
GROUP IV-A 40.48
GROUP IV-B 34.89
GROUP V-A
Engineer-Pile Driver 58.30
Engineer-Cranes 60.34
Hoist Engineer 54.73
Jersey Spreader,
Pavement Breaker
' (Air Ram),
~' Post Hole Digger 46.24
SHIFT DIFFERENTIAL:
A 15% premium on all hours paid, including overtime hours for 2nd, 3rd shifts
on all government mandated off-shift work
An additional 20% to wage when required to wear protective equipment on hazardous/toxic waste projects. Operators required to use two
buckets pouring concrete on other than road pavement shall receive $0.50 per hour over scale. Engineers operating cranes with booms 100
feet but less than 149 feet in length will be paid an additional $2.00 per hour. Engineers operating cranes with booms 149 feet or over in
length will be paid an additional $3.00 per hour. Operators of shovels with a capacity over (4) cubic yards shall be paid an additional $1.00
per hour. Operators of loaders with a capacity over (5) cubic yards shall be paid an additional $0.50 per hour.
SUPPLEMENTAL BENEFITS
Per hour:
Journeyworker:
07/01!2013
$ 16.80 all
hours paid
+$8.00 first 40
hours worked
+$1.00 for all
hours worked
OVERTIME PAY
See (D, O, `U, V) on OVERTIME PAGE
HOLIDAY
Paid: See (5, 6, 7, 8, 11, 12) on HOLIDAY PAGE
Overtime: See (5, 6, 7, 8, 11, 12) on HOLIDAY PAGE
Note: For Holiday codes 5 & 6, code U applies.
Note: If employees are required to work on Easter Sunday, they shall be paid at the rate of triple time.
REGISTERED APPRENTICES
Page 56 .
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Prevailing Wage Rates for 07!01 /2013 - 06/30/2014 Published by the New York State Department of Labor
Last Published on Sep 01 2013 PRC Number 2013008777 Dutchess County
(1)year terms at the following rates.
07/01 /2013
rtw 1st year
$ 22.22 per hr.
2nd year
- $26.66 per hr.
3rd year
Kx $ 31.11 per hr.
lr
4th year
$ 35.55 per hr.
Supplemental Benefits per hour.
Apprentices: 07/01/2013
$ 16.80 all
hours paid
+$1.00 for all
hours worked
8-137Tun
Operating Engineer -Marine Construction 09/01/2013
JOB DESCRIPTION Operating Engineer -Marine Construction DISTRICT 4
ENTIRE COUNTIES
Albany, Allegany, Bronx, Broome, Cattaraugus, Cayuga, Chautauqua, Chemung, Chenango, Clinton, Columbia, Cortland, Delaware,
Dutchess, Erie, Essex, Franklin, Fulton, Genesee, Greene, Hamilton, Herkimer, Jefferson, Kings, Lewis, Livingston, Madison, Monroe,
Montgomery, Nassau, New York, Niagara, Oneida, Onondaga, Ontario, Orange, Orleans, Oswego, Otsego, Putnam, Queens, Rensselaer,
Richmond, Rockland, Saratoga, Schenectady, Schoharie, Schuyler, Seneca, St. Lawrence, Steuben, Suffolk, Sullivan, Tioga, Tompkins,
Ulster, Warren, Washington, Wayne, Westchester, Wyoming, Yates
WAGES
Per Hour:
DREDGING OPERATIONS 07/01/2013
CLASS A
Operator, Leverman, $ 32.89
Lead Dredgeman
CLASS Al To conform to Operating Engineer
Dozer,Front Loader Prevailing Wage in locality where work
Operator is being performed including benefits.
CLASS B
SpiderlSpill Barge Operator, $ 28.49
Tug Operator(over1000hp),
Operator//, Fill Placer,
Derrick Operator, Engineer,
Chief Mate, Electrician,
Chief Welder,
Maintenance Engineer
Certified Welder, $ 26.84
Boat Operator(licensed)
CLASS C
Drag Barge Operator, $ 26.14
Steward, Mate,
Assistant Fill Placer,
Welder (please add)$ 0.06
Boat Operator $ 25.29
+~
CLASS D
Page 57
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Prevailing Wage Rates for 07/01/2013 - 06/30/2014 Published by the New York State Department of Labor
Last Published on Sep 01 2013 PRC Number 2013008777 Dutchess County
Shoreman, Dedchand, $ 21.09
Rodman, Scowman, Cook,
Messman, Porter/Janitor
~ Oiler(please add)$ 0.09
SUPPLEMENTAL BENEFITS
Per Hour:
THE FOLLOWING SUPPLEMENTAL BENEFITS APPLY TO ALL CATEGORIES
07/01 /2013
All Classes A Z£ B $ 8.45 plus 7%
of straight time
wage overtime hours
add $ 0.63
Y
All Class C
$ 8.10 plus 8%
of straight time
wage overtime hours
add $ 0.48
~ All Class D $ 7.85 plus 8%
of straight time
wage overtime hours
Gz add $ 0.33
~` OVERTIME PAY
See (B, F, R) on OVERTIME PAGE
HOLIDAY
Paid: See (1) on HOLIDAY PAGE
Overtime: See (5, 6, 8, 15, 26) on HOLIDAY PAGE
4-25a-MarConst
Operating Engineer -Survey Crew 09/01!2013
JOB DESCRIPTION Operating Engineer -Survey Crew DISTRICT 6
ENTIRE COUNTIES
Albany, Allegany, Broome, Cayuga, Chemung, Chenango, Clinton, Columbia, Cortland, Essex, Franklin, Fulton, Greene, Hamilton,
Herkimer, Jefferson, Lewis, Livingston, Madison, Monroe, Montgomery, Niagara, Oneida, Onondaga, Ontario, Oswego, Otsego, Rensselaer,
Saratoga, Schenectady, Schoharie, Schuyler, Seneca, St. Lawrence, Steuben, Tioga, Tompkins, Warren, Washington, Wayne, Yates
PARTIAL COUNTIES
Dutchess: ~ The Northern portion of the county from the Northern boundry line of the City of Poughkeepsie north.
Genesee: Only that portion of the county that lies east of a line down the center of Route 98 to inGude all area that lies within the City of
Batavia
WAGES
Per hour.
SURVEY CLASSIFICATIONS:
Party Chief- One who directs a survey party.
Instrument person- One who runs the instrument and assists the Party Chief.
Rod person- One who holds the rods and, in general, assists the Survey Party.
07/01 /2013 07/01 /2014 07/01 /2015
Party Chief $34.02 $35.49 $36.53
Instrument person 31.16 32.53 33.46
Rod person 22.75 23.83 24.46
rr
Additional $3.00 per hr. for work in a Tunnel.
Additional $2.50 per hr. for EPA or DEC certified toxic or hazardous waste work
'fr' SUPPLEMENTAL BENEFITS
Per hour worked:
Journeyman $22.25 $22.75 $23.75
~ OVERTIME PAY
See (B, E, O) on OVERTIME PAGE
Page 58
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Prevailing Wage Rates for 07!01/2013 - 06/30/2014 Published by the New York State Department of Labor
Last Published on Sep 01 2013 PRC Number 2013008777 Dutchess County
HOLIDAY
Paid: See (5, 6) on HOLIDAY PAGE
Overtime: See (5, 6) on HOLIDAY PAGE
~ REGISTERED APPRENTICES
WAGES: One year or 1000 hour terms at the following wage rates.
1st year 60% $13.65 $14.30 $14.68
2nd year 70% 15.93 16.68 17.12
3rd year 80% 18.20 19.06 19.57
SUPPLEMENTAL BENEFITS per hour worked:
$22.25 $22.75 $23.75
~ 6-545 D.H.H.
Operating Engineer - Survey Crew -Consulting Engineer 09/01/2013
~ JOB DESCRIPTION Operating Engineer -Survey Crew -Consulting Engineer DISTRICT 6
ENTIRE COUNTIES
Albany, Allegany, Broome, Cayuga, Chemung, Chenango, Clinton, Columbia, Cortland, Essex, Franklin, Fulton, Greene, Hamilton,
Herkimer, Jefferson, Lewis, Livingston, Madison, Monroe, Montgomery, Niagara, Oneida, Onondaga, Ontario, Oswego, Otsego, Rensselaer,
iYr Saratoga, Schenectady, Schohane, Schuyler, Seneca, St. Lawrence, Steuben, Tioga, Tompkins, Warren, Washington, Wayne, Yates
PARTIAL COUNTIES
Dutchess: The northem portion of the county from the northern boundry line of the City of Poughkeepsie north.
Genesee: Entire county except that portion of the county that lies west of a line down the center of Route 98 excluding that area that lies
~ within the City of Batavia.
WAGES
Per hour:
Feasibility and preliminary design surveying, line and grade surveying for inspection or supervision of construction
when performed under a Consulting Engineer Agreement.
SURVEY CLASSIFICATIONS:
Party Chief- One who directs a survey party.
instrument person- One who runs the instrument and assists the Party Chief.
Rod person- One who holds the rods and in general, assists the Survey Party.
07/01/2013 07/01/2014 07/01/2015
Party Chief $34.02 $35.49
Instrument person 31.16 32.53
Rod person 22.75 23.83
Additional $3.00 per hr. for work in a Tunnel.
Additional $2.50 per hr. for EPA or DEC certified toxic or hazardous waste work
SUPPLEMENTAL BENEFITS
y. Per hour worked:
$22.25 $22.75
OVERTIME PAY
See (B, E, Q) on OVERTIME PAGE
HOLIDAY
~ Paid' See (5, 6) on HOLIDAY PAGE
Overtime: See (5, 6) on HOLIDAY PAGE
$36.53
33.46
24.46
$23.75
6-545 DCE
Operating Engineer -Tunnel 09/01/20?3
JOB DESCRIPTION Operating Engineer -Tunnel
ENTIRE COUNTIES
irr
Page 59
DISTRICT 5
~r
Prevailing Wage Rates for 07/01/2013 - 06/30/2014 Published by the New York State Department of Labor
Last Published on Sep 01 2013 PRC Number 2013008777 Dutchess County
it Albany, Allegany, Broome, Cayuga, Chemung, Chenango, Clinton, Columbia,.Cortland, Essex, Franklin, Fulton, Greene, Hamilton,
Herkimer, Jefferson, Lewis, Livingston, Madison, Monroe, Montgomery, Oneida, Onondaga, Ontario, Oswego, Otsego, Rensselaer,
Saratoga, Schenectady, Schohane, Schuyler, Seneca, St. Lawrence, Steuben, Tioga, Tompkins, Warren, Washington, Wayne, Yates
' PARTIAL COUNTIES
Dutchess: Northern part of Dutchess to the northern boundary line of the City of Poughkeepie then due east to Route 115 to Bedelt Road
then east along Bedelt Road to VanWagner Road then north along VanWagner Road to Bower Road then east along Bower Road to Rte. 44
east to Rte. 343 then along Rte. 343 east to the northern boundary of the Town of Dover Plains and east along the northern boundary of the
Town of Dover Plains to Connecticut.
Genesee: Only that portion of the county that lies east of a linedrawn down the center of Route 98 and the entirety of the City of Batavia.
~" WAGE5
Crane 1: All cranes, including self erecting to be paid $4.00 per hour over the Class A rate.
Crane 2: All Lattice Boom Cranes and all other cranes with a manufacturers rating of fifty (50) ton and over to be paid $3.00 per hour over
Class A rate.
Crane 3: All hydraulic cranes and derricks with a manufacturer's rating of forty nine (49) ton nad below, including boom trucks, to be paid
$2.00 per hour over Class A rate.
MASTER MECHANIC/CHIEF TUNNEL ENG.:
CLASS A: Automatic Concrete Spreader (CMI Type); Automatic Fine Grader, Badchoe (except tractor-mounted rubber tired); Belt Placer
(CMI Type); Blacktop Plant (Automated); Cableway; Caisson Auger; Central Mix Concrete Plant (Automated); Concrete Curb Machine (Self-
propelled slipform) Concrete Pump (8" or over); Dredge; Dual Drum Paver, Any Mechanical Shaft Drill; Excavator (all purpose-hydraulic-
Yr Gradall or Similar); Fork Lift (factory rated 15 ft and over); Front End Loader (4 c.y 8 over); Gradall; Head Tower (Sauerman or Equal), Hoist
Shaft; Hoist (two or three Drum); Mine Hoist; Maintenance Engineer (Shaft and Tunnel) ;Mine Hoist; Mucking Machine or Mole, Overhead
Crane (Gantry or Straddle Type); Pile Driver; Power Grader; Remote Controlled Mole or Tunnel Mach.; Scraper; Shovel; Side Boom; Slip
Form Paver (If a second man is needed, he shall be an Oiler); Tractor Drawn Belt Type Loader; Tripper/Maintenance Eng.(Shaft & Tunnel);
Truck or Trailer Mounted Log Chipper (self-feeding); Tug Operator (Manned rented equip. excluded); Tunnel Shovel; Mining Machine(Mole
and Similar Types).
CLASS B: Automated Central Mix Concrete Plant; Backhoe Trac-Mtd, Rubber Tired); Backhoe (topside); Bitum. Spred. & Mixer, Blacktop
~, Plant non-automated); Blast or Rotary Drill (Truck or Tractor Mounted); Boring Machine; Cage Hoist; Central Mix Plant(NonAutomated) and
All Concrete Batching Plants; Compressors (4 or less exceeding 2,000 c.f.m. combined capacity); Concrete Pump; Crusher, Diesel Power
Unit; Drill Rigs (Tractor Mounted); Front End Loader (under 4 c.y.); Grayco Epoxy Machine; Hoist (One Drum); Hoist 2 or 3 Drum (Topside);
Kolman Plant Loader & Similar Type Loaders (if Employer requires another person to clean the screen or to maintain the equipment, he shall
be an Oiler}; L.C.M. Work Boat Operator; Locomotive; Maint. Eng. (Topside ); Grease Man; Welder; Mixer (for stabilized base-self propelled);
Monorail Machine; Plant Eng.; Personnel Hoist; Pump Crete; Ready Mix Concrete Plant; Refrigeration Equipment (for soil stabilization);
Road~Widener; Roller (all above sub-grade); Sea Mule; Shotcrete Mach.; Shovel (Topside); Tractor with Dozer and/or Pusher; Trencher;
Tugger Hoist; Tunnel Locomotive; Winch and Winch Cat.
CLASS C: A Frame Truck; Ballast Regulator (ride-on); Compressors (4 under 2,000 cfm combined capacity; or 3 or less with more than
1200 cfm. but not to exceed 2,000 cfm); Compressors (any size but subject to other provisions for compressors-Dust Collectors, Generators,
Pumps, Welding Machines, Light Plants-4 of any type or combination); Concrete Pavement Spreaders and Finishers; Conveyor; Drill (core);
Drill well; Elec Pump Used in Conjunction with Well Point System; Farm Tractor with Accessories; Fine Grade Machine; Forklift (under 15
ft); Grout Pump (over (5) cu. ft.; Gunite Machine; Hammers (hydraulic- self propel.); Hydra-Spiker-Ride on; Hydra-Blaster; Hydra Blaster
(water); Motorized Form Carrier; Post Hole Digger & Post Driver; Power Sweep; Roller grade 8 fill); Scarifer (Ride on); Span-Saw (Ride-on);
Submersible Electric Pump (when used in lieu of well point system); Tamper (Ride-on); Tie-Extractor, Tie Handler, Tie Inserter, Tie Spacer
and Track Liner (Ride-on); Tractor (with towed accessories); Vibratory Compactor, Vibro Tamp, Well Point.
CLASS D: Aggregate Plant; Cement & Bin Operator; Compressors(3 or less not to exceed 1,200 c.f.m. combined capacity); Compressors(
any size, but subject to other provisions forcompressors-Dust Collectors, Generators, Pumps, Welding Machines, Light Plants-3 or less-any
type or combination); Concrete Saw (self propelled); Fireman; Form Tamper, Hydraulic Pump (jacking system); Light Plants; Mulching
Machine; Oiler; Parapet Concrete or Pavement Grinder; Power Broome towed; Power Heaterman; Revinius Widener; Shell Winder; Steam
Cleaner and Tractor; Greaseman; Junior Engineer.
Per hour: 07/01/2013 07/01/2014
Crane 1 $ 42.48 $ 43.68
Crane 2 41.48 42.68
IiYr
Crane 3 40.48 41.68
Master Mechanic 40.61 41.81
CLASS A 38.48 39.68
CLASS B 37.26 38.46
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Prevailing Wage Rates for 07/01/2013 - 06/30/2014 Published by the New York State Department of Labor
tf Last Published on Sep 01 2013 PRC Number 2013008777 Dutchess County
CLASS C 34.47 35.67
CLASS D 31.46 32.66
On hazardous waste work bid, on a state or federally designated hazardous waste site, where the Operating Engineer is in direct contact
~, with hazardous material and when personal protective equipment is required for respiratory, skin and eye protection, the Operating Engineer
r shall receive the hourly wage plus $5.00 per hour. Fringe benefits will be paid at the contractual hourly wage.
SUPPLEMENTAL BENEFITS
Per hour paid:
Journeyman $ 23.65 $ 24.55
OVERTIME PAY
See (B, 62, E, Q) on OVERTIME PAGE
HOLIDAY
Paid: See (5, 6) on HOLIDAY PAGE
ry Overtime: See (5, 6) on HOLIDAY PAGE
REGISTERED APPRENTICES
(1000) hours terms at the following percentages.
1st term 60% of Class D
2nd term 65% of Class C
3rd term 70% of Class B
r;, 4th term 75% of Class A
Supplemental Benefits per hour paid:
$ 23.65 $ 24.55
5-832TL.
Painter 09/01/2013
JOB DESCRIPTION Painter DISTRICT 1
ENTIRE COUNTIES
Columbia, Dutchess, Greene, Orange, Sullivan, Ulster
WAGES
~ Per hour
07/01 /2013 -
Brush/Paper Hanger $ 29.44
i1r ~ Dry Wall Finisher 29.44
Lead Abatement 29.44
Sandblaster-Painter 29.44
Spray Rate 30.44
~Ir
See Bridge Painting rates for the following work:
Structural Steel (defined as any steel where a man works without the support of solid scaffolding or mechanical lifts excluding bridges), all
work performed on tanks (100,000 gallons or over twenty feel high), ALL BRIDGES, towers, smoke stacks, flag poles. Rate shall apply to all
of said areas from the ground up.
SUPPLEMENTAL BENEFITS
Per hour worked
Journeyman $ 18.79
OVERTIME PAY
See (B, E, E2, Q) on OVERTIME PAGE
~ HOLIDAY
Paid: See (1) on HOLIDAY PAGE
Overtime: See (5, 6) on HOLIDAY PAGE
REGISTERED APPRENTICES
Wages per hour
Six (6) month terms at the following percentage of Journeyman's wage
~ 1st 2nd 3rd 4th 5th 6th
40% 50% 60% 70% 80% 90%
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zy;~, Prevailing Wage Rates for 07/01/2D13 - 06/30/2014 Published by the New York State Department of Labor
^r Last Published on Sep 01 2013 PRC Number 2013008777 Dutchess County
Supptemental Benefits per hour worked
~ 1st term $ 8.89
All others 18.79
1-155
Painter -Bridge 8~ Structural Steel 09/01.!2013
JOB DESCRIPTION Painter -Bridge 8~ Structural Steel DISTRICT 9
ENTIRE COUNTIES
Albany, Bronx, Clinton, Columbia, Dutchess, Essex, Franklin, Fulton, Greene, Hamilton, Kings, Montgomery, Nassau, New York, Orange,
Putnam, Queens, Rensselaer, Richmond, Rockland, Saratoga, Schenectady, Schoharie, Suffolk, Sullivan, Ulster, Warren, Washington,
Westchester
WAGES
Per Hour Worked: 07/01/2013 10/1/2013
STEEL:
Bridge Painting $52.13 $53.13
Power TooUSpray is an additional $6.00 per hour above hourly rate, whether straight time or overtime
Note: Generally, for Bridge Painting Contracts, ALL WORKERS on and ofFthe bridge (including Flagmen) are to tie paid Painter's Rate; the
contract must be ONLY for Bridge Painting.
SUPPLEMENTAL BENEFITS
Per Hour Worked:
07/01/2013 10/1/2013
Joumeyworker $27.05` $27.55`
Hourly Rate after 40 hours
.from May 1st to Nov. 15th $6.75 only $6.75 only
Hourly Rate after 50 hours
from Nov. 16th to April 30th $6.75 only $6.75 only
*For the period of May 1st to November 15th:
This rate shall be paid up to maximum of forty (40) hours worked per week. For all hours exceeding 40, the hourly rate shall drop to the
hourly rate shown above by date.
EXCEPT for the first and last week of employment on the project, and for the weeks of Memorial Day, Independence Day and Labor Day,
this rate shall be paid for the actual number of hours worked.
*For the period of November 16th to April 30th:
This rat~hall be paid up to a maximum of fifty (50) hours worked per week. For all hours exceeding 50, the hourly rate shall drop to the
hourly rate shown above by date.
OVERTIME PAY
See (A, F, R) on OVERTIME PAGE
HOLIDAY
Paid: See (1) on HOLIDAY PAGE
Overtime: See (4, 6) on HOLIDAY PAGE
REGISTERED APPRENTICES
(Wage per hour Worked):
Apprentices: (1) year terms
07/01 /2013 10/01 /2013
1st 90 days $20.85 $21.25
1st year after 90 days $20.85 $21.25
2nd year $31.28 $31.88
3rd year $41.70 $42.50
Supplemental Benefits per hour worked:
07/01 /2013 10/01 /2013
1st 90 days $ 8.45 $ 8.65
ai>rr 1st year after 90 days $ 8.70 $ 8.90
2nd year $19.15 $19.45
3rd year $23.10 $23.50
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Prevailing Wage Rates for 07/01/2013 - 06/30/2014 Published by the New York State Department of Labor
Last Published on Sep 01 2013 PRC Number 2013008777 Dutchess County
9-DC-9/806/155-BrSS
Painter -Line Striping 09/01/2013
JOB DESCRIPTION Painter -Line Striping DISTRICT 9
ENTIRE COUNTIES
Albany, Bronx, Clinton, Columbia, Dutchess, Essex, Franklin, Fulton, Greene, Hamilton, IGngs, Montgomery, Nassau, New York, Orange,
Putnam, Queens, Rensselaer, Richmond, Rockland, Saratoga, Schenectady, Schoharie, Suffolk, Sullivan, Ulster, Warren, Washington,
Westchester
WAGES
Per hour.
Painter (Striping-Highway): 07/01/2013
Striping-Machine Operator` $ 27.11
Linerman Thermoplastic $ 32.37
Note: `Includes but is not limited to: Positioning of cones and directing of traffic using hand held devices. Excludes the Driver/Operator of
equipment used in the maintenance and protection of traffic safety
SUPPLEMENTAL BENEFITS
Per hour paid: 07/01/2013
Jaumeyworker.
~ Striping-Machine operator $ 14.18
Linerman Thermoplastic $ 14.55
OVERTIME PAY
See (B, B2, E, E2, P, S) on OVERTIME PAGE
i1r
HOLIDAY
Paid: See (5, 20) on HOLIDAY PAGE
Overtime: See (5, 8, 11, 12, 15, 16, 17, 20, 21, 22) on HOLIDAY PAGE
9-8A/28A-LS
Painter -Metal Polisher 09/01/2013
JOB DESCRIPTION Painter -Metal Polisher DISTRICT 9
ENTIRE COUNTIES
Albany, Allegany, Bronx, Broome, Cattaraugus, Cayuga, Chautauqua, Chemung, Chenango: Clinton, Columbia, Cortland, Delaware,
Dutchess, Ene, Essex, Franklin, Fulton, Genesee, Greene, Hamilton, Herkimer, Jefferson, Kmgs, Lewis, Livingston, Madison, Monroe,
Montgomery, Nassau, New York, Niagara, Oneida, Onondaga, Ontario, Orange, Orleans, Oswego, Otsego, Putnam, Queens, Rensselaer,
Richmond, Rockland, Saratoga, Schenectady, Schoharie, Schuyler, Seneca, St. Lawrence, Steuben, Suffolk, Sullivan, Tioga, Tompkins,
Ulster, Warren, Washington, Wayne, Westchester, Wyoming, Yates
WAGES
07!01 /2013
Metal Polisher $ 27.15
Metal Polisher"` $ 28.24
Metal Poilsher**" $ 30.65
"Note: Applies on New Construction & complete renovation
"` Note: Applies when working on scaffolds over 34 feet.
SUPPLEMENTAL BENEFITS
Per Hour. 07!01/2013
Joumeyworker.
All classification $ 13.61
~' OVERTIME PAY
See (B, E, Q, T) on OVERTIME PAGE
HOLIDAY
Paid: See (5, 6, 11, 15, 16, 25, 26) on HOLIDAY PAGE
iir Overtime: See (5, 6, 9, 11, 15, 16, 25, 26) on HOLIDAY PAGE
REGISTERED APPRENTICES
Wages per hour.
One (1) year term at the following wage rates:
1 st 2nd 3rd
$11.00 $12.50 $15.50
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~? Prevailing Wage Rates for 07/01/2013 - 06/30/2014 Published by the New York State Department of Labor
Last Published on Sep 01 2013 PRC Number 2013008777 Dutchess County
Supplentals benefits:
~ Per hour paid:
1st 2nd 3rd
$ 9.94 $10.31 $10.51
' 9-8A/28A-MP
~' Plumber 09/01120'13
i5 JOB DESCRIPTION Plumber DISTRICT 8
ENTIRE COUNTIES
Dutchess
PARTIAL COUNTIES
`' Delaware: Only the Townships of Middletown and Ro~ury.
~` Ulster. Entire county (including Wallkill and Shawangunk Prisons in Town of Shawangunk) EXCEPT for remainder of Town of Shawangunk,
and Towns of Plattekill, Marlboro, and Wawarsing.
WAGES
(per hour)
~ ~ 07/01/2013
Plumber i~
Steamfitter $ 46.04
SHIFT WORK:
When directly specified in public agency or authority contract documents, shift work outside the regular hours of work shall be comprised of
eight (8) hours per shift not including Saturday, Sundays and holidays. One half (1/2) hour shall be allowed for lunch after the first four (4)
hours of each shift. Wage and Fringes for shift work shall be straight time plus a shift premium of twenty-five (25%) percent. A minimum of
five days Monday through Friday must be worked to establish shift work.
Per hour.
Journeyworker.
**Not Subject to Overtime
$ 25.04 per hour paid
+ 2.73 per hour worked'*
OVERTIME PAY
See (B, *E, O, ~ on OVERTIME PAGE
* Note: Time & 1/2 for 1st. 8 on Sat- all additional hours double time.
liar HOLIDAY
Paid: See (1) on HOLIDAY PAGE
Overtime: See (5, 6, 8, 16, 25) on HOLIDAY PAGE
REGISTERED APPRENTICES
~ (1)year terms at the following rates.
1 st year $ 17.38
2nd year 24.20
3rd year 28.12
4th year 33.85
5th year 40.55
Supplemental Benefits per hour.
Apprentices
1 st year $ 10.92 per hour paid
+ 1.16 per hour worked
2nd year 13.87 per hour paid
+ 1.30 per hour worked
3rd year 15.99 per hour paid
+ 1.60 per hour worked
4th year 17.77 per hour paid
+ 2.36 per hour worked
~ 5th year 19.54 per hour paid
+ 2.36 per hour worked
Page 64
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SUPPLEMENTAL BENEFITS
Prevailing Wage Rates for 07/01!2013 - O6/30/2D14 Published by the New York State Department of Labor
Last Published on Sep 01 2013 PRC Number 2013008777 Dutchess County
8-21.2-SF
Plumber -HVAC /Service 09/01/2013
JOB DESCRIPTION Plumber -HVAC /Service DISTRICT 8
ENTIRE COUNTIES
Dutchess, Putnam, Westchester
c:
i1r PARTIAL COUNTIES
Delaware: Onfyy the townships of Middletown and Roxbury
Ulster. Entire County(including Wallkill and Shawangunk Prisons] except for remainder of Town of Shawangunk and Towns of Plattekill,
Marlboro, and Wawarsing.
it WAGES
Per hour: 07/01/2013 08/01/2013
j~ HVAC Service $ 37.70 +Additional
$1.00**
Jobbing & Alteration*
~, (Dutchess and
Ulster County Only) $ 36.09
*Repairs, replacements and alteration work is any repair or replacement of a present plumbing system that does not change existing
roughing or water supply lines.
*"Increase to be allocated at a later date
SHIFT WORK
~" When directly specified in public agency or authority contract documents, shift work outside the regular hours of work shall be comprised of
eight (8) hours per shift not including Saturday, Sundays and holidays. One half (1/2) hour shall be allowed for lunch after the first four (4)
hours of each shift. Wage and Fringes for shift work shall be straight time plus a shift premium of twenty-five (25%) percent. A minimum of
` five days Monday through Friday must be worked to establish shift work.
it
SUPPLEMENTAL BENEFITS
Per hour worked:
07/01 /2013
~ Joumeyworker HVAC Service
$17.54 per hour paid
+ 1.10 per hour worked**
~ Joumeyworker Jobbing Alterations
$ 20.43 per hour paid
+ 2.73 per hour worked**
~ ** Not subject to overtime
OVERTIME PAY
See (B, *E, O, V) on OVERTIME PAGE
Note: Time and one half for the first eight hours on Saturdays.
Additional hours on Saturday to be paid at double time.
HOLIDAY
Paid: See (1) on HOLIDAY PAGE
` Overtime: See (5, 6, 8, 16, 25) on HOLIDAY PAGE
REGISTERED APPRENTICES
HVAC SERVICE
REGISTERED APPRENTICES
(1)year terms at the following wages.
1 st yr. 2nd yr. 3rd yr. 4th yr. 5th yr.
07101 /2013 $ 17.63 $ 20.56 $ 25.79 $ 31.57 $33.88
Supplemental Benefits per hoof worked:
Apprentices 07/01 /2013
1sf term $ 15.00 per hour paid
+ 1.10 per hour worked
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Prevailing Wage Rates for 07/01/2013 - 06/30/2014 Published by the New York State Department of Labor
iYr Last Published on Sep 01 2013 PRC Number 2013008777 Dutchess County
2nd term $ 15.43 per hour paid
+ 1.10 per hourworked
rrr
3rd term $ 16.01 per hour paid
+ 1.10 per hour worked
°i' 4th term $ 16.64 per hour paid
+ 1.10 per hour worked
5th term $ 17.13 per hour paid
air + 1.10 per hour worked
JOBBING ~ ALTERATIONS
+~+' REGISTERED APPRENTICES
(1)year terms at the following wages.
1st yr. 2nd yr. 3rd yr. 4th yr. 5th yr.
~ 07/01 /2013 $ 14.55 $ 19.05 $ 22.75 $ 26.65 $ 30.61
Supplemental Benefits per hour worked:
lr, Apprentices 07/01/2013
1st term $ 8.58 per hour paid
" + 0.50 per hour worked
2nd term $ 11.16 per hour paid
+ 0.93 per hour worked
3rd term $ 12.35 per hour paid
~ _ + 1.05 per hour worked
' 4th term $ 15.06 per hour paid
+ 1.46 per hour worked
~ 5th term $ 16.12 per hour paid
+ 1.90 per hour worked 8-21.1 &2-SF/Re/AC
~ Rnofer 09/01/2013
JOB DESCRIPTION Roofer DISTRICT 9
ENTIRE COUNTIES
Bronx, Dutchess, Kings, New York, Orange, Putnam, Queens, Richmond, Rockland, Sullivan, Ulster, Westchester
WAGES
Per Hour. 07/01/2013
irr
Roofer/Waterproofer $ 39.00
" SUPPLEMENTAL BENEFITS
Joumeyworker $ 27.92
~ OVERTIME PAY
See (B, H) on OVERTIME PAGE
Note: An observed holiday that falls on a Sunday will be observed the following Monday.
~ HOLIDAY
Paid: See (1) on HOLIDAY PAGE
Overtime: See (5, 6, 13, 25) on HOLIDAY PAGE
REGISTERED APPRENTICES
(1) year terms at the following percentage of Joumeyworkers hourly wage.
1st 2nd 3rd 4th
35% 50% 6.0% 75%
~iaal
Supplements per hour paid at the following rates:
Page 66
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Prevailing Wage Rates for 07/01/2013 - 06/30/2014 Published by the New York State Department of Labor
Last Published on Sep 01 2013 PRC Number 2013008777 Dutchess County
1rr
Apprentice: 1st 2nd 3rd 4th
$ 4.24 $ 14.13 $ 16.88 $ 21.03
9-8R
Sheetmetal Worker 09/01/2013
JOB DESCRIPTION Sheetmetal Worker DISTRICT 8
ENTIRE COUNTIES
Dutchess, Orange, Putnam, Rockland, Sullivan, Ulster, Westchester
WAGES
07/01 /2013
SheetMetal Worker $ 43.41
irr
SHIFT WORK
For all NYS D.O.T. and other Governmental mandated off-shift work:
10% increase for additional shifts for a minimum of five (5) days
Irr
SUPPLEMENTAL BENEFITS
_ Joumeyworker $ 31.90
OVERTIME PAY
OVERTIME:.. See (B, E, Q,) on OVERTIME PAGE.
*Note: For Sundays or Holidays worked, HOURLY WAGE is
double the total of the hourly wage plus the _
hourly benefit paid all in wages. (Benefits are
~' included in the wages).
HOLIDAY
Paid: See (1) on HOLIDAY PAGE
Overtime: See (5, 6, 8, 13, 16, 23) on HOLIDAY PAGE
~ REGISTERED APPRENTICES
1st 2nd 3rd 4th 5th 6th 7th 8th
$16.07 $18.07 $ 20.09 $ 22.09 $ 24.09 $ 26.11 $ 28.59 $ 31.07
~M'
Supplemental Benefits per hour.
~ Apprentices
1st term $ 14.05
2nd term 15.82
3rd term 17.57
4th term 19.33
~' 5th term 21.10
6th term 22.84
7th term 24.13
8th term 25.41
1R 8-38
Sprinkler Fitter 09/01/2013
r JOB DESCRIPTION Sprinkler Fitter DISTRICT 1
ENTIRE COUNTIES
Dutchess, Orange, Putnam, Rockland, Sullivan, Ulster, Westchester
WAGES
~ Per hour
07/01 /2013
Sprinkler $ 39.08
Fitter
err
SUPPLEMENTAL BENEFITS
Per hour worked
~ Journeyman $ 20.80
OVERTIME PAY
Page 67
Prevailing Wage Rates for 07/01/2013 - 06/30/2014 Published by the New York State Department of Labor
Last Published on Sep 01 2013 PRC Number 2013008777 Dutchess County
See (B, E, Q) on OVERTIME PAGE
HOLIDAY
Paid: See (1) on HOLIDAY PAGE
~, Overtime: See (5, 6) on HOLIDAY PAGE
Note: When a holiday falls on Sunday, the following Monday shall be considered a holiday and all work performed on either day shall be at
the double time rate. When a holiday falls on Saturday, the preceding Friday shall be considered a holiday and all work performed on either
day shall be at the double time rate.
REGISTERED APPRENTICES
Wages per hour
For Apprentices HIRED PRIOR TO 04/01/2010:
One Half Year terms at the following wage
1st 2nd 3rd 4th 5th 6th 7th 8th 9th 10th
$ 19.70 $ 19.70 $ 21.35 $ 23.32 $ 25.29 $ 27.26 $ 29.23 $ 31.20 $ 33.17 $ 35.14
Supplemental Benefits per hour worked
07/01 /2013
yy, 1st 8< 2nd Terms $ 8.74
3rd Term 15.02
4th Term 15.08
5th Term 20.39
6th Term 20.45
7th Term 20.51
8th Term 20.56
9th Term 20.47
10th Term 20.68
For Apprentices HIRED ON OR AFTER 04/01/2010:
One Half Year terms at the following wage
1st 2nd 3rd 4th 5th 6th 7th 8th 9th 10th
$ 17.73 $ 19.70 $ 21.35 $ 23.32 $ 25.29 $ 2726 $ 29.23 $ 31.20 $ 33.17 $ 35.14
~' Supplemental Benefits per hour worked
07/01 /2013
1st Term $ 8.68
2nd Term 8.74
3rd Term 15.02
4th Term 15.08
5th Term 15.64
6th Term 15.70
7th Term 15.76
8th Term 15.81
9th Term 15.87
(~ 10th Term 15.93
1-669.2
Survey Crew Consulting 09/01/2013
~
JOB DESCRIPTION Survey Crew Consulting DISTRICT 9
ENTIRE COUNTIES
Bronx, Dutchess, Kings, Nassau, New York, Putnam , Queens, Richmond, S uffolk, Westchester
~ WAGES
Feasibility and preliminary design surveying.
WAGES: (per hour)
07/01 /2013 07/01 /2014
Survey Rates: An additional
Party Chief..... $ 33.55 $ 1.06
~ Instrument Man.. $ 29.41 0.94
Rodman.......... $ 25.54 0.86
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Prevailing Wage Rates for 07/01/2013 - 06/30/2014 Published by the New York State Department of Labor
Last Published on Sep 01 2013 PRC Number 2013008777 Dutchess County
SUPPLEMENTAL BENEFITS
Per Hour.
All Crew Members: $ 17.90
_ OVERTIME PAY
OVERTIME.... See (B, E', O, V) ON OVERTIME PAGE.
+r. `Doubletime paid on the 9th hour on Saturday.
HOLIDAY
Paid: See (5, 6, 7, 11, 16) on HOLIDAY PAGE
Overtime: See (5, 6, 7, 11, 16) on HOLIDAY PAGE
9-15dconsult
Teamster -Building / Heaw&Highway 09/01/2013
JOB DESCRIPTION Teamster- Building /Heavy&Highway DISTRICT 11
ENTIRE COUNTIES
Dutchess, Orange, Rockland, Sullivan, Ulster
WAGES
GROUP 1: LeTourneau Tractors, Double Barrel Euclids, Athney Wagons and similar equipment (except when hooked to scrapers), I-Beam
and Pole Trailers, Tire Trucks and Tractor and Trailers with 5 axles and over, Articulated Back Dumps and Road Oil Distributors, Articulated
Water Trucks and Fuel Trucks, positions requiring a HAZMAT CDL endorsement
GROUP 1A: Drivers on detachable Gooseneck Low Bed Trailers rated over 35 tons.
GROUP 2: All equipment 25 yards and up to and incuding 30 yard bodies and cable Dump Trailers and Powder and Dynamite Trucks.
GROUP 3: All Equipment up to and including 24-yard bodies, Mixer Trucks, Dump Crete Trucks and similar types of equipment, Fuel Trucks
and Batch Trucks and all other Tractor Trailers.
GROUP 4: Tri-Axles, Ten Wheelers, Grease Trucks, Tillerman, Pattern Trucks, Intinuator Trucks. Water Trucks.
GROUP 5: Straight Trucks.
GROUP 6: Pick-up Trucks for hauling materials, parts, and Escort Man over-the-road.
WAGES: (per hour) 07/01/2013
GROUP 1 $ 30.75
GROUP 1A 31.89
~"" GROUP 2 30.19
GROUP 3 29.97 '
GROUP 4 29.86
GROUP 5 29.74
~` GROUP 6 29.74
NOTE: additional 20% premium above the hourly wage for hazardous and toxic waste removal. This applies to all groups.
~ - Shift Work: A shift premium of 10% on 2ND Shift and 15% on 3RD Shift will be paidwhen mandated by the NYS DOT or other governmental
agency contracts.All irregular and offshift work is to be paid a 10% premium.
SUPPLEMENTAL BENEFITS
Per hour paid: _
~` First 40 hours $ 27.30
Over 40 hours 22.00
OVERTIME PAY
~, OVERTIME:... See (B, E, P,T',U*') on OVERTIME PAGE.
HOLIDAY
HOLIDAY:
Paid:...... See (5, 6, 15, 25) on HOLIDAY PAGE.
tw Overtime:.. See (5, 6, 15, 25) on HOLIDAY PAGE.
NOTE: Holidays worked Monday to Friday receive straight time wage for working, plus Holiday Pay.
`Holidays worked on Saturday, code T applies.
"`*Holidays worked on Sunday, code U applies.
rrrr 11-445B/HH
Welder 09101!2013
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Prevailing Wage Rates for 07/01/2013 - 06/30/2014 Published by the New York State Department of Labor
,o.. Last Published on Sep 01 2013 PRC Number 2013008777 Dutchess County
JOB DESCRIPTION Welder DISTRICT 1
ENTIRE COUNTIES
Albany, Allegany, Bronx, Broome, Cattaraugus, Cayuga, Chautauqua, Chemung, Chenango, Clinton, Columbia, Cortland, Delaware,
~"' Dutchess, Erie, Essex, Franklin, Fulton, Genesee, Greene, Hamilton, Herkimer, Jefferson, flings, Lewis, Livingston, Madison, Monroe,
Montgomery, Nassau, New York, Niagara, Oneida, Onondaga, Ontario, Orange, Orleans, Oswego, Otsego, Putnam, Queens, Rensselaer,
Richmond, Rockland, Saratoga, Schenectady, Schoharie, Schuyler, Seneca, St. Lawrence, Steuben, Suffolk, Sullivan, Tioga, Tompkins,
Ulster, Warren, Washington, Wayne, Westchester, Wyoming, Yates
3i~r WAGES
Per hour 07/01/2013
Welder (To be paid the same rate of the mechanic performing the work)
"""' OVERTIME PAY
HOLIDAY
+rs
+ir~
..
1-As Per Trade
Page 70
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yr
Prevailing Wage Rates for 07/01/2013 - 06/30/2014
~w Last Published on Sep 01 2013
Published by the New York State Department of Labor
PRC Number20130D8777
Overtime Codes
~,,, Following is an explanation of the code(s) listed in the OVERTIME section of each cfass~cation contained in the attached schedule.
Additional requirements may also be listed in the HOLIDAY section.
( 61) Time and one half of the hourly rate for the 9th ~ 10th hours week days and the 1st 8 hours on Saturday.
Double the hourly rate for all additional hours
(A) Time and one half of the hourly rate after 7 hours per day
(AA) Time and one half of the hourly rate after 7 and one half hours per day
( E3) Between November 1st and March 3rd Saturday may be used as a make-up day at straight time when a day is
lost during that week due to inclement weather, provided a given employee has worked between 16 and 32
hours that week
(B) Time and one half of the hourly rate after 8 hours per day
(S1) Two and one half times the hourly rate the first 8 hours on Sunday or Holidays One and one half times the
hourly rate all additional hours.
( ES) Double time after 8 hours on Saturdays
( B2) Time and one half of the hourly rate after 40 hours per week
(C) Double the hourly rate after 7 hours per day
(C1) Double the hourly rate after 7 and one half hours per day
(D) Double the hourly rate after 8 hours per day
( D1) Double the hourly rate after 9 hours per day
(E) Time and one half of the hourly rate on Saturday
( E1) Time and one half 1st 4 hours on Saturday Double the hourly rate all additional Saturday hours
( E2) Saturday may be used as a make-up day at straight time when a day is lost during that week due to inclement
weather
( E4) Saturday and Sunday may be used as a make-up day at straight time when a day is lost during that week due
to inclement weather
(F) Time and one half of the hourly rate on Saturday and Sunday
(G) Time and one half of the hourly rate on Saturday and Holidays
(H) Time and one half of the hourly rate on Saturday, Sunday, and Holidays
~ (I) Time and one half of the hourly rate on Sunday
(J) Time and one half of the hourly rate on Sunday and Holidays
~, (K) Time and one half of the hourly rate on Holidays
(L) Double the hourly rate on Saturday
(M) Double the hourly rate on Saturday and Sunday
(N) Double the hourly rate on Saturday and Holidays
(O) Double the hourly rate on Saturday, Sunday, and Holidays
(P) Double the hourly rate on Sunday
(O) Double the hourly rate on Sunday and Holidays
~' (R) Double the hourly rate on Holidays
(S) Two and one half times the hourly rate for Holidays, if worked
Page 71
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Prevailing Wage Rates for 07/01/2013 - 06/3012014
Last Published on Sep 01 2013
(T) Triple the hourly rate for Holidays, if worked
(U) Four times the hourly rate for Holidays, if worked
(V) Including benefits at SAME PREMIUM as shown for overtime
(W) Time and one half for benefits on all overtime hours.
NOTE:BENEFITS are PER HOUR WORKED,for each hour worked, unless otherwise noted
Page 72
Published by the New York State Department of Labor
PRC Number 2013008777
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Prevailing Wage Rates for 07/01/2013 - 06/30/2014 Published by the New York State Department of Labor
Last Published on Sep 01 2013 PRC Number 2013008777
Holiday Codes
PAID Holidays:
fiiw Paid Holidays are days for which an eligible employee receives a regular day's pay, but is not required to perform work. If an employee
works on a day listed as a paid holiday, this remuneration is in addition to payment of the required prevailing rate for the work actually
performed.
OVERTIME Holiday Pay:
i.
Overtime holiday pay is the premium pay that is required for work performed on specified holidays. It is only required where the employee
actually performs work on such holidays. The applivable holidays are listed under HOLIDAYS: OVERTIME. The required rate of pay for
these covered holidays can be found in the OVERTIME PAY section listings for each classfication.
•r Following is an explanation of the code(s) listed in the HOLIDAY section of each classification contained in the attached schedule. The
Holidays as listed below are to be paid a the wage rates at which the employee is normally classified.
~„ (1) None
(2) Labor Day
~ (3) Memorial Day and Labor Day
(4) Memorial Day and July 4th
(5) Memorial Day, July 4th, and Labor Day
fw
(6) New Year's, Thanksgiving, and Christmas
(7) Lincoln's Birthday, Washington's Birthday, and Veterans Day
_ (8) Good Friday
(9) Lincoln's Birthday
(10) Washington's Birthday
( 11) Columbus Day
' (12) Election Day
iL. .
( 13) Presidential Election Day
(14) 1/2 Day on Presidential Election Day
~' (15) Veterans Day
(16) Day after Thanksgiving
(17) July 4th
( 18) 1/2 Day before Christmas
..~. .
(19) 1/2 Day before New Years
( 20) Thanksgiving
( 21) New Year's Day
( 22) Christmas
( 23) Day before Christmas
(24) Day before New Year's
( 25) Presidents' Day
j~, ~ (26) Martin Luther King, Jr. Day
( 27) Memorial Day
Page 73
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New York State Department of Labor -Bureau of Public Work
State Office Building Campus
Building 12 -Room 130
Albany, New York 12240
REQUEST FOR WAGE AND SUPPLEMENT INFORMATION
As Required by Articles 8 and 9 of the NYS Labor Law
F8X ($18) 485-1870 or mail this form for new schedules or for determination for additional occupations.
This Form Must Be Typed
Submitted By:
~" (Check Only One) ^ Contracting Agency ^ Architect or Engineering Firm ^ Public Work District Office Date:
A. Public Work Contract to be let by: (Enter Data Pertaining to Contracting/PublicAgepcy)
1. Name and complete address [~ (Check if new or change)
Telephone: ( ) Faz ( )
E-Mail:
^ 07 City
^ 08 Local School District
^ 09 Speaal Local District, i.e.,
Fire, Sewer, Water District
^ 1 O Village
^ 11 Town
^ 12 County
^ 13 Other Non-N.Y. State
(Describe)
3. SEND REPLY TO ~ ^ check ff new or change)
Name and complete address:
2. NY State Units (see Item 5)
^ 01 DOT
^ 02 OGS
^ 03 Dormitory Authority
^ 04 State University
Construction Fund
^ 05 Mental Hygiene
Faalities Corp.
^ 06 OTHER N.Y. STATE UNIT
4. SERVICE REQUIRED. Check appropriate box and provide project
information.
^ New Schedule of Wages and Supplements.
APPROXIMATE BID DATE
^ Additional Occupation and/or Redetermination
Telephone:( ) Fex: ( ) PRC NUMBER ISSUED PREVIOUSLY FOR OFFICE USE ONLY
THIS PROJECT
E-Mail:
B. PROJECT PARTICULARS
$• Project Title s. Location of Project:
Location on Site
• Description of Work Route No/Street Address
Villa
e or Cit
g
y
Contract Identification Number Town
Note: For NYS units, the OSC Contract No. County
7. Nature of Project -Check One: 8. OCCUPATION FOR PROJECT
^ 1. New Building
^ Construction (Building, Heavy
^
Guards, Watchmen
^ 2. Addition to Existin Structure
9 Highway/SewerNUater) ^ Janitors, Porters, Cleaners,
^ 3. Heavy and Highway Construction (New and Repair) ^ Tunnel Elevator Operators
^ 4. New Sewer or Waterline ^ Residential ^ Moving furniture and
^ 5. Other New Construction (Explain) ^ Landscape Maintenance equipment
^ 6. Other Reconstruction, Maintenance, Repair or Alteration ^ Elevator maintenance ^ Trash and refuse removal
^ 7. Demolition ^ Exterminators, Fumigators ^ Window cleaners
^ 8. Building Service Contract p Fire Safety Director, NYC Only ^ Other (Describe)
9. Has this project been reviewed for compliance with the Wicks Law involving separate bidding? YES ^ NO ^
10. Name and Title of Requester
^r
Signature
w ev~c3s (oa.t>> SEE PAGE TWO FOR LAWS RELATING TO PUBLIC WORK CONTRACTS
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..
NEW YORK STATE DEPARTMENT OF LABOR
Bureau of Public Work -Debarment List
LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE
AWARDED ANY PUBLIC WORK CONTRACT
Under Article 8 and Article 9 of the NYS Labor Law, a contractor, sub-contractor and/or
its successor shall be debarred and ineligible to submit a bid on or be awarded any
public work or public building service contract/sub-contract with the state, any municipal
corporation or public body for a period of five (5) years from the date of debarment
when:
' • Two (2) final determinations have been rendered within any consecutive six-year
(6) period determining that such contractor, sub-contractor and/or its successor has
WILLFULLY failed to pay the prevailing wage and/or supplements
• One (1) final determination involves falsification of payroll records or the kickback of
- wages and/or supplements
NOTE: The agency issuing the determination and providing the information, is denoted
under the heading `Fiscal Officer'. DOL =NYS Dept. of Labor; NYC =New York City
Comptroller's Office; AG =NYS Attorney General's Office; DA =County District
Attorney's Office.
Yr.
A list of those barred from bidding, or being awarded, any public work contract or
subcontract with the State, under section 141-b of the Workers' Compensation Law,
may be obtained at the following link, on the NYS DOL Website:
https://dbr.la.bor.state.ny.uslEDList/searchPage.do
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NYSDOL Bureau of Public Work Debarment List 09/05/2013
Article 8
AGENCY~• Fiscal Officer , ;FEIN
° EMPLOYERJVAME EMPLOYER
~. _
' `~ `ADDRESS;
` DEBARMENT ' :DEBARMENT
:g} ~ .Jr^, .z....:' -:^'i.
' ~ r ^z DBANAME: ' r,:-..
;. '•_ r START`DATE " END DATE:.
DOL DOL 4618 FOSTER AVE LLC C/0 KAHAN & KAHAN 02/05/2013 02/05!2018
225 BROADWAY-SUITE
715NEW YORK NY 10007
DOL NYC A & T IRON WORKS INC 25 CLIFF STREET 12/21/2009 12!21/2014
NEW ROCHELLE NY 10801 I
DOL DOL ""`0711 A ULIANO & SON LTD 22 GRIFFEN COURT 10/26/2010 10726/2015
MILLER PLACE NY 11746
DOL DOL A ULIANO CONSTRUCTION 22 GRIFFEN COURT 10/26/2010 10(26/2015
MILLER PLACE NY 11746
DOL NYC ""Y5804 AAR/CO ELECTRIC INC 5902 AVENUE N 03/20/2009 03/20/2014
BROOKLYN NY 11234
DOL NYC ""'4486 ABBEY PAINTING CORP 211 D7 28TH AVENUE 07/02/2012 07/02/2017
BAYSIDE NY 11360
DOL DOL ""'9095 ABDO TILE CO 6179 EAST MOLLOY ROAD 06/25/2010 07/02/2017
EAST SYRACUSE NY 13057
DOL DOL """9095 ABDO TILE COMPANY 6179 EAST MOLLOY ROAD 06/2512010 07/02/2017
EAST SYRACUSE NY 13057
DOL DOL ""'0635 ABOVE ALL PUMP REPAIR 360 KNICKERBOCKER 10/20/2008 10/20/2013
CORP AVENUE
BATAVIA NY 11716
DOL DOL ""'1219 ABSOLUTE GENERAL 1229 AVENUE U 01/28/2013 01/28/2018
CONTRACTING INC BROOKLYN NY 11229
DOL AG ""'8219 ACTIVE CABLING INC C/O FRANK DECAPITE 10/02/2008 10/01/2013
7 SYCAMORE ROAD
DRWOODBURY NY 11797
DOL DOL ADAM A CEMERYS 2718 CURRY ROAD 07/08/2010 07/08/2015
SCHENECTADY NY 12303
DOL DOL ""`7584 ADAM'S FLOOR COVERING 2716 CURRY ROAD 07/08!2010 02/15/2017
LLC SCHENECTADY NY123D3
DOL DOL ADESUWA UWUIGBE P O BOX 21-1022 05/16/2012 05/16/2017
BROOKLYN NY 11221
DOL DOL AFFORDABLE PAINTING PLUS 367 GREEVES ROAD 10/01!2010 10/01/2015
NEW HAMPTON NY 10958
DOL DOL ""'2538 AGG MASONRY INC 160 72ND ST -SUITE 721 03/19/2013 03/19/2016
BROOKLYN NY 11209
DOL DOL ALBERT CASEY 4328 54TH STREET 07/0'1/2011 07/01/2016
WOODSIDE NY 11377
DOL DOL ALEJANDRO MATOS C/O SEVEN STAR ELECTRICAL 06/27/2011 06/27/2016
23.24 STEINWAY
STREETASTORIA NY 11105
DOL DOL ALISHER KARIMOV C/O AGG MASONRY INC 03/19!2013 03/19/2016
7105 3RD AVENUEBROOKLYN
NY 11209
DOL DOL "^"8740 ALLSTATE ENVIRONMENTAL C/O JOSE MONTAS 03/18/2011 03!1512017
CORP 27 BUTLER PLACEYONKERS
NY 10710
DOL DOL ""'8534 ALPHA INTERIORS INC 513 ACORN STREETI SUITE C 05/27/2010 05/27/2015
DEER PARK NY 11729
DOL DOL ""'4274 AMERICAN STEEL 693 PAINTER STREET 02/20/2013 02/20/2018
MECHANICAL'INC MEDIA PA 19063
DOL DOL ""'8291 AMIR'S VISION INC 230 PRATT STREET 09/17/2008 09/17/2013
BUFFALO NY 14204
DOL NYC ANDERSON LOPEZ 670 SOUTHERN BLVD 06/14/2011 06/14/2016
BRONX NY 10455
DOL DOL ANDREW DIPAUL C/O CONSOLIDATED 12/11/2012 12111/2017
INDUSTRI
2051 ROUTE 44/SSMODENA NY
12548
DOL NYC ANDRZEJ WROBEL 24 CONGRESS LANE 05/01/2013 05/01/2018
SOUTH RIVER NJ 08882
DOL AG ANTHONY BRANCA 700 SUMMER STREET 11/24(2009 11!2412014
STAMFORD CT
DOL DA ANTHONY CARDINALE 58-48 59TH STREET 05/16/2012 05/16/2017
MASPETH NY 11378
DOL DOL ANTHONY POSELLA 3D GLEN HOLLOW 10/19/2009 10/19/2014
ROCHESTER NY 14622
DOL DOL ANTHONY TAORMINA 215 MCCORMICK DRIVE 05/20/2009 05/20/2014
BOHEMIA NY 11716
DOL DOL ANTHONY ULIANO 22 GRIFFEN COURT 10!26/2010 10/26/2015
MILLER PLACE NY 11746
DOL DOL ""'3020 APCO CONTRACTING CORP 24 SOUTH MARYLAND 09/24/2012 09!24/2017
AVENUE
PORT WASHINGTON NY
11050
DOL DOL "^""8688 ARC MECHANICAL CORP 215 MCCORMICK DRIVE 05!20/2009 05/20!2014
BOHEMIA NY 11716
Page 4 of 10
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DOL NYC
DOL DOL
DOL DOL
DOL DOL
DOL DOL
DOL NYC
DOL DOL
DOL ~ DOL
DOL DOL
DOL DOL
DOL NYC
DOL DOL
DOL DOL
DOL DOL
DOL DOL
DOL DOL
DOL DOL
DOL DOL
DOL DOL
.DOL DOL
DOL DOL
DOL DOL
DOL DOL
DOL DOL
DOL DOL
DOL DOL
DOL DOL
DOL DOL
DOL DOL
DOL DOL
DOL DOL
DOL DOL
DOL DOL
DOL DOL
DOL DOL
DOL DOL
NYSDOL Bureau of Public Work Debarment List 09!0512013
Article 8
ARIE BAR 5902 AVENUE N
BROOKLYN NY 11234 03!2012009 03/20/2014
"""9336 ARTIER/ SPECIALTIES LLC SSA~R 1LOCKPORT NY 1409E4 11/04/2009 11/04/2014
"'""3953 ASCPAPE LANDSCAPE &
CONSTRUCTION CORP 634 ROUTE 303
BLAUVELT NY 10913 07/26/2012 07/26/2017
""`2993 AST DRYWALL & ACOUSTICS
INC 46 JOHN STREET - STE 711
NEW YORK NY 10038 12/16/2008 12/16/2013
-»2534 B & B CONCRETE
CONTRACTORS INC 55 OLD TURNPIKE ROAD
SUITE 612NANUET NY 10954 02/0412011 02/04/2016
' BASIL ROMEO 243-03 137TH AVENUE
ROSEDALE NY 11422 03!25/2010 03125!2015
'"""`2294 BEDELL CONTRACTING CORP 2 TINA LANE
HOPEWELL JUNCTION NY 01/06/2012 01/06/2017
12533
BENNY VIGLIOTTI C!O LUVIN CONSTRUCTION
CO 03/15/2010 03/15/2015
P O BOX 357CARLE PLACE NY
11514
"""6999 BEST ROOFING OF NEW
JERSEY LLC 3D MIDLAND AVENUE
WALLINGTON NJ 07057 11105/2010 11/05/2015
BIAGIO CANTISANI 200 FERRIS AVENUE
WHITE PLAINS NY 10603 12/04/2009 05/04/2017
""'6377 BOSPHORUS CONSTRUCTION
CORPORATION 3817BROOKLYN N1YA 1 S3T4E 1D 06/30/2010 06/30/2015
BRIAN HOXIE 2219 VALLEY DRIVE
SYRACUSE NY 13207 12/04!2009 12/04/2014
""`4311 C & F SHEET METAL CORP 26ROOKLYNDNY 1 231T 02125/2009 02/24/2014
""'3542 C & R HOUSING INC 230 PRATT STREET
BUFFALO NY 14204 09/1712008 09117/2013
CANTISANI & ASSOCIATES
L-~p 442 FERRIS AVENUE
WHITE PLAINS NY 10603 1Zl0412009 05/04/2017
CANTISANI HOLDING LLC 220 FERRIS AVENUE
WHITE PLAINS NY 10603 05/04/2012 05/04/2017
""`1143 CARMODY BUILDING CORP 442 ARMONK ROAD
MOUNT KISCO NY 10549 05104/2012 05/04/2017
""'3366 CARMODY CONCRETE CORP 442 ARMONK ROAD
MOUNT KISCO NY 10549 12/04/2009 05/0412017
CARMODY CONTRACTING
CORP 220 FERRIS AVENUE
WHITE PLAINS NY 10603 05/04/2012 05/04!2017
""`6215 CARMODY CONTRACTING INC ~~~ pR,gINS NYND603 05/04/2012 05/04/2017
CARMODY ENTERPRISES LTD ~~~ pR,gIINS NYN06D3 12/04/2009 05/04/2017
"""3612 CARMODY INC 442 ARMONK ROAD
MOUNT KISCO NY 10549 12/04/2009 05/04/2017
""'3812 CARMODY INDUSTRIES INC 442 FERRIS AVENUE
WHITE PLAINS NY 10603 05/0412012 05/04/2017
CARMODY MAINTENANCE
CORP 105 KISCO AVENUE
MOUNT KISGO NY 10549 05/04/2012 D5/04/2017
"""0324 CARMODY MASONRY CORP 442 ARMONK ROAD
MOUNT KISKO NY 10549 12/0412009 05/04/2017
""`3812 CARMODY"2" INC 220 FERRIS AVENUE
WHITE PLAINS NY 10603 12/04/2009 DS/04/2017
""'9721 CATENARY CONSTRUCTION
CORP ROCHESTER NYE46D5 02/14/2006 10/20/2014
""'1683 CATONE CONSTRUCTION
COMPANY INC 294 ALPINE ROAD
ROCHESTER NY 14423 03/09/2012 03/09!2017
CATONE ENTERPRISES INC 225 DAKOTA STREET
ROCHESTER NY 14423 03/09/2012 03/09/2017
""`7924 CBI CONTRACTING
INCORPORATED 2081 JACKSON AVENUE
COPIAGUE NY 11726 06103!2010 06/03/2815
""'5556 CERTIFIED INSTALLERS INC 113 N MAPLE AVENUE
GREENSBURG PA 15601 . 02/21/2013 02/21/2018
CHARLES OKRASKI 67 WARD ROAD
SALT POINT NY 12578 01/21/2011 01/21/2016
CHARLES RIBAUDO 513 ACORN ST - SUITE C
DEER PARK NY 11729 05127!2010 05/27/2015
""`1416 CHEROMINO CONTROL
GROUP LLC 61 WILLET ST -SUITE 14
PASSAIC NJ 07055 12/03/2009 02/23/2017
CHRIS SAVOURY 44 THIELLS-MT IVY ROAD
POMONA NY 10970 1011412011 10/1412016
CHRIS7 R PAPAS C/O TRAC CONSTRUCTION
INC 02/0312011 02/03/2016
9091 ERIE ROADANGOLA NY
14006
w_._ n _s ~n
4'
~- NYSDOL Bureau of Public Work Debarment List 09!0512013
Article 8
•r
i
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DOL DOL CHRISTOF PREZBYL 2 TINA LANE 01/0612012 01/06/2017
HOPEWELL JUNCTION NY
12533
DOL DOL CITY GENERAL BUILDERS INC 131 MELROSE STREET 03/02/2010 03/02/2015
BROOKLYN NY 11206
DOL DOL '"""'7086 CITY GENERAL IRON WORKS 131 MELROSE STREET 03/0212010 03/02/2015
INC BROOKLYN NY 11206
DOL DOL """5329 CNY MECHANICAL P 0 BOX 250 11/0612008 11/0612013
ASSOCIATES INC EAST SYRACUSE NY 13057
DOL NYC """1766 COFIRE PAVING 120-30 28TH AVENUE 01/14/2011 01!14/2016
CORPORATION FLUSHING NY 11354
DOL DOL ""`8342 CONKLIN PORTFOLIO LLC 60 COLONIAL ROAD 02/15/2011 02/1512016
STILLWATER NY 12170
DOL DOL """4175 CONSOLIDATED INDUSTRIAL 2051 ROUTE 44/55 12/11/2012 01/28/2018
SERVICES INC MODENA NY 12548
DOL DOL ""`5740 CORTLAND GLASS COMPANY 336 TOMPKINS STREET 10/21/2010 07!1512016
INC CORTLAND NY 13045
DOL NYC ""`8777 CROSSLAND ELECTRICAL 846 EAST 52ND STREET 12/19/2008 12/2912013
SYSTEMS INC BROOKLYN NY 11203
DOL DOL ""`1804 CUSTOM GARDEN 283 NORTH MIDDLETOWN 09/28/2009 09/28/2014
LANDSCAPING INC ROAD
PEARL RIVER NY 10965
DOL DOL "'""9453 D & D MASON CONTRACTORS 156-11 96TH STREET 06/25/2009 06/25/2014
INC HOWARD BEACH NY 11414
DOL DOL ""`0610 D & G PAINTING 8 53 LITTLE COLLABAR ROAD 04/19/2072 04/19/2017
-0ECORATING INC MONTGOMERY NY 12549
DOL DOL DANIEL CELLUCCI ELECTRIC 17 SALISBURY STREET 06/022010 06/02/2015
GRAFTON MA 01519
DOL DOL ""`7129 DANIEL T CELLUCCI DANIEL 17 SALISBURY STREET 06/02/2010 06/02/2015
CELLUCCI GRAFTON MA 01519
ELECTRIC
DOL DOL DARREN MAYDWELL 115 LEWIS STREET 08/12/2009 05112/2014
YONKERS NY 10703
DOL DOL DEAN ROBBINS III 212 OXFORD WAY 12/11/2012 02/202018
SCHENECTADY NY 12309
DOL DOL ""'2311 DELCON CONSTRUCTION - 220 WHfTE PLAINS ROAD 06/27/2009 08/27/2014
CORP TARRYTOWN NY 10591
DOL DOL ""`3538 DELTA CONTRACTING 75 MCCULLOCH DRIVE 10/19/2010 10/19/2015
PAINTING AND DESIGN INC DIX HILLS NY 11746
DOL DOL DEMETRIOS KOUTSOURAS 530 BEECH STREET 07/02/2012 07102/2017
NEW HYDE PARK NY 11040
DOL DOL DIANE DEAVER 731 WARWICK TURNPIKE 06/252012 12/11/2017
HEWITT NJ 07421
DOL DOL DONALD NOWAK 10 GABY LANE 10/152009 10/15/2014
CHEEKTOWAGA NY 14227
DOL DOL DORIS SKODA C/O APCO CONTRACTING 09/24/2012 09/242017
CORP
- 24 SOUTH MARYLAND
AVENUEPORT WASHINGTON
NY 11050
DOL DOL DRAGOLJUB RADOJEVIC 61 WILLET ST 12/03/2009 07109/2015
- SUITE 14 PASSAIC NJ 07055
DOL NYC ""'6176 E N E L ELECTRICAL CORP 1107 MCDONALD AVENUE 07/30/2010 07/3012015
BROOKLYN NY 11230
DOL DOL ""'6011 ECOA CLEANING P O BOX 21-1022 05/16/2012 05/16/2017
CONTRACTORS INC BROOKLYN NY 11221
DOL NYC """8074 ECONOMY IRON WORKS INC 670 SOUTHERN BLVD 06/142011 06/14/2016
BRONX NY 10455
DOL DOL EDWARD L GAUTHIER C/O IMPERIAL MASONRY 10/03/2012 10/03/2017
REST
141 ARGONNE
DRIVEKENMORE NY 14217
DOL DOL EDWARD SUBEH 1 CHELSEA COURT 10/06/2008 10/06/2013
ATLANTIC CITY NJ 08401
DOL NYC ""`6260 EL TREBOL SPECIAL 9526 76TH STREET 10/122011 10!122016
CLEANING INC 020NE PARK NY 11416
DOL DOL ""'0780 EMES HEATING & PLUMBING 5 EMES LANE 01/20/2002 01/2013002
CONTR MONSEY NY 10952
DOL DOL """6101 ENHANCED DATA COM INC 75 SHERBROOK ROAD 07/01/2010 07/072015
NORTH BABYLON NY 11704
DOL DOL ERIKA BARNETT 253 BEACH BREEZE LANE 02/05/2013 02/05/2018
UNIT BARVERNE NY 11692
DOL DOL ESCO INSTALLERS LLC 1 CHELSEA COURT 10/06/2008 10/06/2013
ATLANTIC CITY NJ 08401
DOL DOL ESTEVES & FRAGA 986 MADISON AVENUE 01/032013 01/0312018
CONSTRUCTION CO INC PATERSON NJ 07501
DOL DOL ESTEVES & FRAGA INC 986 MADISON AVENUE 01/0312013 01/0312018
PATERSON NJ 07501
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NYSDOL Bureau of Public Work Debarment List 09/05/2013
Article 8
DOL DOL EVELIO ELLEDIAS 114 PEARL STREET 08/15!2012 08/15/2017
PORT CHESTER NY 10573
DOL DOL FERNANDO GOMEZ 201 RICHARDS STREET 02/25(2009 02/25!2014
BROOKLYN NY 11231
DOL DOL """'0768 FISHER CONCRETE INC 741 WELSH ROAD 04/0872009 04/08/2014
JAVA CENTER NY 14082
DOL DOL ""'5867 FJM-FERRO INC 6820 14TH AVENUE 10!27/2011 10!27/2016
BROOKLYN NY 11219
DOL DOL FMS 4 LEGHORN COURT 11/28/2012 11/28/2017
NEW YORK NY 11746
DOL DOL "'""8067 FORTH SPORT FLOORS INC P 0 BOX 74 02/28!2012 10/01/2017
EAST GREENBUSH NY 12061
DOL NYC FRANK ACOCELLA 68 GAYLORD ROAD 02/1012011 02/10/2016
SCARSDALE NY 10583
DOL DOL FRANK J MERCANDO C/O 134 MURRAY AVENUE 117222008 11/22/2013
MERCANDO YONKERS NY 10704
CONTRACTIN
G CO INC
DOL DOL FRANK J MERCANDO 134 MURRAY AVENUE 12/11/2009 12/11/2014
YONKERS NY 10704
DOL DOL FRANK ORTIZ 75 SHERBROOK ROAD 07/01/2010 07/0172015
NORTH BABYLON NY 11704
DOL DOL FRED ABDO ABDO TILE 6179 EAST MOLLOY ROAD 06725/2010 07/02/2017
COMPANY EAST SYRACUSE NY 13057
AKA ABDO
TILE CO
DOL DOL ""`9202 G & M PAINTING 13915 VILLAGE LANE 02/0572010 02/05/2015
ENTERPRISES lNC RIVERVIEW MI 48192
DOL DOL GARY MCDOWELL GM 76 PLEASANT STREET 06111/2013 06!1112018
CONSTRUCT/ WELLSVILLE NY 14895
ON & LAWN
CARE
SERVICE
DOL DOL ""'6826 GBE CONTRACTING 12-14 UTOPIA PARKWAY 02/10(2010 02/10/2015
CORPORATION WHITESTONE NY 11357
DOL NYC GELSOMINA TASSONE 25 CLIFF STREET 06/15/2010 06/15/2015
NEW ROCHELLE NY 10801
DOL DOL GEORGE A PATTI III P 0 BOX 772 06/13/2010 08/13/2015
JAMESTOWN NY 14701
DOL NYC GEORGE LUCEY 150 KINGS STREET 01!19/1998 01/19/2996
BROOKLYN NY 11231
DOL DOL GEORGE SHINAS 12-14 UTOPIA PARKWAY 02/10/2010 02/10/2015
WHITESTONE NY 11357
DOL DOL GERALD A POLLOCK 336 TOMPKINS STREET 0629/2010 07/15/2016
CORTLAND NY 13045
DOL DOL GERALD F POLUCH JR 2085 BRIGHTON HENRIETTA 11/042010 11/04/2015
TOWN LINE
ROADROCHESTER NY 14623
DOL DOL ""`1075 GLOBAL TANK P O BOX 1238 11282012 11/28/2017
CONSTRUCTION LLC SALINA OK 74365
DOL DOL ""'0878 GM CONSTRUCTION & LAWN 76 PLEASANT STREET 06/112013 06/112018
CARE SERVICE WELLSVILLE NY 14895
DOL DOL """4013 GR GRATES CONSTRUCTION 63 IRONWOOD ROAD 06/14/2010 06/14/2015
CORPORATION UTICA NY 13520
DOL DOL GRATES MERCHANT NANNA 63 IRONWOOD ROAD 06114/2010 06/152015
INC UTICA NY 13520
DOL DOL GREGG G GRATES 63 IRONWOOD ROAD 06/142010 06/14/2015
UTICA NY 13520
DOL DOL GRETCHEN SULLIVAN P O BOX 130 11/10/2011 11/10/2016
CRETE IL 60417
DOL DOL ""'9985 GROUND LEVEL 10 GARY LANE 10/152009 10/152014
CONSTRUCTION CHEEKTOWAGA NY 14227
DOL DOL °"'7735 GRYF CONSTRUCTION INC OD-ENGLISH
394 SPOTSW
O 08!082011 08/08/2016
R
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MONROE NJ 08831 I
DOL DOL """'9456 GUILLO CONTRACTING CORP P O BOX 229 07/062013 i 07/08/2018
CALVERTON NY 11933
DOL DOL GUS PAPASTEFANOU C/0 D & G PAINTING & DECO 04/19/2012 0411 92 0 1 7
53 LITTLE COLLABAR I
ROADMONTGOMERY NY
12549
DOL DOL H.H. RAUH CONSTRUCTION, 2930 RT. 394 01/14/2011 01/14/2016
LLC ASHVILLE NY 14710
DOL DOL ""'2499 H.H. RAUH CONTRACTING 2930 RT. 394 01/14/2011 01/142016
CO., LLC ASHVILLE NY 14710
DOL DOL H.H. RAUH PAVING, INC. 7 WEST 1ST ST. 01/1472011 01114/2016
LAKEWOOD NY 74750
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NYSDOL Bureau of Public Work Debarment List 09/05/2013
Article 8
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DOL DOL ""'8904 HALLOCKS CONSTRUCTION P O BOX 278 12/01!2008 12/01/2013
CORP YORKTOWN HEIGHTS NY
10598
DOL DOL HARALAMBOS KARAS BO-12 ASTORIA BOULEVARD 11/2212008 10!22!2013
EAST ELMHURST NY 11370
DOL DOL """5405 HARD LINE CONTRACTING 89 EDlSON AVENUE 10/28/2011 10/28!2016
INC MOUNT VERNON NY 10550
DOL DOL HI-TECH CONTRACTING CORP 114 PEARL STREET 08/15/2012 08/15/2017
PORT CHESTER NY 10573
DOL DOL ""'4331 HIDDEN VALALEY 225 SEYMOUR STREET 02/08/2011 02/08!2016
EXCAVATING INC FREDONIA NY 14063
DOL DOL ""`9893 HOXIE'S PAINTING CO INC 2219 VALLEY DRIVE 12/04/2009 12/04/2014
SYRACUSE NY 13207
DOL DOL ""`6429 IDM ENTERPRISES INC 60 OUTWATER LANE 05/09!2009 05/09/2014
GARFIELD NJ 07026
DOL DOL ""`8426 IMPERIAL MASONRY 141 ARGONNE DRIVE 10!03!2012 10/03/2017
RESTORATION INC KENMORE NY 14217
DOL DOL ""'7561 INDUS GENERAL 33-04 91ST STREET 04128/2010 04/28/2015
CONSTRUCTION JACKSON HEIGHTS NY 11372
DOL DA """1958 IRON HORSE ONE INC 10 ROSWELL AVENUE 09/30/2010 09/3012015
OCEANSIDE NY 11572
DOL DOL ISABEL FRAGA C/O THREE FRIENDS CONSTR 01/03/2013 01/03/2018
986 MADISON
AVENUEPATERSON NJ 07501
DOL DOL /VAN D MARKOVSKI 60 OUTWATER LANE 05/09!2009 05/09!2014
GARFIELD NJ 07026
DOL DOL J 8 N LEASING AND BUILDING 154 EAST BOSTON POST 08/11/2009 08/11/2014
MATERIALS ROAD
MAMARONECK NY 10543
DOL DOL """1584 J M TRI STATE TRUCKING INC 140 ARMSTRONG AVENUE 10/21/2009 10/21/2014
SYRACUSE NY 13209
DOL DOL ""`9368 J TECH CONSTRUCTION PO BOX 64762 09/24/2012 09/24/2017
ROCHESTER NY 14624
DOL DOL J THE HANDYMAN 09/24/2012 09/24/2017
DOL DOL JAMES SICKAU 3090 SHIRLEY ROAD 04!19!2011 12/30!2016
NORTH COLLINS NY 14111
DOL DOL JAMES WALSH 89 EDISON AVENUE 10/28/2011 10/28/2016
MOUNT VERNON NY 10550
DOL DOL JAY PRESUTTI C/O CONSOLIDATED 01!28/2013 01!28/2018
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2051 ROUTE 44/SSMODENA NY
12548
DOL DOL JEFFREY A NANNA 502 WOODBURNE DRIVE 06/14/2010 06/14/2015
UTICA NY 13502
DOL DOL JEFFREY ARTIER/ 107 STEVENS STREET 11/04/2009 11/04/2014
LOCKPORT NY 14094
DOL DOL JOHN BUONADONNA 283 NORTH MIDDLETOWN 09/28/2009 09/28/2014
ROAD
PEARL RIVER NY 10965
DOL DOL JOHN CATONE C/0 CATONE CONSTRUCTION 03/09/2012 03/09!2017
294 ALPINE
ROADROCHESTER NY 14612
DOL NYC JOHN DITURI 1107 MCDONALD AVENUE 07/30/2010 07!30!2015
BROOKLYN NY 11230
DOL NYC JOHN FICARELLI 120-30 26TH AVENUE 01/14/2011 01/14/2016
FLUSHING NY 11354
DOL DOL JOHN H LEE JOHN LEE 67 WILER ROAD 01/28/2013 01/28!2018
QUALITY HILTON NY 14468
PAVING
DOL DOL JOHN JIULIANNI 222 GAINSBORG AVENUE E 05/10/2010 05/10!2015
WEST HARRISON NY 10604
DOL DOL """1749 JOHN LEE QUALITY PAVING 67 WILER ROAD 01/28!2013 01!2812018
HILTON NY 14468
DOL DOL ""`2701 JOHN SMYKLA AFFORDABLE 367 GREEVES ROAD 10/01/2010 10/01/2015
PAINTING NEW HAMPTON NY 10958
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DOL DOL ""'9368 JORGE I DELEON J TECH PO BOX 64762 09/24/2012 09!24/2017
CONSTRUCT/ ROCHESTER NY 14624
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DOL DOL JORGE OUVINA 344 SOUNDVIEW LANE 11!22/2011 11/22!2016
COLLEGE POINT NY 11356
DOL DOL JOSE DOS SANTOS JR 85-08 60TH AVENUE 11/21/2006 11/21/2013
ELMHURST NY 11373
DOL DOL JOSE MONTAS 27 BUTLER PLACE 03/18/2011 03/15!2017
YONKERS NY 10710
DOL DOL JOSEPH CASUCCI 6820 14TH AVENUE 10!27/2011 10/27!2016
BROOKLYN NY 11219
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DOL DOL JOSEPH MONETTE C/0 JOHN MONETTE 10!21!2009 10/21!2014
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AVENUESYRACUSE NY 13209
DOL DOL JULIUS AND GITA BEHREND 5 EMES LANE 11/20/2002 11!20/3002
MONSEY NY 10952
DOL DOL K NELSON SACKOOR 16 JOY DRIVE 01/05/2010 01/05/2015
NEW HYDE PARK NY 11040
DOL NYC KAMIL OZTURK 3715 KINGS HWY - STE 1D 06/30/2010 06/30/2015
BROOKLYN NY 11234
DOL DOL KAREN HARTMAN C/O GUILLO CONTRACTING 07/08/2013 07/08/2018
P O BOX 229CALVERTON NY
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DOL DOL KEITH SCHEPIS C/O KJS HAULING AND HOME 04/15!2013 04/15/2018
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DOL DOL KEMPTON MCINTOSH 8531 AVENUE B 12/16/2008 12116!2013
BROOKLYN NY 11236
DOL DOL KENDEAVER 731 WARWICK TURNPIKE 06/25!2012 12111/2017
HEWITT NJ 07421
DOL DOL ""'5941 KINGSVIEW ENTERPRISES 7 W FIRST STREET 01/14!2011 01/14!2016
INC P O BOX 2LAKEWOOD NY
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DOL DOL ""`2463 KJS HAULING AND HOME 95 MAPLE AVENUE 04/15/2013 04/15/2018
IMPROVEMENT INC NEW CITY NY 10956
DOL DOL KRZYSZTOF PRXYBYL 2 TINA LANE 01/06/2012 01/0612017
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~DOL DOL ""'6033 KUSNIR CONSTRUCTION 2677 ANAWALK ROAD 08/03/2012 08/03/2017
KATONAH NY 10536
DOL DOL """0526 LAGUARDIA CONSTRUCTION 47.40 48TH STREET 07/01/2011 07/01/2016
CORP WOODSIDE NY 11377
DOL NYC ""`8816 LAKE CONSTRUCTION AND 150 KINGS STREET 08/19/1998 08/19/2998
DEVELOPMENT BROOKLYN NY 11231
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DOL DOL ""'9628 LANCET ARCH INC 112 HUDSON AVENUE 02114!2006 10/19!2014
ROCHESTER NY 14605
DOL DOL LANCET SPECIALTY C/O CATENARY 10/19/2009 10/19!2014
CONTRACTING CORP CONSTRUCTION
112 HUDSON
AVENUEROCHESTER NY
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DOL DOL LARRY DOMINGUEZ 114 PEARL STREET D8/15/2012 06/15/2017
PORT CHESTER NY 10573
DOL DOL LAURA A. GAUTHIER C/O IMPERIAL MASONRY 10103/2012 10103!2017
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141 ARGONNE
DRIVEKENMORE NY 14217
DOL DOL """0597 LEED INDUSTRIES CORP H{-TECH 114 PEART STREET 06/15/2012 08/15/2017
CONTRACTIN PORT CHESTER NY 10573
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DOL DOL ""`7907 LEEMA EXCAVATING INC 140 ARMSTRONG AVENUE 10/21!2009 10/21/2014
SYRACUSE NY 13209
DOL DOL ""'8453 LINPHILL ELECTRICAL 523 SOUTH 10TH AVENUE 01/07/2011 04/15/2018
CONTRACTORS INC MOUNT VERNON NY 10553
DOL DOL LINVAL BROWN 523 SOUTH 10TH AVENUE 01/07/2011 04/15!2018
MOUNT VERNON NY 10553
DOL DOL ""`5171 LUVIN CONSTRUCTION CORP P O BOX 357 03/15/2010 03/15!2015
CARLE PLACE NY 11514
DOL DOL MANUEL ESTEVES 55 OLD TURNPIKE ROAD 02/04!2011 02/04/2016
SUITE 612NANUET NY 10954
DOL NYC MANUEL P TOBIO 150 KINGS STREET 08!19/1996 08/19!2998
BROOKLYN NY 14444
DQL NYC MANUEL TOBIO 150 KINGS STREET 08/19/1998 08/19!2998
BROOKLYN NY 11231
DOL DOL MAR CONTRACTING CORP 620 COMMERCE STREET 09!24/2012 09!24/2017
THORNWOOD NY 10594
DOL DOL MARGARET FORTH P O BOX 74 02128!2012 10/01/2017
EAST GREENBUSH NY 12061
DOL DOL MARIA ESTEVES AKA MARIA C/0 THREE FRIENDS CONSTR 01/03/2013 01!03/2018
MARTINS 986 MADISON
AVENUEPATERSON NJ 07501
DOL DOL MARIA MARTINS AKA MARIA C/O THREE FRIENDS CONSTR 01!03/2013 01/03/2018
ESTEVES 986 MADISON
AVENUEPATERSON NJ 07501
DOL DOL MARIO LUIS 31 DURANT AVENUE 07!0212012 07/02!2017
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DOL DOL MARIO R ECHEVERRIA JR 586 MEACHAM AVE-SUITE 103 08!24!2010 08/24!2015
ELAAOtJT NY 11003
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DOL DOL MARK LINDSLEY 355 COUNTY ROUTE 8
FULTON NY 13069 08/06/2009 08/14/2014
DOL NYC """`4314 MASCON RESTORATION INC COLLEGEIPOINT NEYN 1356 02/09/2012 02/09/2017
DOL NYC ""`4314 MASCON RESTORATION LLC COLLEGEIPO NT NYN11356 02/09/2012 02109!2017
DOL DOL "'""0845 MASONRY CONSTRUCTION
INC MOUNT K SOLO NY 0549 12/04/2009 05/04/2017
DOL DOL ""'3333 MASONRY INDUSTRIES INC MOUNT K SOKO NY0 0549 12/04!2009 05/04!2017
DOL DOL ""`6626 MATSOS CONTRACTING
CORPORATION 12-14 UTOPIA PARKWAY
WHITESTONE NY 11357 02/10/2010 02/10/2015
DOL AG `"""'9970 MAY CONSTRUCTION CO INC 700STAMFORD CT ~ 11/24/2009 11!24/2014
DOL DOL ""'9857 MBL CONTRACTING
CORPORATION 2620 ST RAYMOND AVENUE
BRONX NY 10461 08/30/2011 08/30/2016
DOL DOL MCI CONSTRUCTION INC 9 FARMINGDALE NYA 1738E 08/24/2009 05/24/2014
DOL DOL ""'9028 MCINTOSH INTERIORS LLC BROOKLYN NYE B 36 02/05/2013 02/05/2018
DOL DOL ""'5936 MCSI ADVANCED AV
SOLUTIONS LLC 2065 BRIGHTON HENRIETTA
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ROADROCHESTER NY 14623 11!04/2010 11/04/2015
DOL DOL """4259 MERCANDO CONTRACTING
CO INC ~YONKERS NY 10704E 12111/2009 12/11/2014
DOL DOL ""`0327 MERCANDO INDUSTRIES LLC 1YONKERS NY 10704 12/11/2009 12/1112014
DOL DOL """'9198 MICHAEL CZECHOWICZ OCTAGON CO LONG SLANDVCITY NYND 0 01/08!2013 01108!2018
DOL DOL MICHAEL F LEARY JR
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ROADNEW HARTFORD NY
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DOL DOL MICHAEL F LEARY JR METAL
STUD & DRYWALL 3813 SNOWDEN HILL ROAD
NEW HARTFORD NY 13413 06/19/2013 06/19/2018
DOL DOL ""'6033 MICHAEL KUSNIR CONSTRUCTI 2KATONAH NY 1050360 08/03/2012 08/03/2017
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DOL DOL MICHAEL MARGOLIN NEW YORK NYOUR 6 11/28!2012 11/28/2017
DOL DOL '"""2635 MIDLAND CONSTRUCTION OF
CEDAR LAKE INC 13216 CALUMET AVENUE
CEDAR LAKE IL 46303 11!10!2011 11!10/2016
DOL DOL """5517 MILLENNIUM PAINTING INC SALT POIND N010 78 01/21/2011 01/21/2016
DOL NYC MOHAMMAD SELIM 73-12 35TH AVE -APT F63
JACKSON HEIGHTS NY 11372 03/04/2010 03/04/2015
DOL DA MOHAMMED SALEEM 768 LYDIG AVENUE
BRONX NY 10462 08/18/2009 05/25/2015
DOL NYC ""'2690 MONDOL CONSTRUCTION INC LONGIISLAND CITY NY 11102 05!2512011 05/25/2016
DOL DOL MORTON LEVITIN 35000EANSIDE NY 11572RD 08/30/2011 08/30/2016
DOL DOL ""'2737 MOUNTAIN'S AIR INC 24716ROOKLYNErNUE- 29 7A 09/24/2012 09/24/2017
DOL NYC MUHAMMAD ZULFIQAR COLLEGEIPOINT NY 1356 02/09/2012 02/09/2017
DOL DOL ""'2357 MUNICIPAL MILLING & MIX-IN-
PLACE ANGOLA INY 4006 02103/2011 02/03/2016
DOL DOL MURRAY FORTH P O BOX 74
EAST GREENBUSH NY 12061 02/28/2012 10/01/2017
DOL DA ""'9642 MUTUAL OF AMERICAL
GENERAL CONSTRUCTION & 768 LYDIG AVENUE
BRONX NY 10462 06/18!2009 05125!2015
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DOL DOL MUZAFFAR HUSSAIN C/O ABSOCONTGENERAL 01/28!2013 01/28!2018
1129 AVENUE UBROOKLYN NY
11229
DOL DOL N PICCO AND SONS
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MAMARONECK NY 10543 08/11/2009 08/11/2014
DOL DOL NAT PICCO 154 EAST BOSTON POST
ROAD 08/22/2009 05/2212014
MAMARONECK NY 10543
DOL DA """6988 NEW YORK INSULATION INC 586 59TH STREET
MASPETH NY 11378 05!16/2012 05/16/2017
DOL DOL NICHOLAS DEGREGORY JR NJ 1698 ROUTE 9
DEGREGORY GLENS FALLS NY 12801 05!23/2013 05/23!2018
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DOL DOL NICOLE SPELLMAN 2081 JACKSON AVENUE 06/03/2010 06/03/2015
COPIAGUE NY 11726
DOL DOL NIKOLAS PSAREAS 656 N WELLWOOD AVE/STE C 09/01/2011 09/01!2016
LINDENHURST NY 11757
DOL DOL '""`5279 NJ DEGREGORY & COMPANY 1698 ROUTE 9 05/23/2013 05/2312018
GLENS FALLS NY 12801
DOL DOL NJ DEGREGORY ~ SONS 1696 ROUTE 9 05/23/2013 05123/2018
CONSTRUCTION GLENS FALLS NY 12801
DOL DOL ""`7041 NYCOM SERVICES CORP 80-12 ASTORIA BOULEVARD 11/22/2008 11/22/2013
EAST ELMHURST NY 11370
DOL DOL '""`0797 O GLOBO CONSTRUCTION 85-06 60TH AVENUE 11/21/2008 11/21/2013
CORP ELMHURST NY 11373
DOL DOL ""'9198 OCTAGON CO 37-11 35TH AVENUE-2ND FL 01/08/2013 01/08/2018
LONG ISLAND CITY NY 11101
DOL DOL OKBY ELSAYED 1541 EAST 56TH STREET DS/04I2012 OS/04/2D17
BROOKLYN NY 11234
DOL NYC OLIVER HOLGUIN 95-26 76TH STREET 10/12/2011 10/12/2016
OZONE PARK NY 11416
DOL DOL """5226 PASCARELLA & SONS 459 EVERDALE AVENUE 01/10/2010 01/10/2015
WEST (SLIP NY 11759
DOL DOL PAUL VERNA C/O AMERICAN STEEL 02/20/2013 02/20/2018
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693 PAINTER STREETMEDIA
PA 19063
DOL DOL PEDRO RINCON 131 MELROSE STREET 03/02/2010 03/02/2015
BROOKLYN NY 11206
DOL DOL ""`9569 PERFORM CONCRETE INC 31 DURANT AVENUE 07/02/2012 07/02!2017
BETHEL CT 06801
DOL DOL PETER J LANDI 249 MAIN STREET 10/05/2009 10/05/2014
EASTCHESTER NY107D9
DOL DOL ""'7229 PETER J LANDI INC 249 MAIN STREET 10/OS/2D09 10/0512014
EASTCHESTER NY 10709
DOL DOL ""`1136 PHOENIX ELECTRICIANS 540 BROADWAY 03/09/2010 03/09!2015
COMPANY INC P O BOX 22222ALBANY NY
12201
DOL DOL PRECISION DEVELOPMENT 115 LEWIS STREET DS/12/20D9 05/1212014
CORP YONKERS NY 10703
DOL DOL ""`7914 PRECISION SITE 89 EDlSON AVENUE 10/28/2011 10/28/2016
DEVELOPMENT INC MOUNT VERNON NY 10550
DOL DOL ""'6895 PROLINE CONCRETE OF WNY 3090 SHIRLEY ROAD 04/19/2011 12/30/2016
INC NORTH COLLINS NY 14111.
DOL DOL RAMON BONILLA 938E 232ND STREET #2 05/25/2010 OS/25!2015
BRONX NY 10466
DOL DOL REBECCA THORNE 113 N MAPLE AVENUE 02/21/2013 02/21/2018
GREENSBURG PA 15601
DOL NYC """'6978 RISINGTECH INC 243-03 137TH AVENUE 03/25/2010 03/25/2015
ROSEDALE NY 11422
OOL DOL ROBBYE BISSESAR 89-51 SPRINGFIELD BLVD 01/11/2003 01/11/3003
QUEENS VILLAGE NY 11427
DOL NYC ROBERT FICARELLI 120-30 28TH AVENUE 01!14/2011 01/14!2016
FLUSHING NY 11354
DOL DOL ROBERT L EVANS 128A NORTH STAMFORD 05/23/2013 05/23/2018
ROAD
STAMFORD CT 06903
DOL DOL """1721 ROBERTS CONSTRUCTION OF 5 BANGER AVENUE 01/28/2009 01!28/2014
UPSTATE NEW YORK INC NEW HARTFORD NY 13413
DOL DOL ROCCO ESPOSITO C/0 ROCMAR CONTRACTING 09/24/2012 09/2412017
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620 COMMERCE
STREETTHORNWOOD NY
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DOL DOL ROCMAR CONSTRUCTION 620 COMMERCE STREET 09!24/2012 09/24!2017
CORP THORNWOOD NY 10594
DOL DOL ""'7063 ROCMAR CONTRACTING 620 COMMERCE STREET 09/24!2012 09/24!2017
CORP THORNWOOD NY 10594
DOL DOL """9025 ROJO MECHANICAL LLC 936E 232ND STREET #2 05/25!2010 OS/25/2015
BRONX NY 10466
DOL DOL RONALD R SAVOY C/0 CNY P 0 BOX 250 11/06/2008 11/06/2013
MECHANICAL EAST SYRACUSE NY 13057
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INC
DOL DOL ""`5905 ROSE PAINTING CORP 222 GAINSBORG AVENUE 05/10!2010 05/10!2015
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DOL DOl ROSEANNE CANTISANI 11 TATAMUCK ROAD 05/04!2012 05!04!2017
POUND RIDGE NY 10576
DOL NYC ROSS J HOLLAND 120.30 28TH AVENUE 01/14/2011 01/14/2076
FLUSHING NY 11354
Page 8 of 10
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DOL DOL S & M CONTRACTING LLC 30 MIDLAND AVENUE 11/05/2010 11105/2015
WALLINGTON NJ 07057
DOL DOL S & S ELECTRIC 235 BROADWAY 06/19/2013 06/19/2018
SCHENECTADY NY 12306
DOL DOL ""'2585 S $ WATERPROOFING INC SUITE #3R 11/04/2009 11/04!2014
2167 CONEY ISLAND
AVENUEBROOKLYN NY 11223
DOL DOL `""`9066 SAMAR PAINTING & 137 E MAIN STREET 12101/2008 12/07/2013
DECORATING INC ELMSFORD NY 10523
DOL DOL ""'4923 SCHENLEY CONSTRUCTION 731 WARWICK TURNPIKE 06/25/2012 12/11/2017
INC HEWITT NJ 07421
DOL DOL SCOTT LEONARD GLOBAL TANK P O BOX 1238 11/26/2012 11/28/2017
CONSTRUCTI SALINA OK 74365
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DOL DOL SEAKCO CONSTRUCTION 128A NORTH STAMFORD 05/23!2013 05/23/2018
COMPANY LLC ROAD
STAMFORD CT 06903
DOL DOL ""'9030 SEAKCO NEW YORK LLC SEAKCO 128A NORTH STAMFORD 05/23/2013 05/23/2018
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ON COMPANY STAMFORD CT 06903
DOL NYC ""`4020 SERVI-TEK ELEVATOR CORP 2546 EAST TREMONT AVENUE 06/04/2009 06/04/2014
BRONX NY 10461
DOL DOL ""'3540 SEVEN STAR ELECTRICAL 23-24 STEINWAY STREET 06127!2011 06/27/2016
CONTRACTING CORP ASTORIA NY 11105
DOL DOL SEVEN STAR ELECTRICAL INC C/O THEONI ATHANASIADIS 06!27/2011 06/27/2016
1023 COMMACK ROADDIX
HILLS NY 11746
DOL NYC SHAFIQUL !SLAM 11-27 30TH DRIVE 05/25/2011 05/25/2016
LONG ISLAND CITY NY 11102
DOL NYC SHAH2AD ALAM 21107 28TH AVE 07/02/2012 07/02/2017
BAYSIDE Nl' 11360
DOL DOL SHAIKF YOUSUF C/O INDUS GENERAL CONST 04/28/2010 04/28/2015
33-04 91ST STREETJACKSON
HEIGHTS NY 11372
DOL DOL ""'0256 SIERRA ERECTORS INC 79 MADISON AVE - FL 17 04/16/2009 04/16/2014
NEW YORK NY 10016
DOL DOL ""`0415 SIGNAL CONSTRUCTION LLC 199 GRIDER STREET 11/14/2006 02125/2015
BUFFALO NY 14215
DOL DOL ""`8469 SIGNATURE PAVING AND P O BOX 772 08/13/2010 08/13/2015
SEALCOATING JAMESTOWN NY 14701
DOL DOL """'8469 SIGNATURE SEALCOATING 345 LIVINGSTON AVENUE 04/04/2007 08/13/2015
AND STRIPING SERVICE P O BOX 772JAMESTOWN NY
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DOL DOL ""'0667 SNEEM CONSTRUCTION INC 43-2242ND STREET 07/01/2011 07/01/2016
SUNNYSIDE NY 11104
DOL DOL SPASOJE DOBRIC 61 WILLET STREET- SUITE 07/09/2010 02/2312017
PASSAIC NJ 07055
DOL DOL SPORTSCRAFTERS INC 113 N MAPLE AVENUE 02121/2013 02/21/2016
GREENSBURG PA 15601
DOL DOL """3539 SPOTLESS CONTRACTING IMPACT 44 THIELLS-MT IVY ROAD 10/14/2011 10/1412016
INDUSTRIAL POMONA NY 10970
SERVICES INC
DOL DOL ""'3496 STAR INTERNATIONAL INC 89-51 SPRINGFIELD BLVD 08/11/2003 08/11/3003
QUEENS VILLAGE NY 11427
DOL DOL STEFANIE MCKENNA 3D MIDLAND AVENUE 11/05/2010 11/05/2015
WALLINGTON NJ 07057
DOL DOL STEVEN CONKLIN 60 COLONIAL ROAD 02/15/2011 02/15/2016
STILLWATER NY 12170
DOL DOL ""'4081 STS CONSTRUCTION OF WNY 893 EAGLE STREET 06/09!2009 06/09/2014
BUFFALO NY 14210
DOL. DOL STUART CHAITIN 634 ROUTE 303 07!26/2012 07/26/2017
BLAUVET NY 10913
DOL DOL ""'3210 SUPER SWEEP FMS 4 LEGHORN COURT 11/2812012 11/28/2017
NEW YORK NY 11746
DOL DOL ""'9676 T D CONTRACTORS CORP T D 113 N MAPLE AVENUE 02/21/2013 02/21/2018
CONTRACTOR GREENSBURG PA 15601
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DOL DOL T D CONTRACTORS INC 113 N MAPLE AVENUE 02!21/2013 02/21/2018
GREENSBURG PA 15601
DOL DOL ""`4293 THE J OUVINA GROUP LLC 344 SOUNDVIEW LANE 11/22/2011 11/22/2016
COLLEGE POINT NY 11356
DOL DOL THE THORNE GROUP INC 113 N MAPLE AVENUE 02/21/2013 02/21/2018
GREENSBURG PA 15601
DOL DOL """2070 THE UNIVERSAL GROUP OF 212 OXFORD WAY 12111!2012 02120/2018
NEW YORK INC SCHENECTADY NY 12309
DOL DOL THEONI ATHANASIADIS C/O SEVEN STAR ELECTRICAL 06!2712011 06/27/2016
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DOL DOL THOMAS DEMARTINO 158-11 96TH STREET 06/25/2009 06/25/2014
HOWARD BEACH NY 11414
DOL DOL THOMAS TERRANOVA 13 NEW ROAD/SUITE 1 11/15/2010 11/15/2015
NEWBURGH NY 12550
DOL DOL ""'2734 THREE FRIENDS 986 MADISON AVENUE 01!03/2013 01/03/2018
CONSTRUCTION CORP PATERSON NJ 07501
DOL NYC ""'6253 THUNDER BROTHERS CORP 24 CONGRESS LANE 05/01/2013 05/01!2018
SOUTH RIVER NJ 08882
DOL NYC TIMOTHY O'SULLIVAN C/0 SNEEM CONSTRUCTION 07/01/2011 07/01/2016
4322 42ND
STREETSUNNYSIDE NY 11104
DOL DOL TIMOTHY P SUCH 893 EAGLE STREET 06/09!2009 06/0912014
BUFFALO NY 14210
DOL DOL TNT DEMOLITION AND 355 COUNTY ROUTE 8 08/06/2009 08/19/2014
ENVIRONMENTAL INC FULTON NY 13069
DOL DOL ""'3315 TOTAL DOOR SUPPLY & 16 JOY DRIVE 01/05/2010 01/05/2015
INSTALLATION INC NEW HYDE PPARK NY 11040
DOL DOL """3315 TOTAL DOOR SUPPLY 8 16 JOY DRIVE Di/OS/2010 01/05/2015
INSTALLATION INC NEW HYDE PPARK NY 11040
DOL DOL """8176 TOURO CONTRACTING CORP 1541 EAST 56TH STREET 05/04/2012 05/04/2017
BROOKLYN NY 11234
DOL DOL ""'2357 TRAC CONSTRUCTION INC MUNICIPAL 9091 ERIE ROAD 02J03/2011 02/03/2016
MILLING & MIX ANGOLA NY 14006
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DOL DOL TRI STATE TRUCKING INC 140 ARMSTRONG AVENUE 10/21/2009 10!21/2014
SYRACUSE NY 13209
DOL DOL """5213 TRIAD PAINTING CO INC 656 N WELLWOOD AVE/STE C 09/01/2011 09/01/2016
LINDENHURST NY 11757
DOL DOL """4294 TWT CONSTRUCTION 13 NEW ROAD/SUITE 1 11!1512010 11/15!2015
COMPANY INC NEWBURGH NY 12550
DOL DOL ULIANO AND SONS INC 22 GRIFFEN COURT 10!26/2010 10/26!2015
MILLER PLACE NY 11746
DOL DOL ""'0854 VANESSA CONSTRUCTION 588 MEACHAM AVE/STE 103 08/24/2010 08/24!2015
INC ELMONT NY 11003
DOL DOL ""'3270 VEZANDIO CONTRACTING 530 BEECH STREET 07/02/2012 07/02!2017
CORP NEW HYDE PARK NY 11040
DOL DOL VIRGINIA L CAPONE 137 E MAIN STREET 12/01!2008 12/01/2013
ECMSFORD NY 10523
DOL NYC ""`9936 VISHAL CONSTRUCTION INC 73-12 35TH AVE -APT F63 03/04/2010 03/04/2015
JACKSON HEIGHTS NY 11272
DOL DOL WESLEY J STAROBA 206 TALLY HO COURT 06/1912013 06/19/2018
SCHENECTADY NY 12303
DOL DOL """'0078 WESLEY J STAROBA INC S 8 S 235 BROADWAY 06/19/2013 06/19/2018
ELECTRIC SCHENECTADY NY 12306
DOL DOL ""`7617 WHITE PLAINS CARPENTRY P O BOX 309 12!04/2009 05/04(2017
CORP WHITE PLAINS NY 10603
DOL DOL WILLIAM SCRIVENS 30 MIDLAND AVENUE 11/0512010 11/05!2015
WALLINGTON NJ 07057
DOL DOL WILLIAM THORNE 113 N MAPLE AVENUE 02121/2013 02/21!2018
GREENSBURG PA 15601
DOL DOL WILLIAM W FARMER JR 112 HUDSON AVENUE 10/19/2009 10/19!2014
ROCHESTER NY 14605
DOL NYC ""`5498 XAVIER CONTRACTING LLC 68 GAYLORD ROAD 02/10!2011 02110/2016
SCARSDALE NY 10583
DOL AG YULY ARONSON 700 SUMMER STREET 11/24/2009 11/24/2014
STAMFORD CT
DOL DOL YURIY IVANIN C/O MOUNTAIN'S AIR INC 09!2412012 09/24/2017
2471 OCEAN AVENUE-STE
7ABROOKLYN NY 11229
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SECTION 00830 -WORKERS' COMPENSATION & DISABILITY BENEFIT FORMS
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'~'"' WORKERS' COMPENSATION 8~ DISABILITY BENEFITS FORMS 00830-1
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The undersigned Employer desires to obtain a Certificate of Workers' Compensation Insurance from the
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as satisfactory proof required under the provisions of Section 57 of the Workers' Compensation Law, to be filed with
Name:
(Nameo(Bureau,Department; Corporation, F7rmorlndlvidualj
Address:
Locations of operations:
Date operations to
Telephone No
Signature
(Name of Fmploye~ (Date)
NOTE: This application must be signed by the Employerrf an individual, or if a copartnership by a member of the
copartnership, or by an officer if a corporation.
CERTIFICATE OF WORKERS' COMPENSATION INSURANCE
This is to certify that
is insured with the
under Policy No. covering the entire obligation of this emp{oyer for workers' compensation
under the New York Wortcers' Compensation Law with respect to the bcations named in the foregoing application. The polcy
term covers the period from to
!f said policy is changed or cancelled during its term in such manner as to affect this Certificate, thirty (30) days written notice
of such change or cancellation [ten (t0) days wrttfen notice in the event of cancellation for non-paymentof premiums] will be
given to
(Name of Bureau, t}eparfinen4 Corporation. Firm orlndrHduaQ (Address )
Ids
ey
(Signature) (Date)
Title
Carrier
~ Telephone Na
irraccordance with whose requirements, this Certificate has been issued. Notice by registered or certified mail, return receipt
requested, so addressed shall be sufficient compliance with this provision.
TffE WORKERS COMPENSATION BOARD EMPLOYS AND SERVES PEOPLE WfTFi DISABILtTiES WITHOUT DISCRIMINATION
C-105.2 (10-94}
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IN~rTRt1CTIONS TO EMPLOYER: Complete PART 1 ONLY and h~~~e your Dtsabfllty Benefits Insurance Carrier complete PART tE.
PART 1. TO SE COMPLETED BY EMPLOYER '
EMPLOYER'S NAME AND ADDRESS (Home or Main Ofticey LOCATION OF OPERATIONS
FLAME UNDER WHICH BUSINESS tS COyDUCTED ,1F DIFFERENT FROM ABOVE OPERATN~MS TO SEG1N ON OR ABOUr:
DISABILITY BENEFITS CARRIER (If More Than One, Llst Alq NYS UNEMPtAYMENr fNSURM(CE EMPLOYER'S REGISiRATiON NUMBER
Application is hereby made to the' CARRIER for a Certificate of Compliance with the Disability Benefits Law.
.--
Date Signed By
(Signattce of Owner, Partrie , orAutlrodzed ~cer)
Telephone No. Trtte
PART I t. TO BE COMPLETED BY DISABILITY BENEFITS CARRIER
CERTIFICATE QF COIUIPLIANCE WITH DISABILITY BENEFITS LAW
Thts is to certify That the above-named employer is insured with
and that the policy covers: (Flarne cI ~~)
`a. ^ ALL of the EhfiPLOYER'S employees eligible under the New York Disabiliiy Benefits Law.
`b. ^ ONLY the totlowing class or classes of the EMPLOYER'S employees:
Date Signed By
Signature oI Carriers Authored Representative (Currently on File With D.B.Bwsau)
Telephone No. Title
*tMPORTANT: N BOX "a" is CHECKED, this certificate is COMPLETE -Mail it directly to the employer.
If BOX "b" is CHECKED, this certificate is NOT COMPLETE for purposes of Section 220, subd. 6 of
the Disability Benefits Law. It must be mailed far completion to the Workers' Compensation Board,
Disability Benefits Bureau, 180 Livingston Streef, Brooklyn, New York 11248-0405.
PART ill. TO SE COMPLETED 8Y WORKERS' COMPENSATION BOARD (Only If Box "b"af Part II has been checked)
State of New York
WORKERS' COMPENSATION BOARD
There is on file with the Workers' Compensation Soard, Certificates of Insurance indicating that the above-named employer
has complied with the Disability Benefits Law with respect to all of his/ her employees.
DtSAl3l;L.lTY BENEFITS BUREAU
Date Hy
Telephone tJo. Title
THE WORKERS' COMPENSATION BOARD EMPLOYS AND SERVES PEOPLE WITH DISABILITIES WITHOUT DISCRIMINATION
DB-i 20.1 ~~ a-s~~
STATE OF NEW YORK
WORKERS' COMPENSAT{ON BOARD
180 LIVINGSTON STREET
BROOKLYAI, N. Y. 11248
~;t7MPLIANCE 1NITH .DISABILITY BENEFITS .LAW
(Picauaat to Seetlon 220, sub4 8 of the Disab)Iity Beaeftts Law)
EMPLOYER'S U: 1. REM
l..oCAT10N O F OPERAT
RESS (HOME OR MAtN OFFICE)
OPERATIONS TO BE41N ON OR ABO(JTi
'1'itere are on file with the Workers' Compensation Board, documents indicating that the above-named employer
. has complied with the Disability Benefits Law with respect to all of his or her e~nrployees, in the following
manner:
By approved self-insurance pursuant to Sec. 211, subd. 3 of the Disabtity Benefits Law_
Q By a combination of approved self-insurance pursuant to Sec. Z11, subd. 3 of the Disability
Beaeftts Law end insurance with authorized insurance carrier(s).
.. Date
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D&155 (2-9(31
By
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100 Broadway state oHiee BuUding state Ottice Benalrtp
Menarlds 113 State Street 180 tJvinpston Sheet 125 Main Street tT5 Fulton Avenue 130 Malo Street w. F~si Washk~Qton Street
ALBANY 12241 BINGtiAMTON 13901 BROOKLYN 11248 BUFFALO 14203 HEMPSTEAD 11550 ROCHESTER 14614 SYRACUSE 132tY1
.. STATE OF NEW YORK '
WORKERS' COMPENSATION BOARD THIS AGENCY EMPtors AND sERVEs
• PEOPLE WITH DISABtLIT1ES tA7THOUT
DISCRIMINATION:
STATEMENTTNATAPPLICANT DOES NOT REQUfRE -
WORKERS' COMPENSATION OR DISABILITY BENEFT3 ~:C~YERAGE
• OFFICE AT:
BARBARA C. DEINHARDT
CHNFiMYOMAN '
APPLKCANTS NAME APPLICANTS HOME ADDRESS
BUSINESS OR TRADE htAME, IF DIFFERENT FAOM ABOVE BUSINESS ADDRESS
NEW YORK STATE UNEMPt.AYMENT INSURANCE EMPLOYER'S REQISTRATION NUMBER
_ The above named applicant for permit, subject to restrlCtion under Section 57 of the VNorfcers' Compensation Law, and
Section 220, subd_ 8 of the Disability Benefits Law, makes the folbwing statement forthe purpose~f~establ"tshing that
he/she does not require coverage under these taws.
1. Location of work •
2. F~cad work to be performed
3. Number of workers ~ •
4. Date work is to be (a) commenced (b) completed
^ 1 have workers' compensation insurance (certificate attached).
- ^ I do not need workers' compensation insurance because status is Individual owner or partner with no employees and
not a corporation.
^ I do not need workers' compensation because:
^ I have disability benefits insurance (certificate attached). -
^ 1 do not need disability benefits insurance because status is Individual owner or partner with no emplayees and not a
corporation. •
^ I do not need disability benefits insurance because:
.Date Signed By
(Signature o1 apprksnQ
Telephone No-. Tdle '
To State or Municipal Department, Board, Commission or Office Requiring Certificate of Workers' Compensation Insurance
Under Section 57 of the Workers' Compensation Law and Under Section 220, subd. 8 of the Disability Benefits Law.
Based on the foregoing statements made by the above applicant:
^ The Board has no objections, at this time, to the issuance of the permit requested.
^ The applicant will be required to have a disability benefits insurance policy effective not later than four (4) weeks after
the employment of one or more employees on each of of least 30 days in any calendar year. •
Et is understood, however, that the Beard reserves the right to request revocation of the permit if, after investigation, it is
found that the applicant is required to have workers' compensation and/or disability benefits coverage for the work referred
to in the abave application.
WORKERS' COMPENSATION BOARI?
Date ey - -
Telephone t`lo. Title
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.. STATE OF hlEW YORK
• WORKERS' COMPENSATION BOARD
tB0 LIVINQSTON STREET ~ THlS AGENCY EMPLOYS AND SERYES
BROOKLYN, NYtt24a PEOPtE WITH DlSABIUTIES WITHOUT
DISCRIMiNAT10N.
Office of~.the Secretary'-
~ BARBARAPATTOM ~ ~ ''.' .. .
Cwuitwof.uw _ .
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~ I, , Secretary to the Workers'
Compensation Board of the State of 23ew York
DO HEREBY CERTIFY, that ..
lr ., .. .
has secured compensation to its employees as aself-insurer in the following manner:
Pursuant to Section 50, subdivision 3 of the Workers' Compensation
Law.
Pursuant to Section 50, subdivisions 3 and 4 of the Workers''Compen-
sation Law. (County, city, village, town, school district, fire
district or other political subdivision)
• ~ 'Pursuant to Article 5 of the Workers' Compensation Law. (County
Self-Insurance Plan)
~` .
~" The status of self-insurer was effective as of ...
and such status still remains in full force.
r IN WITNESS WHEREOF, I have
hereunto set my hand and affixed the seal
of the Workers' Compensation Board this
day o f 19
STATUS CONFIRMED
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• Secretary to the Board
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PROPOSAL FOR
TOWN OF WAPPINGER
UNITED WAPPINGER WATER DISTRICT
1A~ATER MAIN EXTENSION TO CHELSEA HAMLET
CONTRACT NO. 13-006
DIVISION 600
TECHNICAL SPECIFICATIONS
PREPARED BY:
MORRIS ASSOCIATES
ENGINEERING CONSULTANTS, PLLC
9 ELKS LANE
POUGHKEEPSIE, NEW YORK 12601
SEPTEMBER 2013
REVISED FEBRUARY 2014
MA#: W212'~5.11
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TOWN OF WAPPINGER UNITED WAPPINGER WATER DISTRICT
WATER MAIN EXTENSION TO CHELSEA HAMLET
TECHNICAL SPECIFICATIONS
TABLE OF CONTENTS
SECTION 01020 ALLOWANCES
SECTION 01050 FIELD ENGINEERING
SECTION 01250 CONTRACT MODIFICATION PROCEDURES
SECTION 01290 PAYMENT PROCEDURES
~„ SECTTONT 01310 PROJECT MANAGEMENT AND COORDINATION ,
SECTION Oli22 PHOTOGRAPHIC DOCUMENTATION
SECTION 01410 TESTING SERVICES
SECTION 01500 CONSTRUCTION FACILITIES AND TEMPORARY UTILITIES
~' SECTION 01560 TEMPORARY CONTROLS
SECTION 01700 CONTRACT CLOSEOUT
~' SECTION 02010 SUBSURFACE INVESTIGATION
SECTION 02110 SITE CLEARING
~' SECTION 02150 UNDERGROUND UTILITY INSTALLATION WITHIN THE COUNTY
HIGHWAY RIGHT OF WAY
SECTION 02205 SOIL MATERIALS
SECTION 02207 AGGREGATE MATERIALS
SECTION 02225 TRENCHING
SECTION 02229 ROCK REMOVAL
SECTION 02270 EROSION CONTROL
SECTION 02446 HORIZONTAL DIRECTIONAL DRILLING
r SECTION 02600 RESTORATION AND REPLACEMENT OF PAVING AND IMPROVEMENTS
SECTION 02667 PROJECT WATER MAINS
SECTION 02675 PRESSURE TESTING AND DISINFECTION OF WATER DISTRIBUTION SYSTEM
SECTION 02.741 HOT-MIX ASPHALT PAVING
SECTION 02923 LANDSCAPE GRADING
SECTION 02936 SEEDING
SECTION 02950 TREES, PLANTS, AND GROUND COVER
SECTION 03300 CAST-IN-PLACE CONCRETE
err
SECTION 03400 PRECAST CONCRETE PRESSURE REDUCING VAULT
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SECTION 01020
ALLOWANCES
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Material Unit Cost Allowances
B. Procedural Requirements
1.2 RELATED DOCUMENTS
A. Section 02205 -Soil Materials
B. Section 02207 -Aggregate Materials
C. Section 03300 -Cast in Place Concrete
1.3 SUBMITTALS
A. Submit samples of each type of material proposed.
B. `Submit Gradation Analysis for each type of material proposed.
C. Submit standard Proctor test results, as required.
PART 2 PRODUCTS
2.1 GENERAL
A. Provide materials in accordance with Sections 02205, 02207, and 03300.
PART 3 EXECUTION
3.1 INSPECTION
A. Inspect each load of material delivered for compliance with approved
samples and gradations.
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01020-1
SECTION 01020
ALLOWANCES
3.2 PROCEDURAL REQUIREMENTS
A. It is intended that these allowances should only be utilized in the event
that unsuitable material is encountered, or extraneous circumstances require
additional material to be used, excluding over-excavation by the Contractor.
B. If unsuitable material is encountered, the Contractor shall notify the Engineer
and allow sufficient time for the Engineer's inspection.
C. Materials will be furnished and the costs charged to the allowance only upon
written direction from the Engineer. Payment for material placed without the
Engineer's written direction will not be made.
D. The price bid per the allowance shall include the material and trucking costs
;~, to furnish the material ~o the area of its intended use and removal of
unsuitable material. Costs associated with placement and compaction of the
material furnished per allowances must be included in the trenching unit
,,, price.
E. Payment will be for the actual quantity of material furnished. The quantity
will be measured in place, within the contract payment limits. Material placed
outside of payment limits will be at the Contractor's sole expense.
W F. A change order will be issued to reflect the actual quantity, if more or less
than estimated, at the unit price bid, to adjust the final contract amount.
END OF SECTION 01020
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01020-2
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SECTION 01050
~.
FIELD ENGINEERING
_.
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PART1 GENERAL
"~' 1.'I SECTION INCLUDES
A. Survey and field engineering.
B. Submittals.
C. Project record documents.
1.2 RELATED SECTIONS
A. Section 01700 -Contract Closeout.
1.3 QUALITY ASSURANCE
A. Employ a Newyork State Licensed Land Surveyor to perform survey work of
this section.
B. Submit evidence of Surveyor's Errors and Omissions insurance coverage in the
form of an Insurance Certificate.
C. Employ a New York State Licensed Professional Engineer or New York State
Licensed Land Surveyor to perform preparation of final record drawings.
1.4 SUBMITTALS FOR REVIEW
A. Submit name, address, and telephone number of Surveyor before starting
survey. work.
B. Submit a copy of site drawing and seal by the Land Surveyor and/or Engineer
that the elevations and locations of the Work are in conformance with Contract
Documents.
01050-1
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~;
4
SECTION 01050
~" FIELD ENGINEERING
t
~.
1.5 PROJECT RECORD DOCUMENTS
i•• A. Maintain a complete and accurate fog of control and survey work as it
progresses.
+w B. Submit Record Documents under provisions of Section 01700
1.6 EXAMINATION _
A. Verify locations of survey control points prior to starting work.
""` B. Promptly notify Engineer of any discrepancies discovered.
1.7 SURVEY REFERENCE POINTS
..
A. Contractor shall locate and protect survey control and reference points.
1.8 SURVEY REQUIREMENTS
A. Establish a minimum of two permanent bench marks on site, referenced to
` established control points. Record locations, with horizontal and vertical data,
on project record documents.
F -
~" B. Establish elevations, stationing, fines and levels. Locate and lay out by
instrumentation all proposed facilities.
C. Stake easement and Right of Way lines sufficiently to ensure that all work is
installed within permanent easement areas or right-of-ways. The Contractor
~„ shall provide reference stakes at a spacing of no greater than 25 feet. Such
stakes shall be labeled with stationing and reference elevation priorto clearing
or installation of water main and shall be maintained until work acceptance.
~,,, The Engineer will order pipe installation to stop if sufficient staking is not in
place
D. Periodically verify layouts by same means.
01050-2
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~'
SECTION 01050
FIELD ENGINEERING
END OF SECTION 01050
01050-3
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e.
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SECTION 01250
CONTRACT MODIFICATION PROCEDURES
PART 1 -GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and
Supplementary Conditions and Division 1 Specification Sections, apply to this
Section.
~-
1.2 SUMMARY
A. This Section specifies administrative and procedural requirements for handling
and processing Contract modifications.
1.3 CHANGES IN THE WORK
ir. A. The Engineer will issue Work Change Directives with sufficient detail of the
change in the work. The Work Change Directive will specify if the change is
considered to be a change in cost and or time. Should the change involve a
~:
I~r change in cost, the engineer will specify how the increase, or decrease in the
cost will be determined. A Work Change Directive will be issued only with
consent of the owner and may be issued based on the Contractor's response
to an Owner Initiated Pricing Request. When issued, the Work Change
Directive will be considered direction to proceed with the change. If the
Contractor does not agree with Engineer regarding the determination of
change in cost or time, or in the specified method for determining the change in
cost, the Contractor shall submit a Contractor Initiated Proposal as described in
1.4 B of this specification, prior to any change.
r
B. Documentation: Maintain detailed records for work performed on a time and
material basis of work required by the Work Change Directive. Time and
materials must be agreed upon in the field at the end of the day the work is
performed.
1. After completion of change, submit an itemized account and supporting
data necessary to substantiate cost and time adjustments to the Contract.
~.
j,
,,, CONTRACT MODIFICATION PROCEDURES 01250 - 1
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i C. Follovt~ing the Owner's approval of the itemized account and su
~r pporting data,
and providing that the cost of the work is not to be assigned to the
Miscellaneous Extra Work Allowance, a change order will be issued.
1.4 PROPOSAL REQUESTS
A. Owner=trritiated Pricing Requests: Engineer will issue a detailed description of
proposed changes in the Work that may require adjustment to the Contract
Sum or the Contract Time. ff necessary, the description will include
supplemental or revised Drawings and Specifications.
r
1. Pricing Requests issued by Engineer are for information only. Do not
consider them instructions either to stop work in progress or to execute
the proposed change.
2. Within seven days, or time as agreed to, after receipt of Proposal
Request, submit a quotation estimating cost adjustments to the Contract
Sum and the Contract Time necessary to execute the change.
a. Include a list of quantities of products required or eliminated and unit
costs, with total amount of purchases and credits to be made. If
requested, furnish survey data to substantiate quantities.
b. Indicate applicable taxes, delivery charges, equipment rental, and
amounts of trade discounts.
c. Include costs of labor and supervision directly attributable to the
change.
d. Include an updated Contractor's Construction Schedule that
indicates the effect of the change, including, but not limited to,
changes in activity duration, start and' finish times, and activity
relationship. Use available total float before requesting an extension
of the Contract Time.
B. Contractor-Initiated Proposals: If latent or unforeseen conditions require
modifications to the Contract, Contractor may propose changes by submitting a
request for a change to Engineer.
1. Include a statement outlining reasons for the change and the effect of the
change on the Work. Provide a complete description of the proposed
"" change. Indicate the effect of the proposed change on the Contract Sum
and the Contract Time.
2. Include a list of quantities of products required or eliminated and unit
costs, with total amount of purchases and credits to be made. If
requested, furnish survey data to substantiate quantities.
3. Indicate applicable taxes, delivery charges, equipment rental, and
~' amounts of trade discounts.
4. Include costs of labor and supervision directly attributable to the change.
CONTRACT MODIFICATION PROCEDURES 01250 - 2
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5. Include an updated Contractors Construction Schedule that indicates the
~, effect of the change, including, but not limited to, changes in activity
duration, start and finish times, and activity relationship. Use available
total float before requesting an extension of the Contract Time.
6. Comply with requirements in Division 1 Section "Product Requirements" if
the proposed change requires substitution of one product or system for
product or system specified.
C. Proposal Request Form: Use a form acceptable to the Engineer for Proposal
Requests or "Work Change Request" forms provided by the Engineer.
1.5 ALLOWANCES
A. Allowance Adjustment: To adjust allowance amounts, base each Change
Order proposal on the difference between purchase amount and the allowance,
multiplied by final measurement of work-in-place. If applicable, include
reasonable allowances for cutting losses, tolerances, mixing wastes, normal
product imperfections, and similar margins.
B. Submit claims for increased costs because of a change in scope or nature of
the allowance described in the Contract Documents, whether for the Purchase
Order amount or Contractor's handling, labor, installation, overhead, and profit.
Submit claims within 21 days of receipt of the Change Order or Construction
Change Directive authorizing work to proceed. Owner will reject claims
submitted later than 21 days after such authorization.
1.6 CHANGE ORDER PROCEDURES
''r" A. On Owner's approval of a Proposal Request, or documentation of the cost of
work associated with a Work Change Directive the Engineer will issue a
Change Order for signatures of Owner and Contractor on a change order form.
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PART 2 -PRODUCTS (Not Applicable)
PART 3 - EXECUTfON(Not Applicable)
END OF SECTION 01250
CONTRACT MODIFICATION PROCEDURES 01250 - 3
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SECTION 01290
PAYMENT PROCEDURES
PART 1 -GENERAL
~ 1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and
Supplementary Conditions and Division 1 Specification Sections, apply to this
Section.
r
1.2 SUMMARY
A. This Section specifies administrative and procedural requirements necessary to
prepare and process Applications for Payment.
1.3 DEFINITIONS
A. Schedule of Values: A statement furnished by Contractor allocating portions of
the Contract Sum to various portions of the Work and used as the basis for
reviewing Contractor's Applications for Payment.
1.4 SCHEDULE OF VALUES
A. Coordination: Coordinate preparation of the Schedule of Values with
preparation of Contractor's Construction Schedule.
1. Correlate line items in the Schedule of Values with other required
administrative forms and schedules, including the following:
a. Application for Payment forms with Continuation Sheets.
b. Contractor's Construction Schedule.
2. Submit the Schedule of Values to Engineer at earliest possible date but no
later than seven (7) days before the date scheduled for submittal of initial
Applications for Payment.
B. Format and Content: Use the Contract Documents table of contents as a guide
to establish fine items for the Schedule of Values. Provide at least one line item
~• for each Specification Section.
" PAYMENT PROCEDURES 01290 - 1
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1. Identification: Include the following Project identification on the Schedule
of Values:
a. Project name and location.
b. Name of Engineer.
c. Contractor's name and address.
d. Date of submittal.
2. Arrange the Schedule of Values in tabular form with separate columns to
indicate the following for each item fisted:
a. Related Specification Section or Division.
b. Description of the Work.
~ ~ c. Name of subcontractor.
d. Name of manufacturer or fabricator.
~ e. Name of supplier.
f, Change Orders (numbers) that affect value.
g. Dollar value.
1) Percentage of the Contract Sum to nearest one-hundredth
percent, adjusted to total 100 percent.
3. Provide a breakdown of the Contract Sum in enough detail to facilitate
continued evaluation of Applications for Payment. Provide several line
items for principal subcontract amounts, where appropriate.
4. Round amounts to nearest whole dollar; total shall equal the Contract
Sum.
5. Allowances: Provide a separate line item in the Schedule of Values for
. each allowance. Show fine-item value of unit-cost allowances, as a
product of the unit cost, multiplied by measured quantity. Use information
indicated in the Contract Documents to determine quantities.
6. Each item in the Schedule of Values and Applications for Payment shall
be complete. Include total cost and proportionate share of general
overhead and profit for each item.
a. Temporary facilities and other major cost items that are not direct
cost of actual work-in-place may be shown either as separate line
items in the Schedule of Values or distributed as general overhead
expense, at Contractor's option.
7. Schedule Updating: If required by the Engineer, update and resubmit the
Schedule of Values before the next Applications for Payment when
Change Orders or Construction Change Directives result in a change in
the Contract Sum.
rr.
PAYMENT PROCEDURES 01290 - 2
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,. 1.5 APPLICATIONS FOR PAYMENT
A. Each Application for Payment shall be consistent with previous applications and
payments as certified by Engineer and paid for by Owner.
1. Initial Application for Payment, Application for Payment at time of
~,,, Substantial Completion, and final .Application for Payment involve
additional requirements.
B. Payment Application Times: Progress payments shall be submitted to Engineer
by the first of the month. The period covered by each Application for Payment
is one month, ending on the last day of the month.
C. Payment Application Forms: Use AIA Document G702 and
AlA Document G703 Continuation Sheets as form for Applications for Payment.
D. Application Preparation: Complete every entry on form. Notarize and execute
by a person authorized to sign legal documents on behalf of Contractor.
Engineer will return incomplete applications without action.
1. Entries shall match data on the. Schedule of Values and Contractor's
Construction Schedule. Use updated schedules if revisions were made.
2. Include amounts of Change Orders and Construction Change Directives
issued before last day of construction period covered by application.
E. Transmittal: Submit 3 signed and notarized original copies of each Application
for Payment to Engineer. One copy shall include waivers of lien and similar
attachments if required.
1. Transmit each copy with a transmittal form (fisting attachments and
recording appropriate information about application.
F. Waivers of Mechanic's Lien: With each Application for .Payment, submit
waivers of mechanic's liens from subcontractors, sub-subcontractors, and
suppliers for construction period covered by the previous application.
1. Submit partial waivers on each item for amount requested in previous
application, after deduction for retainage, on each item.
2. When an application shows completion of an item, submit final or full
waivers.
`" 3. Owner reserves the right to designate which entities involved in the Work
must submit waivers.
4. Submit final Application for Payment with or preceded by final waivers
from every entity involved with performance of the Work covered by the
application.who is lawfully entitled to a lien.
5. Waiver Forms: Submit waivers of lien on forms, executed in a manner
acceptable to Owner.
PAYMENT PROCEDURES 01290 - 3
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G. Initial Application for Payment: Administrative actions and submittals that must
"" precede or coincide with submittal of first Application for Payment include the
- following: .
~'"~ 1. List of subcontractors.
2. Schedule of Values.
3. .Contractor's Construction Schedule.
`""` 4. Copies of building permits.
5. Copies of authorizations and licenses from authorities having jurisdiction
for performance of the Work.
6. Certificates of insurance and insurance policies.
H. Application for Payment at Substantial Completion: After issuing the Certificate
""' of Substantial Completion, submit an Application for Payment showing 100
percent completion for portion of the Work claimed as substantially complete.
1. Include documentation supporting claim that the Work is substantially
complete and a statement showing an accounting of changes to the
Contract Sum.
2. This application shall reflect Certificates of Partial Substantial Completion
issued previously for Owner occupancy/use of designated portions of the
Work.
- I. Final Payment Application: Submit final Application for Payment with releases
and supporting documentation not previously submitted and accepted,
including, but not limited, to the following:
1. Evidence of completion of Project closeout requirements.
~"' 2. Insurance certificates for products and completed operations where
required and proof that taxes, fees, and similar obligations were paid.
3. Updated final statement, accounting for final changes to the Contract
~""` Sum.
4. AIA Document G706, "Contractor's Affidavit of Payment of Debts and
- Claims."
5. AIA Document G706A, "Contractor's Affidavit of Release of Liens."
6. AIA Document G707, "Consent of Surety to Final Payment."
7. Evidence that claims have been settled.
$. Final meter readings for utilities, a measured record of stored fuel, and
similar data as of date of Substantial Completion or when Owner took
~ possession of and assumed responsibility for corresponding elements of
the Work.
~; . - 9. Final liquidated damages settlement statement.
PAYMENT PROCEDURES 01290 - 4
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PART 2 -PRODUCTS (Not App[icabfe)
PART 3 - EXECUTION(Not Appiicable)
END OF SECTION 01290
PAYMENT PROCEDURES 01290 - 5
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SECTION 01310
PROJECT MANAGEMENT AND COORDINATION
PART 1 -GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and
Supplementary Conditions and Division 1 Specification Sections, apply to this
Section.
1.2 SUMMARY
.._
A. This Section includes administrative provisions for coordinating construction
operations on Project including, but not limited to, the following:
1. Coordination.
2. Project meetings.
1.3 COORDINATION
A. Coordination: Coordinate construction operations included in different Sections
of the Specifications to ensure efficient and orderly installation of each part of
the Work. Coordinate construction operations, included in different Sections
that depend on each other for proper installation, connection, and operation.
1. Schedule construction operations in sequence required to obtain the best
results where installation of one part of the Work depends on installation
of other components, before or after its own installation.
2. Coordinate installation of different components to ensure maximum
,,,,, performance and accessibility for required maintenance, service, and
repair.
3. Make adequate provisions to accommodate items scheduled for later
fir, installation.
B. Prepare memoranda for distribution to each party involved, outlining special
i.. procedures required for coordination. Include such items as required notices,
reports, and list of attendees at meetings.
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~. 1. Prepare similar memoranda for Owner and separate contractors if
coordination of their Work is required.
C. Administrative Procedures: Coordinate scheduling and timing of required
administrative procedures with other construction activities to avoid conflicts
and to ensure orderly progress of the Work. Such administrative activities
include, but are not limited to, the following:
1. Preparation of Contractor's Construction Schedule.
2. Preparation of the Schedule of Values.
3. Installation and remoual of temporary facilities and controls.
4. Delivery and processing of submittals.
•~ 5. Progress meetings.
6. Project closeout activities.
7. Startup and adjustment of systems.
8. Project closeout activities.
1.4 PROJECT MEETINGS
A. Preconstruction Conference: The Engineer will schedule and chair a
~,,, Preconstruction Conference prior to the start of Work.
1. Agenda: Discuss items of significance that could affect progress. In
general, items including but not limited to the following could be
rr discussed:
a. Tentative construction schedule.
., b. Critical work sequencing and long-lead items.
c. Designation of key personnel and their duties.
d. Procedures for processing field decisions and Change Orders.
~. e. Procedures for requests for interpretations (RFIs).
f. Procedures for testing and inspecting.
'c ~ ~ g. Procedures for processing Applications for Payment.
~w.~ h. Distribution of the Contract Documents.
i. Submittal procedures.
j. Preparation of Record Documents.
~+ - k. Work restrictions.
I. Owner's occupancy requirements.
m. Responsibility for temporary facilities and controls.
n. Construction waste management and recycling.
o. Parking availability.
p. Office, work, and storage areas.
q. Equipment deliveries and priorities.
r. First aid.
s. Security.
~"' t. Progress cleaning.
u. Working hours.
~"' B. Progress Meetings:
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There will be bi-weekly progress meetings (more frequently if needed in
the opinion of the Engineer) during the course of the Work chaired by the
Engineer. All Contractors shall attend with supporting personnel as
directed by the Engineer.
The purpose of the meeting will be to review items of significance that
could affect progress, project coordination and to review present .and
future needs of each entity present, including the following:
a. Interface requirements.
b. Sequence of operations.
c. Status of submittals.
d. Deliveries.
e. Off-site fabrication.
f. Access.
g. Site utilization.
h. Temporary facilities and controls.
i. Work hours.
j. Hazards and risks.
k. Progress cleaning.
1. Quality and work standards.
m. Status of correction of deficient items.
n. Meld observations.
o. Requests for interpretations (RFIs).
p. Status of proposal requests.
q. Pending changes.
r. Status of Change Orders.
s. Pending claims and disputes.
t. Documentation of information for payment requests.
PART 2 -PRODUCTS (Not Applicable)
PART 3 - EXECUTION(Not Applicable)
END OF SECTION 01310
~~
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SECTION 01322
PHOTOGRPHIC DOCUMENTATION
PART 1 GENERAL
1.1 SUMMARY
A. This Section includes administrative and procedural requirements for the following:
1. Preconstruction photographs and videos.
2. Periodic construction photographs.
3. Final Completion construction photographs.
B. Related Sections include the following:
1. Division 1 Section "Submittal Procedures" for submitting photographic
documentation.
2. Division 1 Section "Closeout Procedures" for submitting photographic
negatives and digital media as Project Record Documents at Project
closeout.
""" 1.2 SUBMITTALS
A. Key Plan: Submit key plan of Project site and building with notation of vantage
• points marked for location and direction of each photograph. Include same label
information as corresponding set of photographs.
~ B. B. Construction Photographs and Videos: Submit two prints of each
photographic view within ~ seven days of taking photographs. Submit video
recordings in AVI, MPG or other acceptable format to the Engineer within seven
~" days of taking videos.
1. Photographic Format: 8-by-10-inch smooth-surface matte prints on single-
weight commercial-grade photographic paper, punched for standard 3-ring
binder.
2. Identification: On back of each print or video, provide an applied label or
rubber-stamped impression with the following information:
a. Name of Project.
~ b. Name and address of photographer.
c. Name of Engineer.
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01322-1
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SECTION 01322
PHOTOGRPHIC DOCUMENTATION
d. Name of Contractor.
e. Date photograph or video was Taken if not date stamped by camera.
f. Description of vantage point, indicating location, direction (by compass
point)
g-: Unique sequential identifier.
~ 3. Negatives: Submit a complete set of photographic negatives in individually
protected negative sleeves with each submittal of prints. Identify negatives
with label matching photographic prints.
4. Digital Images: Submit a complete set of digital image electronic files with
each submittal of prints on CD-ROM or DVD-ROM. Identify electronic media
~,t with date photographs were taken. Submit images that have same aspect
ratio as the sensor, uncropped.
1.3 QUALITY ASSURANCE
A. Photographer Qualifications: An individual who has been regularly engaged as a
professional photographer of construction projects for not less than three years.
1.4 COORDINATION
A. Auxiliary Services: Cooperate with photographer and provide auxiliary services
requested, including access to Project site and use of temporary facilities,
including temporary lighting required to produce clear, well-lit photographs and
videos without obscuring shadows.
1.5 USAGE RIGHTS
A. Obtain and transfer copyright usage rights from photographer to Owner for
unlimited reproduction of photographic or video documentation.
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SECTION 01322
PHOTOGRPHlC DOCUMENTATION
(
i..
PART2 PRODUCTS
2.1 PHOTOGRAPHIC MEDIA
A. Photographic Film: 35 mm, medium speed (ISO 100-200).
B. Digital Images: Provide images either in uncompressed TIFF format, or the
preferred compressed JPEG format. Images shall be produced by a digital camera
with minimum sensor size of 4.0 megapixels, and at an image resolution of not less
than 1600 by 1200 pixels.
PART 3 EXECUTION
3.1 CONSTRUCTION PHOTOGRAPHS
A. Photographer: Engage a qualified commercial photographer to take construction
photographs.
B. General: Take photographs using the maximum range of depth of field, and that
are in focus, to clearly show the Work. Photographs with blurry or out-of-focus
areas will not be accepted.
1. Maintain key plan with each set of construction photographs that identifies
.each photographic location.
C. Film Images:
1. Date Stamp: Unless otherwise indicated, date and time stamp each
photograph as it is being taken- so stamp is integral to photograph.
D. Digital Images: Submit digital images exactly as originally recorded in the digital
camera, without alteration, manipulation, editing, or modifications using image-
editing software.
1. Date and Time: Include date and time in filename for each image.
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SECTION 01322
;,,,, PHOTOGRPHfC DOCUMENTATION
E. Preconstruction Photographs: Before starting construction, take color or digital
photographs of Project site and surrounding properties, including existing items to
remain during construction, from different vantage points, as directed by Engineer.
1. Take eight photographs to show existing conditions at Project Site before
starting the Work.
~, F. Periodic Construction Photographs: Take 12 color or digital photographs monthly,
coinciding with the cutoff date associated with each Application for Payment.
Select vantage points to show status of construction and progress since last
r„ photographs were taken.
G. Final Completion Construction Photographs: Take eight color or digital
,,, photographs after date of Substantial Completion for submission as Project
Record Documents. Engineer will direct photographer for desired vantage points.
3.2 CONSTRUCTION VIDEO RECORDINGS
A. Video Recording Photographer: Engage a qualified videographer to record
construction video recordings.
B. Recording: Mount camera on tripod before starting recording unless otherwise
necessary to show area of construction. Display continuous running time and
date.
C. Preconstruction Video Recording: Before starting construction, record video
recording of Project site and surrounding properties from different vantage points,
"' as directed by Engineer.
1. Flag easement areas before recording construction video recordings.
2. Show existing conditions adjacent to Project site before starting the Work.
END OF SECTION 01322
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SECTION 01410
TESTING SERVICES
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Contractor submittals.
B. Agency responsibilities.
C. Agency reports.
D. Limits on testing authority.
E. Contractor responsibilities.
F. Schedule of tests.
1.2 RELATED SECTIONS
A. Section 02225 -Trenching.
B. Section 02675 -Pressure Testing and Disinfection of Water Mains
1.3 REFERENCES
A. ASTM C802 -Practice for Conducting an Inter-laboratory Test Program to
Determine the Precision of Test Methods for Construction.
B. ASTM C1021 -Practice for Laboratories Engaged in the Testing. of Building
Sealants.
C. ASTM C1077 -Practice for Laboratories Testing Concrete and Concrete
Aggregates for Use in Construction and Criteria for Laboratory Evaluation.
D. ASTM C10g3 -Practice for Accreditation of Testing Agencies for Unit
Masonry.
E. ASTM D290 - Recommended Practice for Bituminous Mixing Plant
Inspection.
F. ASTM D3740 -Practice for Evaluation of Agencies Engaged in Testing
and/or Inspection of Soil and Rock as Used in Engineering Design and
Construction.
G. ASTI~II D4561 -Practice for Quality Control Systems-for an Inspection and
Testing Agency for Bituminous Paving Materials.
01410 - 1
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SECTION 01410
TESTING SERVICES
H. ASTM E329 -Practice for Use in the Evaluation of Inspection and Testing
Agencies as Used in Construction.
ASTM E543 -Practice for Determining the Qualification of Nondestructive
Testing Agencies.
J. ASTM E548 -Practice for Preparation of Criteria for Use in the Evaluation of
Testing Laboratories and Inspection Bodies.
K. ASTM E699 -Practice for Criteria for Evaluation of Agencies Involved in
Testing, Quality Assurance, and Evaluating Building Components in
Accordance with Test Methods Promulgated by ASTM Committee E6.
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1.4 SECTION OF TESTING AGENCY
A. Employment and payment for services of an independent testing agency or
laboratory to perform specified testing, by Contractor.
,~.
B. Employment of testing agency or laboratory in noway relieves Contractor of
obligation to perform Work in accordance with requirements of Contract
Documents. .
1.5 QUALITY ASSURANCE
~ A. Comply with applicable requirements of ASTM C802, ASTM C1021, ASTM
C 1077, ASTM C 1093, ASTM D290, ASTM D3740, ASTM D4561, ASTM
E329, ASTM E543, ASTM E548, and ASTM E699.
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B. Laboratory: Authorized to operate in State in which Project is located.
~:
C. Laboratory Staff: Maintain a specialist on staff to review services.
D. Testing Equipment: Calibrated at reasonable intervals with devices of an
accuracy traceable to either National Bureau of Standards or accepted
values of natural physical constants.
1.6 CONTRACTOR SUBMITTALS
A. Prior to start of Work, submit testing laboratory name, address, and
telephone number, and names of specialist on staff and responsible officer.
~,,,,, B. Submit copy of report of laboratory facilities inspection made by Materials
Reference Laboratory of National Bureau of Standards during most recent
inspection, with memorandum of remedies of any deficiencies reported by
~,,, the inspection.
01410 - 2
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SECTION 01410
~""' TESTING SERVICES
1.7 AGENCY RESPONSIBILITIES
A. Test samples of mixes submitted by Contractor.
B. Provide qualified personnel at site. Cooperate with Engineer and Contractor
in performance of services.
C. Perform specified sampling and testing of Products in accordance with
specified standards.
D. Ascertain compliance of materials and mixes with requirements of Contract
Documents.
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E. Promptly notify Engineer and Contractor of observed irregularities or non-
conformance of Work or Products.
F. Perform additional tests required by Architect/Engineer.
G. Attend pre-construction meetings and progress meetings as required.
1.8 AGENCY REPORTS
A. After each test, promptly submit two copies of report to Engineer and to
Contractor.
B. Include:
1. Date issued.
2. Project title and number.
3. Name of inspector.
4. Date and time of sampling or inspection.
5. Identification of product and specifications section.
6. Location in the Project.
7. Type of inspection or test.
8. Date of test.
9. Results of tests.
10. Conformance with Contract Documents.
C. When requested by Engineer, provide interpretation of test results.
1.9 LIMITS ON TESTING AUTHORITY
k
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~"" A. Agency or laboratory may not release, revoke, alter, or enlarge on
requirements of Contract Documents.
a.
01410 - 3
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SECTION 01410
TESTING SERVICES
"" B. Agency or laboratory may not approve or accept any portion of the Work.
C. Agency or laboratory may not assume any duties of Contractor.
D. Agency or laboratory has no authority to stop the Work.
1.10 CONTRACTOR RESPONSIBILITIES
A. Deliver to agency or laboratory at designated location, adequate samples of
_ materials proposed to be used which require testing, along with proposed
mix designs.
B. Cooperate with laboratory personnel, and provide access to the Work.
C, Provide incidental labor and facilities:
1. To provide access to Work to be tested.
. 2. To obtain and handle samples at the site or at source of Products to
be tested.
i..
3. To facilitate tests.
4. To provide storage and curing of test samples.
~.:
1~. Notify Engineer and laboratory 24 hours prior to expected time for operations
requiring testing services.
1.11 SCHEDULE OF TESTS
. A. Individual Specification Sections: Tests required and standards for testing.
END OF SECTION 01410
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01410 - 4
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SECTION 01500
µ;
CONSTRUCTION FACILITIES AND TEMPORARY UTILITIES
PART1 GENERAL
1.1 SECTION INCLUDES
A. Temporary Utilities: Water, and sanitary facilities.
B. Construction Facilities: Access roads, parking, progress cleaning.
1.2 RELATED SECTIONS
A. Section 01560 -Temporary Controls.
B. Section 02600 -Restoration and replacement of paving, improvements and
landscaping.
C. Section 02270 -Erosion and Sediment Control.
1.3 SUBMITTALS
A. Submit ~xocedures for removing mud from all vehicles before entering streets.
1.4 TEMPORARY WATER SERVICE
A. Provide, maintain and pay for suitable quality water service required. for
construction operations at time of project mobilization.
B. Extend branch piping with outlets located so water is available by hoses with
thre~ided connections.
1.5 TEMPORARY SANITARY FACILITIES '
A. Provide and maintain required facilities and enclosures. Provide at time of
projE~ct mobilization.
1.6 ACCESS ROADS
A. Con;>truct and maintain temporary roads accessing public thoroughfares to
serve construction area.
B. Extend and relocate as Work progress requires. Provide detours necessary
for unimpeded traffic flow.
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SECTION 01500
CONSTRUCTION FACILITIES AND TEMPORARY UTILITIES
C. Provide effective means of removing mud from vehicle wheels before
entering streets. Perform sweeping of all roads on a daily basis affected by
construction activities.
D. Only designated existing on-site roads with utility or construction easements
may be used for construction traffic.
1.7 PROGRESS CLEANING AND WASTE REMOVAL
A. Maintain areas free of waste materials, debris and rubbish. Maintain site in a
clean and orderly condition.
B. Collect and remove waste materials, debris and rubbish from site weekly and
dispose off-site.
C. Perform sweeping of all roads on a daily basis affected by construction
activities. Sweeper shall be of sufficient size and capacity to quickly and
effectively sweep roads and designed for municipal use.
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PART 2 PRODUCTS
NOT USED
PART 3 EXECUTION
NOT USED
END OF SECTION 01500
01500 - 2
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SECTION 01560
TEMPORARY CONTROLS
~r• PART 1 GENERAL -
1.1 SECTION INCLUDES
A. Temporary Controls: Barriers, protection of the Work, water control, dust
control, erosion and sediment control, noise control, and pollution control.
r•
1.2 RELATED SECTIONS
"" A. Section 01500 -Construction Facilities and Temporary Utilities.
B. Section 02270 -Erosion and Sediment Control.
1.3 SUBMITTALS
A. Submit methods to minimize raising dust during construction activities.
1.4 BARRIERS
it - -
A. Provide barriers to prevent unauthorized entry to construction areas and to
protect existing facilities and adjacent properties from damage from
construction operations.
B. Provide barricades and covered walkways required by governing authorities
for public rights-of-way.
C. Provide protection for plant Life designated to remain.
D. Protect non-owned vehicular traffic, stored materials, site, and structures
from damage.
1.5 WATER CONTROL
A. Grade site to drain. Maintain excavations free of water. Provide, operate,
and maintain pumping equipment as required.
B. Protect site from puddling or running water. Provide water barriers as
required to protect site from soil erosion.
1.6 PROTECTION OF INSTALLED WORK
` 01560 - 1
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SECT{ON 01560
TEMPORARY CONTROLS
A. Protect installed Work and provide special protection where specified in
individual specification sections.
B. Provide temporary and removable protection for installed Products.
Control activity in immediate work area to prevent damage.
C. Prohibit traffic from landscaped areas.
,. 1.7 SECURITY
A. Provide security and facilities to protect Work, from unauthorized entry,
~- vandalism, or theft.
1.8 DUST CONTROL
A. Provide dust control measures on a daily basis during dry weather conditions
until all disturbed areas are stabilized. Conform with dust control measures
in the New York State Guidelines for Urban Erosion and Sediment Control.
B. Execute Work by methods to minimize raising dust from construction
~ operations.
C. Provide positive means to prevent air-borne dust from dispersing into
atmosphere.
~. .
1.9 CONSTRUCTION TEMPORARY CONTROLS
A. Plan and execute construction by methods to control surface drainage from
cuts and fills, from borrow and waste disposal areas. Prevent erosion and
'r" sedimentation.
B. Minimize amount of bare soil exposed atone time.
C. Provide temporary measures such as berms, dikes, and drains, to prevent
water flow.
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. D. Construct fill and waste areas by selective placement to avoid erosive
surface sifts or clays.
E. Periodically inspect earthwork to detect evidence of erosion and
~`
~ sedimentation; prom tf a f corrective measures.
P Y PP Y
,,,
F. All erosion control methods shall be acceptable to the Engineer and in
`~ 01560 - 2
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SECTION 01560
TEMPORARY CONTROLS
conformance with Section 02800 -Erosion and Sediment Control.
1.10 NOISE CONTROL
A. Provide methods, means, and facilities to minimize noise produced by
construction operations.
1.11 POLLUTION CONTROL
A. Provide methods, means, and facilities to prevent contamination of soil,
water, and atmosphere from discharge of noxious, toxic substances, and
pollutants produced by construction operations.
PART2 PRODUCTS
Not Used.
PART 3 EXECUTION
Not Used.
END OF SECTION 01560
01560 - 3
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>, SEE'T'tON 01700
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CONTRACT CLOSEOUT
PART1 GENERAL
1.1 SECTION INCLUDES
A. Closeout procedures.
B. Final cleaning.
C. Adjusting.
D. Project record documents.
E. Operation and maintenance data.
F. Spare parts and maintenance Products.
1.2 RELATED SECTIONS
A. Section 01500 -Construction Facilities and Temporary Controls.
1.3 CLOSEOUT PROCEDURES
A. Submit written certification that Contract Documents have been reviewed,
Work has been inspected, and that Work is complete in accordance with
Contract Documents and ready for Engineer's review.
iW B. Provide submittals to Engineer that are required by the Contract Documents.
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1.4 FINAL CLEANING
A. Execute final cleaning prior to final project assessment.
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B. Clean site; sweep paved areas, rake clean landscaped surfaces.
C. Remove waste and surplus materials, rubbish, and construction facilities
from the site.
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SECTION 01700
CONTRACT CLOSEOUT
1.5 ADJUSTING
~-
• A. Adjust operating Products and equipment to ensure smooth and unhindered
operation.
` ~ ~ 1.6 PROJECT RECORD DOCUMENTS
A: Maintain on site one set of the following record documents; record actual
revisions to the Work:
1. Record Drawings.
2. Specifications.
3. Addenda.
4. Change Orders and other modifications to the Contract.
5_ Reviewed Shop Drawings, Product Data, and Samples.
6. Manufacturer's instruction for assembly, installation, and adjusting.
-B. Ensure entries are complete and accurate, enabling future reference by
Owner.
C. Store record documents separate from documents used for construction.
D. Record information concurrent with construction progress.
- E. Specifications: Legibly mark and record at each Product section description
of actual Products installed, including the following:
r. 1. Manufacturer's name and product model and number.
-~- 2. ~ Product substitutions or alternates utilized.
- 3. Changes made by Addenda and modifications.
~-
F. Record Drawings and Shop Drawings: Legibly mark each item to record
actual construction based upon at least two (2) ties from a permanent object,
including:
1. Measured horizontal and vertical locations of underground utilities and
appurtenances, referenced to permanent surface improvements.
2. Measured locations of internal utilities and appurtenances concealed
in construction, referenced to visible and accessible features of the
Work.
3. Field changes of dimension and detail.
4. Details not,on original Contract drawings.
G. Submit documents to Engineer as a complete package.
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SECTION 017Q0
CONTRACT CLOSEOUT
1.7 OPERATION AND MAINTENANCE DATA
A. Submit data bound in 8-1/2 x 11 inch three ring binders with durable plastic
covers.
B. Prepare binder cover with printed title "OPERATION AND MAINTENANCE
INSTRUCTIONS", title of project and date.
C. Internally subdivide the binder contents with permanent page dividers,
logically organized as described below; with tab titling clearly printed under
reinforced laminated plastic tabs.
D. Contents: Prepare a Table of Contents for each volume, with each Product
or system description identified, typed on 20 pound white paper, in three
parts as follows:
1. Part 1: Directory, listing names, addresses, and telephone numbers
~' of Architect/Engineer, Contractor, Subcontractors, and major
equipment suppliers.
x
'~` 2. Part 2: Operation and maintenance instructions, arranged by system
~"' and subdivided by specification section. For each category, identify
names, addresses, and telephone numbers of Subcontractors and
suppliers. Identify the following:
a. Significant design criteria.
b. .List of equipment.
c. Parts fist for each component.
'~" d. Operating instructions.
e. Maintenance instructions for equipment and systems.
f. Maintenance instructions for finishes, including recommended
"~ cleaning methods and materials, and special precautions
identifying detrimental agents.
3. Part 3: Projecf documents and certificates, including the following:
a. Shop drawings and product data.
b. Certificates.
c. Warranties
E. Submit 1 draft copy of completed volumes 15 days prior to final inspection.
This copy will be reviewed and returned Engineer comments. Revise content
of all document sets as required prior to final submission.
F. Submit two sets of revised final volumes.
01700-3
~' E:Wocuments\T Wappingerla W2012\W21215 NYCDEP Extension\W21215.1 Chelsea i-tamfet Extension\Specs\01700.SPC.doc
SECTION 01700
~.
CONTRACT CLOSEOUT
• 1.8 SPARE PARTS AND MAINTENANCE PRODUCTS
f A. Provide spare parts, maintenance, and extra Products in quantities specified
in individual specification sections.
END OF SECTION 01700
01700-4
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is
SECTION 02010
SUBSURFACE INVESTIGATION
PART 1 -GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and
~ Supplementary Conditions and Division 1 Specification Sections, apply to this
Section.
1.2 SUMMARY
A. Subsurface soil investigations have been made, and a borehole report was
prepared by Todd J Syska, Inc. The results are for informational purposes only
and may not indicate the actual field conditions at each and every location
throughout the project site. The approximate boring locations are shown on the
contract plans. Formation data is provided based upon visual observations
during drilling operations only and not reflect the actual soil conditions
throughout the project site. The Boring Logs are included within this Section for
the Contractors convenience; however, the Owner and Engineer assume no
responsibility for the accuracy of this information or for interpretations or
conclusions drawn from this data. The Contractor is expected to examine the
sites and the Boring Logs and then determine for themselves the character of
the materials to be encountered.
PART 2 -PRODUCTS (Not Applicable)
PART 3 - EXECUTION(Not Applicable)
END OF SECTION 02010
~"" SUBSURFACE INVESTIGATION 02010 - 1
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UNITED WAPPINGER WATER DISTRICT - NYCDEP CHELSEA EXTENSION
Bedrock Study -Todd J. Syska, Inc Completed September 2013 using Geo-Probes
Bore No. Approximate
Station Distance to
Bedrock Soil Sample Description Comments
SPRING STREETS/18/13
51-10 6.1'
S1 8+
S2 8' +
S3 6.5' HOLE PUSHED TO 7', WEATHERED ROCK AT 6.5'
53+27 2.5'
53+31 4'
Sq 5' HOLE PUSHED TO 6' WEATHERED ROCK AT S'
54+15 S' HOLE PUSHED TO 6' WEATHERED ROCK AT S'
55+2 S'
S6 S' HOLE PUSHED TO 7' WEATHERED ROCK AT S'
57 6' HOLE PUSHED TO 7' WEATHERED ROCK AT 6'
S8 5'
SS+14 0' EXPOSED ROCK COBBLES AT SURFACE
58+16 S'
59+5 5' HOLE PUSHED TO 7' WEATHERED ROCK AT 6'
slo-s ss'
Sll S' HOLE PUSHED TO 6' WEATHERED ROCK AT S'
S12 4' HOLE PUSHED TO S' WEATHERED ROCK AT 4'
S13 6.5'
S14 6.5'
S15 3.5'
LIBERTY STREET 9/18/13
LB 20 5' HOLE PUSHED TO 6' WEATHERED ROCK AT S'
LB19 7' HOLE PUSHED TO 7.5' WEATHERED ROCK AT 7'
LB18 S' HOLE PUSHED TO 6' WEATERHED ROCK AT 5'
L617 S.S' HOLE PUSHED TO 6' WEATHERED ROCK AT S.5'
L616+8 S.S'
Bll+34
.S' topsoil to a brown, mottled silt or day with fine sand, some m-c
sand and little f-m gravel. A layer of rods fragments (possible
cobble) exists and is then followed by a light brown to brown,
mottled silt or day with fine sand, some m-c sand and I'rt[Ie f-m
gravel and then transitions to wheatered rode with podceu of silt
or day. The sample appears that it was vey moirt when tt was
taken
OIL COLLECTED ROCK IN TIP
LB lI
3' Gray ft sand with fine gravel and some silt or day. Alayer of
light brown/brown, mottled sift or day with some ft sand, little f
gravel is then followed by weathered rods.
SOIL COLLECTED ROCK IN TIP
Bll-10
8 topoil to gray f-c sand with f-m gravel and little sik or clay.
Trhasitions to light brown, mottled silt or calyu with little ft sand
and trace f-m gravel. A thin layer ofdark f-c sand with I'rttle f
gravel and a trace of silt or day exists followd by light brown,
mottled silt or clay wiht f-c sand and little f-m gravel to the end
of the sample
SOIL COLLECTED
LB10 8'+
L89+7 8'+
L68 8"+
L67 8'+
L66 8'+
LBS 7'
LB4 7.S'
LB3 5.5'
NORTH STREET 9/18/13
N8 4.5'
NS-6 S.5' HOLF PUSHED TO 7.5' WEATERHED ROCK ATS.S'
N7 S.5' HOLE PUSHED TO 8' WEAT ED ROCK AT S.S'
N6 S'
N6-15 5'
NS-3 5.5'
N4 6' HOLE PUSHED TO 8' WEHATERED ROCK AT 6'
N3 T HOLE PUSHED TO 8' WEATHERED ROCK AT T
N2-7 5'
Nl S.S'
BANK STREET 9/19/13
Bl 1' ROCK
Page 1 of 7
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UNITED WAPPINGER WATER DISTRICT- NYCDEP CHELSEA EXTENSION
`? _ Bedrock Study - Todd J. Syska, Inc Completed September 2013 using Geo-Probes
-..
..
~f1
rr
Bore No. 'Approximate
Station Distance to
Bedrock Soil Sample Description Commentr
B1+10 1.8' ROCK
61+17
2' D•2': topsoil followed by gray f-c sand, some gravel and little silt
or Gay. Transiistions to gray /brown silt or caly with f-m and
and then to weathered rock.
SOIL COLLECTED ROCK IN TIP
82 S.S'
B3 8'+ SOIL COLLECTED
B4 8'+
Bs 8'+
B6 8'+
B7 7' ROCK
BS S' HOLE PUSHED TO 7' WEATHERED ROCK AT s'
B9 4' HOLE PUSHED TO 6.5' WEATHERED ROCK AT 4'
CIRCLE DRIVE 9/19/13
Cl 8'+
C2 8'+
C3 8'+
C4 8'+
CS+2 8'+
C6 8'+
C7 7' ROCK AT 7'
C8 T ROCK
C10 s'
C10+5 5'
Cll 8'+
C12 8'+
C13+5 6'+
C14+8 8'+
Cis-10 8'+
C15+15 8'+
C16 8'+
C17 8'+
C18 8'+
C19 8'+
C20 8'+
CZl 8'+
C22-S 8'+
LAKE DRIVE 9/19/13
u s'+
Lz+s a'+
~ s'+
La s'+
Ls a'+
L6 8'+
L7 8'+
LS 8'+
L9 8'+
uo 8'+
ul s'+
uz a'+
us+lo 7.s'
L14 3.9' Skipped, Dean Drive intersection
ua+8 s'+
us-ls s'+
us+zs a'+
u6 a'+ .
u7 s'+
u9-10 8'+
L2D 8'+
L21 8'+
L22 8'+
L23-15 8'+
L24 8'+
L25 8'+
RIVER ROAD NORTH 9/24/13
Rl 7.5'
Page 2 of 7
UNITED WAPPINGER WATER DISTRICT- NYCDEP CHELSEA EXTENSION
Bedrock Study -Todd J. Syska, Inc Completed September 2(113 using Leo-Probes
Bore No. Approximate
Station Distance to
Bedrock
Soil Sample Description
Comments
R2
8'+ D-4' :Organic material -black f-c sand and f gravel to dark gray
silt or day with sand and littl f-m grave(. Remainder of sample
brown, very moist silt or day with f-c sand and little f-m gravel. 4
8': Brown f-c sand with silt or day and some m gravel to a thin
layer of blac f-c sand with organics followed by brown f-c sand
with siR or day wrth some m gravel. Sample is very moist
SOIL COLLECTED
R3 8'+
R4+16 8'+
RS 6' HOLE PUSHED TO 7.5' WEATHERED ROCK AT 6'
R6 8'+
B 1D6 8'+
R7+7 8'+
R8 8'+
R9 8'+
R10 8'+
Rll 8'+
R12 8'+
R13+6 8'+
R14 8'+
R15 8'+
R16 8'+
R17 8'+
R18 8'+
R79 8'+
R20 8'+
R21 8'+
R22 8'+
R23 8'+
R24 8'+
R25 8'+
R26 8'+
R27 8'+
R28 8'+
R29 8'+
R30 3.5' POSSIBLE COBBLE
R30+5 8'+
R31 8'+
R32 8'+
R33 8'+
R34 7'
R3S 4' POSSIBLE COBBLE
R35+10 8'+
R36 8'+
R37 S' HOLE PUSHED TO 6.5' WEATHRHED ROCK AT 5'
R38 6' HOLE PUSHED TO 7' WEATHERED ROCK AT 6'
R39
2 Organic mateial -light brown f-c sand with f-m gravel with little
silt or daytransitioning to gray weathered shale AIL COLLECTED ROCK IN TIP
R39+14
2.6' Organic material -light brown ft sand, some f-m gravel tansition
to brwon weathered rods with pockets of siFt of day. Partical
size increases with depth
SOIL COLLECTED ROCK IN TIP
R40 3.5'
R41 2~
R42 5' HOLE PUSHED TO 7' WEATHERED ROCK AT S'
R43 4.5'
R43+25 ~
3.5' Organic mateial -Brown f-c sand with some f-m gravel, noted
pieces of asphalt in sample- dark brown weathered rods with
pockets of silt or day. Partide size increases with depth
R44 4.S'
R45 4.9'
R46 4' HOLE PUSHED TO S.S' WEATHERED ROCK AT 4'
R47 4.5'
R48 1.5'
R49 2.3'
Page 3 of 7
r
UNITED WAPPINGER WATER DISTRICT- NYCDEP CHELSEA EXTENSION
Bedrock Study -Todd 1. Syska, Inc Completed September 2D13 using Geo-Probes
Bore No. Approximate
Station Distance to
Bedrock Soil Sample Description CommerKs
R50 3'
R51 3.5'
R52 3.5'
R53 2.5'
R54 7.5'
R55 2'
R56 4.5'
R57 2.7'
R58 8'+
R59 8'+
R60 6'
R61 2.8'
R62 5.4'
R63 5.5'
R64 6'
R65 4'
R66 5'
R67 3.9'
R68 1'
R69 3.2'
R7D 2.8'
R71 4.2'
R72 3.2'
R73 3.2'
R74 2.2'
R75 3'
R76 2.8'
R77 2.7'
R78 2.4'
R79 5.5'
R80+7 3'
R81+8 3.S'
R82 2.5'
R83 3'
RS4 2'
R85+10 3'
R86 2'
R87 3.5'
R86 2'
R87 3.5'
R88 3.2'
R89
3' Organic material-light brown f-c sand, some f-m gravel, I'tttle silt
of day-thin layer dark day or silt with 1'rttle sand-light tan
weathered rock
SOIL COLLECTED ROCK IN TIP
SKYTOP DRIVE 9/25/13
STl 7.5'
ST2 8'+
ST3 8'+
ST4 8'+
STS 7'
ST6-10 8'+
ST7 5,2~ EXPOSED ROCK OUTCROPPING WEST OF ROAD
ST-9 8'+
ST-10 SKIPPED, PAVED PARKING AREA ON SIDE OF ROAD
5T 11-5 8'+
ST12 8'+
5713 8'+
5714 8'+
ST15 8'+
Si16
8'+ dark ft sabd wutg f gravel and a trace of sih or day transitions of
a bronw f-c sand with some f-m graave and silt or Gay. This is
followed by a brown f-c sand with some f-m gravel with slit or
day. Some broken rock particles exist throughout the sample
possibly indicaingthe presence of cobbles
SOIL COLLECTED
Page 4 of 7
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UNITED WAPPINGER WATER DISTRICT- NYCDEP CHELSEA E)(TENSION
Bedrock Study -Todd J. Syska, Inc Completed September 2013 using Geo-Probes
A
Bore No. S pproximate D
tation B istance to
edrock S
od Sample Description C
ommerrts
ST17-10 8 '+
ST18 8 '+
ST19-12 8 '+
ST20+5 8 '+
ST21 8 '+
5722 7 '
5123 8 '+
ST24 1 .5'
ST24+20 6 '
5725 8 '+
ST26 2 .5'
ST26+8 4 .5'
5727 LS'
$727+25 6.5'
ST28N 8'+ SAMPLED ON NORTH SIDE Of ROAD
SI29N 8'+ SAMPLED ON NORTH SIDE OF ROAD
ST30 6.1'
5131 8'+
5732 8'+
ST33 8'+
5736-5 5.6'
ST37-5 6 S' HOLE PUSHED TO 8' WEATHERED ROCK AT 6.5'
Si38 5.6'
ST39 7' HOLE PUSHED TO 8' WEATHERED ROCK AT 7'
Sf40 8'+
ST41 6' HOLE PUSHED TO 7' WEATHERED ROCK AT 6'
ST42 8'+
ST43 8'+
5Tg4 8'+
5745 8'+
5746 1'
ST47 8'+
5748 8'+
5749 8'+
ST50 8'+
STS1 8'+
ST52 8'+
STENGER COURT 10/3/13
SCl 8'+
SC2 T
5C3 4.5' ROCK OUTCROP ON NORTH SIDE OE ROAD
SC-4 5'
SC-5 6.5'
SC6 8'+
SC-7 8'+
SC-8 8'+
SC-9 8'+
SC10 8'+
SCll 8'+
SC12 3'
SC12+6 8'+
SCl3 8'+
SC14 8'+
SC15 7.5'
SC16 6.5'
SC17 8'+
SC18 8'+
SC19 6.5'
SC2D 5.5'
RIVER ROAD SOUTH 10/2/13
SR39+12 8'+
5R38 7'
SR36 6'
SR35 6'
SR34 8'+
Page 5 of 7
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UNITED WAPPINGER WATER DI57RIC7 - NYCDEP CHELSEA EXTENSION
Bedrock Study -Todd J. Syska, Inc Completed September 2013 using Geo-Probes
Bore No. Approximate
Station Distance to
Bedrock
Soil Sample Description
Comments
SR33W
8'+ SWITCHED TO W SIDE OF ROAD DUE TO UTILITY
CONFLICT
SR32W 8'+
SR31W 8'+
SR30W 8'+
SR28W 3.5'
SR28W-10 6'
SR27W 6.5' EXPOSED ROCK EAST SIDE OF ROAD
SR26+7
6' 20' E OF ROAD ALONG EDGE OF DRIVE. EXPOSED ROCK
CUT ON DRIVE
SR26W 5' HOLE PUSHED TO 6' WEATHERED ROCK AT S'
SR25W 6' HOLE PUSHED TO 7' W EATEHRED ROCK AT 6'
SR24W 7'
SR23 W 7'
SR22 W 4.5'
SR22W-10 6'
SR21W 3.5'
SR21-5 3' 10' EAST OF ROAD
SR20W 3.5'
SR19W 5.5'
SR18W 8'+
SR17W 8'+
SR16 4' SWITCHED BACK TO EAST SIDE OF ROAD
SR15 4'
SR14 2'
SR13 3'
SR12 LS'
SR12-12 4.5'
SR11 2'
SRiD 4'
SR9 1'
SRS 2'
SR7 3.5'
SR6 1'
SRS 2'
SR4 3.5'
SR3 2'
SR2 4.5'
SR1 4.5'
MARKET STREET 10/2/13
M1 6'
M2+10 5.5'
M3 S'
M4 6'
MS 4'
M6 2'
M7 2'
M8 2.5'
M9 4.5'
M10 4'
M 11 4'
MARKET STREET 10/9/13
M17
3 Coarse sand with some gravel and brick rubble-light brown f-c
sand, I'rttle f-m gravel-weathered rods wtth pockets of silt or clay SOIL COLLECTED ROCK IN T1P
M16 5.5'
M 15 8'+
M 14 8'+
M13 7.5'
BROADWAY 10/9/13
BWl 6.2'
BW2 S' HOLE PUSHED TO 8' ROCK AT 5'
Page 6 of 7
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UNITED WAPPINGER WATER DISTRICT- NYCDEP CHELSEA EXTENSION
Bedrock Study -Todd J. Syska, Inc Completed September 2013 using Geo-Probes
Bore No. Approximate
Station Distance to
Bedrock Soil Sample Description Comments
W3
' 0-4'topsoil - dark f-c sand with silt or day- brown with light tan f-
csand and t-m gravel with traces of brick rubble and coal
fragments transititions to light brawn silt or day with f-c sand
and I'rttle f-m gravel. Sample is very moist. 4-6.6': thin layer of
organic mateial -light brown /tan silt or day with ft sand and
trace f-m gravel transitioning to dark gray weathered shale with f
c sand
OIL COLLECTED HOLE PUSHED TO 6.6'. ROCK AT 5'
BW4 1.5 EXPOSED ROCK, EDGE OF ROAD
BWS 5' HOLE PUSHED TO 6' ROCK AT 5'
BW6 6.6'
BW7 6.5'
BWS S.8'
BW9 5.3'
BW10 5.5'
CHELSEA ROAD 10/9/13
CR7S 4.5'
CR35 5.5'
CR45 6'
CR55+7 6.5'
CR65 8'+
CR75 8'+
CR85 3.5'
CR85+S 7'
CR95 6'
CR105 4.5'
CR115 8'+
CRiLS-10 5.5'
CR735 8'+
UBERTYSTREET 1D/9/13
LB12+6 4'
L813 5.5'
L614 7'
LB15 7'
Page 7 of 7
SECTION 02110
SITE CLEARING
PART 1 GENERAL
""' 1.1 SECTION INCLUDES -.
A. Removal of surface debris.
~w
B. Removal of paving, curbs, and sidewalk.
~` ~ ~ C. Removal of trees, shrubs, and other plant life.
D. Removal of Topsoil.
1.2 RELATED SECTIONS
~ A. Section 02205 -Soil Materials.
B. Section 02225 -Trenching.
,~,
C. Section 02229 -Rock Removal.
1.3 REGULATORY REQUIREMENTS
~, A. Conform to applicable New York State and Town of Stockport codes for
environmental requirements, disposal of debris, and use of herbicides.
+,.~ B. Coordinate clearing Work with utility companies.
C. Accurately record actual locations of all nearby utilities by horizontal
dimensions, elevations or inverts, and slope gradient.
PART 2 PRODUCTS
E` 2.1 MATERIALS
A. Herbicide: To be used only as required by a New York State Certified Pest
Control Specialist and in conformance to manufacturer's recommendations.
,r.
B. Topsoil As specified in Section 02205.
02110 - 1
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lilt
r SECTION 02110
SITE CLEARING
PART 3 EXECUTION
3.1 PREPARATION
A. Verify that existing plant life designated to remain is tagged or identified.
wr
B. Identify requi-red lines, levels, contours and datum.
~" 3.2 PROTECTION
A. Locate, identify, and protect utilities that remain, from damage.
B. Protect trees, plant growth, and features designated to remain, as final
landscaping.
C. Protect bench marks, survey control points, existing ,structures, fences,
sidewalks, paving and curbs from damage or displacement by excavation
_ equipment and vehicular traffic.
3.3 CLEARING
A. Clear areas required for access to site and execution of Work.
B. Remove .trees and shrubs as required to complete this work. Remove
stumps, main root ball, and surface rock.
C. Clear undergrowth and deadwood, without disturbing subsoil.
,,,,, ~ D. Apply herbicide as necessary to remaining stumps to inhibit growth.
3.4 REMOVAL
A. Remove debris, rock, and extracted plant life from site.
B. Partially remove paving, curbs, and sidewalk as needed. Neatly saw cut
edges at right angle to surface.
END OF SECTION 02110
~ 02110 - 2
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SECTION 02150
UNDERGROUND UTILITY INSTALLATIONS
WITHIN THE COUNTY HIGHWAY RIGHT-OF-WAY
PART 1 GENERAL
1.1 GENERAL CONDITIONS
A. These specifications apply to Highway Work Permits authorizing work within
the County highway right-of-way for Water Mains. These conditions, and any
special conditions which are added to the Work Permit on the method of
performing work, are enforceable by the Dutchess County Department of
Public Works and the Owner and shall by conformed to by the Contractor
performing the work.
B. Work under the permit as described in the specifications shall be
commenced within thirty (30) days from date of permit issuance, unless
extension of this period is approved by the Dutchess County Department of
Public Works Traffic Engineer and the Engineer.
`, 1.2 GENERAL REQUIREMENTS (UNDERGROUND)
;. A. All underground crossings shall be placed beneath the pavement and
shoulder areas. without disturbance to the pavements unless otherwise
approved by the Dutchess County Department of Public Works Traffic
f Engineer and the Engineer. Such installation shall be by jacking, boring, or
,,,,, drilling, in conformance with this Specification Section. Water jetting will not
be permitted. No open cuts will be allowed unless no other method is
feasible or if it is required to expose existing utilities. All current
v requirements of ChapterXVll, Occupational Safety & Health Administration,
Department of Labor, Part 1926, Safety & Health Regulations for
Construction, New York State Department of Labor Industrial Code Rule 23,
+~. - Protection of Persons Employed in Construction and Demolition Work, &
,_ Industrial Code Rule 53, Construction Excavation and Demolition Operations
at or near underground facilities, and Part 131 of New York State Dept. of
~• Transportation Rutes & Regulations, shall apply. Soil erosion and water
pollution controls shall be used as necessary or as directed by the Engineer.
~+ B. Plans for underground installations shall be submitted to meet the approval
of the Dutchess County Department of Public Works Traffic Engineer and the
Engineer prior to the permit issuance. A maintenance and protection of
~ traffic plan shall also be required.
Underground Utility Installation
02150 - 1
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C. Un-encased borings shall meet the requirements of Specification Section
,~„ 02446 -Horizontal Direction Drilling and shall be subject to the approval of
the Dutchess County Department of Public Works Traffic Engineer.
1.3 METHOD OF INSTALLATION/SUBMITTALS
~. A. The Contractor shall submit shop drawings for approval by the Dutchess
County Department of Public Works Traffic Engineer and the Engineer.
`• B. Shop drawings must be specific. They shall describe in detail size; length,
depth, material, provisions for grouting, method of construction, etc.
C. Shop drawings shall specify the type of equipment and construction
procedures to be used. This is to include operations involving~ground water
control.
D. The shop drawing shall indicate the size and material of the pipe.
E. The shop drawing shall indicate size and length of borings and pits.
F. When required by the Traffic Engineer or Engineer, soil boring or other soil
investigations shall be made by the Contractor to determine the nature of the
underlying material for underground installations.
1. Soil boring shall be in accordance vvith Section 648 "Subsurface
Explorations" of the New York State Department of Transportation
Specifications.
2. Soil boring logs shall be accompanied with a plan drawn to scale
showing location of boring in relation to the pavement and the
proposed pipe location, the elevation of ground surface at each boring
and ground water elevation. Material changes will also be noted such
as sand, gravel, rock and boulders.
F. All operations shall be conducted so as not to interfere with, interrupt, or
endanger the operation of traffic, nor damage, destroy, or endanger the
integrity of facilities. Operations will be subject to County inspection at all
times.
G. Blasting will not be permitted under or near highways and facilities unless
approved by the Dutchess County Department of Public Works Traffic
Engineer. The Contractor shall submit his/her proposed blasting patterns
and procedures for review prior to blasting. A meeting at the site shall be
required prior to commencement of actual blasting operations.
Underground Utility Installation 02150 - 2
-f:ldocuments\T Wappinger\a W2012\W21215 NYCDEP Extension\W21215.1 Chelsea Hamlet Extension\Specs\02150.SPC.doc
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1.4 QUALITY ASSURANCE
A. Comply with the following standards:
Standard Specifications, Construction and Materials of the New York
State Department of Transportation (NYSDOT), latest edition.
2. Requirements for the Design and Construction of Underground Utility
Installations Within the State Highway Right-of-Way, New York State
Department of Transportation (NYSDOT), latest edition.
3. NYSDOT Work Zone Traffic Control Manual, latest edition.
4. DCDPW Policy and Standards ForAccess and Utility Work on County
Highways, April 1, 2009
PART2 PRODUCTS
~.
2.1 WORK WITHIN COUNTY RIGHT-OF-WAYS
A. All products and materials shall comply with Standard Specifications,
Construction and Materials of the New York State Department of
Transportation (NYSDOT), latest edition, DCDPW Policy and Standards For
Access and Utility Work on County Highways, April 1, 2009, and
Requirements for the Design and Construction of Underground Utility
Installations Within the State Highway Right-of-Way, New York State
Department of Transportation (NYSDOT), latest edition.
PART 3 EXECUTION
3.1 MAINTENANCE AND PROTECTION OF TRAFFIC
A. Traffic is to be maintained at all times during the progress of this work and
adequate signs, barricades and fights shall be provided in accordance with
'~" the provisions of the Manual on Uniform Traffic Control Devices (MUTCD)
and the New York State Supplement. A maintenance and protection of
traffic (M&P) plan shall be provided by the Contractor. No lanes shall be
~` closed without prior approval. An on site representative of the Contractor
shall be designated and be responsible for implementation of the M&P plan.
B. The applicant shall erect and maintain suitable barricades around all
trenches while work is in progress for the protection of the public, and they
shall be suitably lighted by yellow lights at night. The work shall be carried
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on in such manner that not more than 100 feet of trench in earth remains
open at end of day's work.
C. No pavement cuts are to be left unfilled over night, except in emergencies,
and in such cases, adequate precautions must be exercised to protect traffic.
Prior approval must be obtained to use steel plating.
D. No construction materials or equipment shall be left on the shoulders or
pavement after working hours, nor shall any construction equipment or
material be placed in any manner or location that will obstruct highway or
railroad warnings signs.
E. All open trench in the highway right-of-way shall be barricaded. There shall
be conspicuously displayed bright red flags no less than twenty-four inches
(24") x twenty-four inches (24") attached to such barricades and illuminated
at night with flashing yellow fights. If in the judgment of the Dutchess County
Department of Public Works Traffic Engineer or Engineer that flagmen are
necessary, they shall be employed by the permittee and on duty at all times
during the progress of the work so as to direct traffic and maintain yellow
lights, etc.
F. Soft shoulder signs of adequate size, not less thantwenty-four (24") square,
shall be erected and maintained on all backfill trenches within the shoulder
area until the backfill is thoroughly settled. These signs shall be located at
the beginning of each section of work at intersections and at a distance not
greater than one thousand 1000 feet apart.
G. During winter conditions the Contractor must perform its work so that the
highway is free of obstructions which would interfere with snow removal and
ice control.
No drums, cones, barricades and othertraffic control equipment shall remain
in a location where they'll interfere with or be disturbed by a snow plowing
operation. The work must be schedule to afford the safe removal of such
devices when necessary.
Drainage frames, grates and covers shall not be adjusted in a travel lane
~` unless the f nal pavement course is placed prior to the onset of snow and ice
weather. Steel plates, etc. shall not.protrude above adjacent pavement. If
any of these protrusions exist in anon-travel lane prior to a snow and ice
condition, then temporary asphalt ramps must be placed so that for every
one inch of rise, there is a six foot run of ramp.
H. During the winter months care must be taken to obtain proper compaction of
all earth work. The Contractor will be required to return to make repair or
replacement should pavement settlement result.
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The Contractor shall keep the traveled way free of foreign objects such as
rocks, timber and other items that may fall from transporting vehicles.
Spillage of material carried by or dropped from the under-carriage of any
carrying vehicle resulting from the Contractor hauling operations along or
across any public traveled way shall be removed immediately from such
traveled way, both within and outside of the work limits, shall be kept free of
such spillage by the Contractor.
3.2 WORK WITHIN STATE OR COUNTY RIGHT-OF-WAYS
A. The Contractor shall pay for and obtain all required permits from DCDPW.
This includes all fees, insurance and bonds associated with the permits.
B. Contractor shall not submit any material or product submissions to DCDPW
without first obtaining approval of the material or product from the Engineer.
C. Contractor should allow a minimum of 30 days in its schedule for DCDPW
permit review and issuance.
D. All work within State or County right-of-ways shall be in accordance with
these Contract Documents, DCDPW permits,' as applicable, or the
Requirements for the Design and Construction of Underground Utility
Installations Within the State Hi hwaY Right-of-Way New York State
Department of Transportation (NYSDOT), latest edition, whichever is more
stringent.
E. Conditions of the Work Permit are enforceable by DCDPW as applicable,
and the Owner and shall be conformed to by the Contractor.
END OF SECTION ~~~
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Underground Utility Installation
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SECTION 02205
SOIL MATERIALS
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Subsoil materials.
B. Topsoil materials.
1.2 RELATED SECTIONS
A. Section 01410 -Testing Laboratory Services.
B. Section 02110 -Site Clearing.
C. Section 02207 -Aggregate Materials.
D. Section 02225 -Trenching.
E. Section 02923 -Landscape Grading.
F. Section 02936 -Seeding.
G. Section 02950 -Trees, Plants and Ground Cover.
1.3 REFERENCES
A. AASHTO T180 -Moisture-Density Relations of Soils Using a 10-Ib Rammer
and an 18-in. Drop.
B. ASTM D698 -Test Methods for Moisture-Density Relations of Soils and
Soil-Aggregate Mixtures, Using 5.5 Ib Rammer and 12 inch Drop.
C. ASTM D1556 -Test Method for Density of Soil in Place by the Sand-Cone
Method.
D. ASTM D1557 -Test Methods for Moisture-Density Relations of Soils and
Soil-Aggregate Mixtures Using 10 Ib Rammer and 18 inch Drop.
E. ASTM D2167 -Test Method for Density and Unit Weight of Soil in Place by
the Rubber Balloon Method.
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SECTION 022Q5
SOIL MATERIALS
F. ASTM D2487 -Classification of Soils for Engineering Purposes.
~ ~. ASTM D2922 -Test Methods for Density of Soil and Soil-Aggregate in Place
by Nuclear Methods (Shallow Depth).
H. ASTM D3017 -Test Method for Moisture Content of Soil and Soil-Aggregate
in Place by Nuclear Methods (Shallow Depth).
1.4 SUBMITTALS FOR INFORMATION
A. Materials Source: Submit name of imported materials source.
1.5 QUALITY ASSURANCE
`. A. Perform Work in accordance with Columbia County Department of Public
Works and Town of Greenport standards.
PART 2 PRODUCTS
2.1 SUBSOIL MATERIALS
A. Common Earth
Common earth shall mean sand, loam, clay, gravel, or similar materials free
from debris, frozen materials, organic materials or other deleterious material,
~"' which may contain some rock fragments, stones, and pebbles, not exceeding
12 inches in their largest dimension.
B. Borrow
Borrow is defined as material required for earthwork construction in excess of
suitable material available from excavating or grading. Borrow may be
necessary even though not shown on the plans. It shall be the responsibility
of the Contractor, at their own expense, to supply borrow wherever and
whenever required in the work, in order to complete the project. All borrow
shall conform to common earth material and before being used in the work,
shall be approved by the Engineer.
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+~ SECTION 02205
SOIL MATERIALS
2.2 TOPSOIL MATERIALS
A. Topsoil
. Topsoil shall be the surface layer of pliable soil similar in quality to productive
''"' agricultural soils commonly occurring in the vicinity of the project and shall be
free from all refuse, any material toxic to plant growth, subsoil, woody
?~ vegetation, stumps, roots, brush, stones, clay lumps or similar objects larger
~"' than two (2) inches in greatest dimension. Sod and herbaceous growth such
as grass and weeds need to not be removed but shall be thoroughly broken
up and mixed with the soil during handling operations.
Topsoil shall meet the following requirements unless otherwise specifically
`` stated in the plans or proposal:
~`
a. The pH of the material shall be between 5.5 and 7.6.
b. The organic content shall be not less than 2% nor more than 20%
c. Gradation:
Sieve Size Percent Passing by Weight
2 inch, 100
1 inch 85 to 100
1 /4 inch 65 to 90
No. 200 mesh 20 to 80
~.
2.3 SOURCE QUALITY CONTROL
,~„ ~ A. Section 01410 -Testing Laboratory Services: Testing and analysis of soil
material.
~„ B. If tests indicate materials do not meet specified requirements, change
material and retest at the sole expense of the Contractor.
~,,, C. Provide materials of each type from same source throughout the Work.
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SECTION 022Q5
SOIL MATERIALS
PART 3 EXECUTION
3.1 SOIL REMOVAL
A. Excavate subsoil and topsoil from areas designated.
B. Remove lumped soil, boulders, and rock.
C. Stockpile excavated material only in areas .designated on site by the
Engineer and remove any excess spoil material not being used from site.
D. Provide name and location of approved agency for accepting spoil material
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3.2 STOCKPILING
A. Stockpile materials only on site at locations approved by the Engineer.
Obtain written releases for stockpiling any materials on private properties.
B. Stockpile in sufficient quantities to meet Project schedule and requirements
for each section of work to be performed.
C. Separate differing materials with dividers or stockpile apart to prevent mixing.
D. Prevent intermixing of soil types or contamination.
E. Direct surface water away from stockpile site to prevent erosion or
deterioration of materials.
3.3 STOCKPILE CLEANUP
A. Remove stockpile, leave area in a clean and neat condition. Grade site
surface to prevent free standing surface water.
..
B. If a borrow area is indicated, leave area in a clean and neat condition. Grade
site surface to prevent free standing surface water.
END OF SECTION
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SECTION 02207
~..
AGGREGATE MATERIALS
PART1 GENERAL
1.1 SECTION INCLUDES
A. Aggregate materials.
1.2 RELATED SECTIONS
A. Section 01410 -Testing Services.
B. Section 02205 -Soil Materials.
C. Section 02225 -Trenching.
D. Section 02667 -Site Water Lines.
E. Section 02923 -Landscape Grading.
F. Section 03300 -Cast In Place Concrete
1.3 REFERENCES
A. AASHTO - M147 -Materials for Aggregate and Soil-Aggregate.
B. AASHTO T180 -Moisture-Density Relations of Soils Using a 10-Ib Rammer
~* ~ and an 18-in. Drop.
C. ASTM C136 -Method for Sieve Analysis of Fine and Coarse Aggregates.
D. ASTM D698 -Test Methods for Moisture-Density Relations of Soils and
'` Soil-Aggregate Mixtures, Using 5.5 Ib Rammer and 12 inch Drop.
E. ASTM D1557 -Test Methods for Moisture-Density Relations of Soils and
+ Soil-Aggregate Mixtures Using 10 Ib Rammer and 18 inch Drop.
-
F. ASTM D2167 -Test Method for Density and Unit Weight of Soil in Place by
the Rubber Balloon Method.
G. ASTM D2487 -Classification of Soils for Engineering Purposes.
~"` H. ASTM D2922 -Test Methods for Density of Soil and Soil-Aggregate in Place
. by Nuclear Methods (Shallow Depth).
`.
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SECTION 02207
AGGREGATE MATERIALS
I. ASTM D3017 -Test Method for Moisture Content of Soil and Soil-Aggregate
in Place by Nuclear Methods (Shallow Depth).
- J. ASTM D4318 -Test Method for Liquid Limit, Plastic Limit, and Plasticity
Index of Soils.
1.4 SUBMITTALS FOR INFORMATION
A. Materials Source: Submit name of imported materials suppliers.
1.5 QUALITY ASSURANCE
A. Perform Work in accordance with New York State Department of
Transportation and Town standards.
PART 2 .PRODUCTS
2.1 AGGREGATE MATERIALS
A. Coarse Aggregate Type "1 ", No. 1 Crushed Stone
Crushed stone as described in the current New York State Department of
Transportation (NYSDOT) ~ Standard Specifications, Section 703 -
Aggregates, select material, satisfying Size Designation 1 and physical
requirements stated therein.
B. Coarse Aggregate Type " 2", No. 2 Crushed Stone
~.
Crushed stone as described in the current NYSDOT Standard
. Specifications, Section 703 -Aggregates, select material, satisfying Size
tr Designation 2 and physical requirements stated therein.
~r _ . C. Coarse Aggregate Type. " 3", No. 3 Crushed Stone
Crushed stone as described in the current NYSDOT Standard
Specifications, Section 703 -Aggregates, select material, satisfying Size
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Designation 3 and physical requirements stated t
D. Coarse Aggregate Type "4", No. 4 Crushed Stone
- Crushed stone as described in the current NYSDOT Standard
-~ ~ Specifications, Section 703 -Aggregates, select material, satisfying Size
i
n.
Designation 4 and physical requirements stated there
,,, 02207-2
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SECTION 02207
~.
AGGREGATE MATERIALS
E. Select Graded Gravel
Select graded gravel is a select material and shall conform to New York
State Department of Transportation (DOT) Specification 304-2.02. All
~"' materials shall be well graded from coarse to fine and free from organic or
other deleterious materials.
Gradation shall conform to the tables below:
Type 2 Subbase Course
Sieve Size Desi nation
2 inch
1/4 inch
No. 40
_ No. 200
Type 4 Select Graded Gravel
Sieve Size Designation
2 inch
1/4 inch
,,, No. 40
No. 200
Percent Passing by Weiaht
100
25 - 60
5-40
0-10
Percent Passing by Weiaht
100
30 - 65
5-40
0-10
Not more than thirty (30) percent, by weight, of the particles retained on a
one-half (1/2) inch sieve shall consist of flat or elongated particles. A flat or
elongated particle is defined herein as one which has its greatest dimension
more than three (3) times its least dimension.
F. Crusher Run
Crusher Run shall be a select material conforming to New York State
Department of Transportation (DOT) Specification NYSDOT Item 304.12,
Type 2. For Type 2, furnish materials consisting of approved Blast Furnace
) Slag, or of Stone which is the product of crushing or blasting ledge rock, or a
+~ blend of Blast Furnace Slag and Stone. All materials shall be free of debris,
waste, frozen or organic materials and other deleterious materials. All
materials shall be supplied from a NYSDOT approved source for course
aggregate.
Gradation shall conform to the table below:
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SECTION 02207
AGGREGATE MATERIALS
Sieve Size Designation Percent Passing by Weight
2 inch 100
~"' ~ 1/4 inch ~ 25 - 60
No. 40 5 - 40
~_ No. 200 0 - 10
G. Run-Of-Bank Gravel
~,,, Run of Bank Gravel shall be a select material with a naturally occurring
mixture of stones, and clayey and/or sandy soil particles, of varying sizes ,
3. which are generally the result of glacial deposition. Run-of-bank gravel shall
be a well integrated mixture of somewhat spherically shaped and flattish
type, round edged stones of Pike nature. No stones shall exceed two (2)
f inches in its greatest dimension. Colors may vary depending on geographical
locations. Run-of-bank gravel shall be free from overburden, refuse debris,
plant growth, woody vegetation, organic substances, loan or silt, and such
other deleterious materials. All run-of-bank gravel shall be approved by the
x
~ Engineer prior to its use.
H. Fine Aggregate -Sand
Sand shall be a select material and comply with ASTM C33; fine aggregate
natural or manufactured sand. Sand containing lumps clay, woody material,
+~ organic substances or an excess of 10% by volume of loam or split is not
acceptable.
I. Suitable Excavated Material
Suitable excavated material shall mean material consisting of mineral soil
(inorganic), blasted or broken rock and similar materials of natural or man-
made origin excavated from the trench, including mixtures thereof.
Maximum particle size shall not exceed 2/3 of the specified layer thickness
prior to compaction. Material containing cinders, industrial waste, sludge,
building rubble, land fill, excessive clay, much and peat or other deleterious
material shall be considered unsuitable for fill and backfill, except topsoil and
organic silt may be used as suitable material in landscape areas provided it
is placed in the top layer of the subgrade surface. Excessively wet material,
not capable of achieving satisfactory compaction will not be considered
suitable. All material shall be approved by the engineer prior to its use.
J. Blended Aggregate -Fine Stone Filling
~~
~- 02207-4
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"' •• SECTION 02207
AGGREGATE MATERIALS
~.. .
Fine stone filling shall meet the requirements of NYSDOT Standard
specification Section 620.
K. Blended Aggregate -Light Stone Filling
Light stone filling shall meet the requirements of NYSDOT Standard.
specification Section 620.,
L. Blended Aggregate -Medium Stone Filling
Medium stone filling shall meet the requirements of NYSDOT Standard
specification Section 620.
2.2 SOURCE QUALITY CONTROL
A. Section 01410 -Testing Source testing and analysis of aggregate material.
B. if tests indicate materials do not meet specified requirements, change
material source and retest at the sole expense of the Contractor. -
C. Provide materials of each type from same source throughout the Work.
PART 3 EXECUTION
1`~ 3.1 STOCKPILING
A. Stockpile materials on site at locations approved by the Engineer.
B. Stockpile in sufficient quantities to meet Project schedule and requirements
for each section of work to be performed.
C. Separate differing materials with dividers or stockpile apart to prevent mixing.
D. Direct surface water away from stockpile site so as to prevent erosion or
deterioration of materials.
'~"' 3.2 STOCKPILE CLEANUP
A. Remove stockpile, leave area in a clean and neat condition. Grade site
'~" surface to prevent free standing surface water.
,, 02207-5
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SECTION 02207
AGGREGATE MATERIALS
END OF SECTION 02207
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SECTION 02225
TRENCHING
~' PART 1 GENERAL
1.1 SECTION INCLUDES
A. Excavating trenches for water main utility installation.
B. Compacted fill for water main bedding.
~,,, C. Backfilling and compaction.
1.2 RELATED SECTIONS
A. Section 01410 -Testing Laboratory Services.
i,,. B. Section 01500 -Construction Facilities and Temporary Utilities.
C. Section 02205 -Soil Materials.
D. Section 02207 -Aggregate Materials.
~• E. Section 02229 -Rock Removal.
F. .Section 02667 -Site Water Lines.
G. Section 02800 -Erosion Control.
~ H. Section 02923 -Landscape Grading.
I. Section 03300 -Cast-in-Place Concrete: Concrete Fill.
'
1.3 REFERENCES
~"" A. AASHTO T180 -Moisture-Density Relations of Soils Using a 10-Ib Rammer
and an 18-in. Drop.
'~"' B. ASTM C136 -Method for Sieve Analysis of Fine and Coarse Aggregates.
C. ASTM D698 -Test Methods for Moisture-Density Relations of Soils and
Soil-Aggregate Mixtures, Using 5.5 Ib Rammer and 12 inch Drop.
fi' D ASTM D1556 -Test Method for Density of Soil in Place by the Sand-Cone
~` ~ . Method.
02225 - 1
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SECTION 02225
w TRENCHING
iW . __.
E. ASTM D1557 -Test Methods for Moisture-Density Relations of Soils and
Soil-Aggregate Mixtures Using 10 Ib Rammer and 18 inch Drop.
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- F. ASTM D2167 -Test Method for Density and Unit Weight of Soil in Place by
the Rubber Balloon Method.
- G. ASTM D2922 -Test Methods for Density of Soil and Soi{-Aggregate in Place
by Nuclear Methods (Shallow Depth).
H. ASTM D3017 - Test Methods for Moisture Content of Soil and
_ Soil-Aggregate Mixtures.
1.4 DEFINITIONS
A. Utility: Any buried pipe, duct, conduit, or cable.
1.5 FIELD MEASUREMENTS
A. Verify that survey bench mark, control point, and intended elevations for the
- . Work are as shown on drawings.
1.6 COORDINATION
A. Verify work associated with lower elevation utilities is complete before
placing higher elevation utilities.
..
PART 2 PRODUCTS
~"` 2.1 FILL MATERIALS
A. Fill Type: As specified in Sections 02205 and 02207.
B. Concrete: Conforming to Section 03300.
~` 2.2 ACCESSORIES
A. Support Fabric: Polypropylene Filaments.
'Y,
'~" 02225 - 2
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SECTION 02225
TRENCHING
PART 3 EXECUTION
3.1 PREPARATION
A. Identify required fines, levels, contours, stationing, piping, fittings and datum
locations.
B. Protect plant life, lawns, and other features remaining as a portion of final
landscaping.
C. .Protect bench marks, existing structures, fences, sidewalks, paving, and
curbs from excavating equipment and vehicular traffic.
D. Maintain and protect above and below grade utilities which are to remain
E. Conform with all erosion control requirements.
3.2 EXCAVATING -
A. Excavate subsoil required for utilities as shown on the contract plans.
B. Cut trenches sufficiently wide to enable installation and allow inspection.
Remove water or materials that interfere with Work.
C. Do not interfere with 45 degree bearing splay of foundations.
D. Hand trim excavation. Hand trim for bell and spigot pipe joints. Remove
loose matter.
E. Remove lumped subsoil, boulders, and rock up to 1/2 cubic yard, measured
by volume. Larger material will be removed under Section 02229, as
applicable.
~r.
F. Stockpile excavated material in area designated on site and remove excess
- material not being used, from site.
G. Cut out soft areas of subgrade not capable of compaction in place. Backfill
with Crusher Run (NYSDOT Item 304.12) and compact to density equal to or
greater than requirements for subsequent fill material.
~, H. Fill unauthorized excavations under other construction or utility pipe as
02225 - 3
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SECTION 02225
TRENCHING
directed by the Engineer.
3.3 BACKFILLING
A. Backfill trenches to contours and elevations with unfrozen fill materials. as
shown on the contract drawings and as directed by the Engineer.
B. Systematically backfill to allow maximum time for natural settlement. Do not
backfill over porous, wet, frozen, or spongy subgrade surfaces.
C. Place support fabric in locations as specified by the Engineer.
D. Embedment Material (Crushed Stone), Crusher Run and Subbase Course
(Select Graded Gravel) Fill: Place and compact materials in equal
continuous layers not exceeding 6 inches compacted depth. Provide a
minimum 95% standard Proctor density compaction.
E. R.O.B. Gravel and Suitable Excavated Material Fill : Place and compact
material in equal continuous layers not exceeding 8 inches compacted depth.
Provide a minimum 95% standard Proctor density compaction.
F. Employ a placement method that does not disturb or damage and utilities in
or around the trench.
G. Maintain optimum moisture content of fill materials to attain required
compaction density.
H. Remove any surplus fill materials not used from site.
3.4 TOLERANCES
A. Top Surface of General Backfilling: Plus or minus 1 inch (0.08 feet) from
required elevations.
3.5 FIELD QUALITY CONTROL
i`
A. Section 01410 -Testing Service: Field inspection and testing.
B. Compaction testing will be performed in accordance with ASTM D1556 or
ASTM D2922 and ASTM D3017.
C. If tests indicate compaction does not meet specified requirements, remove
fill, replace, compact, and retest at the sole expense of the Contractor.
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SECTION 02225 --
TRENCHING
D. The Engineer shall designate the time and location of all compaction testing.
The contractor shall provide for the services of a qualified compaction-testing
firm for each open cut road crossing and on five (5) separate occasions, with
an 8-hour testing period on each occasion.
3.6 PROTECTION OF FINISHED WORK
A. Reshape and re-compact fills subjected to vehicular traffic during
construction.
B. Protect work as specified in Sections 01500 and 01560.
END OF SECTION 02225
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SECTION 02229
ROCK REMOVAL
PART1 GENERAL
1.1 SECTION INCLUDES
A. Removal of discovered rock during excavation.
B. Explosives to assist rock removal.
C. Expansive .tools to assist rock removal.
1.2 RELATED SECTIONS
A. Section 02222 -Structural Excavating.
B. Section 02223 -Structural Backfilfing.
C. Section 02225 -Trenching.
1.3 SUBMITTALS
~~
A. General
1. If blasting is approved, provide at least 72 hours written notice prior to
performing any rock removal activities and conform to the applicable
sections herein.
B. Explosive Rock
r
_ 1. Conduct survey and document conditions of buildings near locations of
rock removal, prior to blasting and photograph existing conditions
~ identifying existing irregularities.
2. Advise owners of adjacent buildings or structures in writing, prior to
executing seismographic survey. Explain planned blasting and seismic
operations.
,,,, 3. Obtain a seismic survey prior to rock excavation to determine maximum
charges that can be used at different locations in area of excavation
- without damaging adjacent properties or other work.
r..
4. All surveys and written notices shall be approved by the Engineer in
writing prior to performing any blasting.
. Rock Removal 02229-1
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1.4 QUALITY ASSURANCE FOR USE OF EXPLOSIVES
A: Seismic Survey Firm: Company specializing in seismic surveys with five years
of documented experience.
B. Explosives Firm: Company specializing in explosives for disintegration of rock,
with five years documented experience.
1.5 REGULATORY REQUIREMENTS FOR USE OF EXPLOSIVES
A. Conform to all applicable New York State and local codes for explosive
disintegration of rock. Conform to Federal NFPA 495 Code for Manufacture,
Transportation, Storage and Use of Explosive Materials.
B. Obtain permits from authorities having jurisdiction before explosives are brought
to site or drilling is started.
1.6 BLASTING RECORDS
The Contractor shall submit a record of each blast no later than one working day
after detonation. The record shall include the following information:
a. Number, location, diameter, and depth of drill holes shown on a plan drawn
to scale.
b. Type and grade of explosive, size of cartridge and weight of explosive in
each hole.
c. Total amount of explosives in the blast and maximum pounds of explosive
per delay interval.
d. Delay arrangement scheme showing delay interval for each hole. Type and
brand of delays should also be shown.
e. Date and exact firing time of each blast.
f. Weather conditions at firing time.
g. Name of the responsible person in charge of loading and firing and the
blaster's permit number.
h. Signature and title of person making record entries.
Rock Removal ~ 02229-2
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~.
1.6 BLASTING RECORDS (CONY)
The Contractor shall also submit all vibration and air overpressure monitoring
records for each blast no later than one working day after the blast. The records
~. shall include the following:
i. Strip charts of peak particle velocity and air overpressure.
j. Summary of the maximum peak particle velocity and air overpressure,
including the identification of the blast.
k. Interpretation of the monitoring records.
1. Signature and title of the person in charge of monitoring.
PART2 PRODUCTS
2.1 ROCK
w
A. Rock shall comprise material in beds, ledges, unstratified masses,
conglomerate deposits, and boulders of rock material that exceed 0.5 cu. Yd,
for excavation and that cannot be removed by rock excavating equipment
equivalent to the following in size and performance ratings, without
systematic drilling, ram hammering, ripping, or blasting, when permitted.
1. Late-model, track-mounted hydraulic excavator; equipped with a 42-
inch wide ,maximum, short-tip-radius rock bucket; rated at not less
than 138-hp (103-kW) flywheel power with bucket-curling force of not
less than 28,090 Ibf and stick-crowd force of not less than 18,650 Ibf;
measured according to SAE J-1179.
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify site conditions and note subsurface irregularities affecting work of this
section. Notify Engineer of condition and do not proceed with any rock
removal until notified by the Engineer.
3.2 PREPARATION
A. Identify required fines, levels, contours, and datum.
B. Protect all existing structures, utilities, bench marks, fences, sidewalks, paving
and curb which are to remain.
.Rock Removal 02229-3
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~"" 3.3 EXPLOSIVE ROCK REMOVAL
~~ If blasting is an approved method, the Contractor shall employ only experienced
supervigors and workmen in the handling, loading, and firing of the explosives. The
Contractor shall comply with the requirements of Industrial Code Rule 39 of the
State of New York, Department of Labor, Board of Standards and Appeals, and the
~` - applicable sections of the labor law which, together with the -conditions indicated
herein, shall provide for the possession, handling, storage, and transportation of all
explosives used at the site.
Handling and blasting shall be in accordance with all Federal, State and local laws,
rules and regulations relating to the possession, handling, storage, and
transportation and use of explosives and all applicable fire codes.
Charges shall be of such size that the excavation will not be unduly large and shall
be so arranged and time that adjacent rock, upon or against which pipelines or
structures are to be built, will not be shattered.
All existing pipes or structures exposed during excavation shall be adequately
protected from damage before proceeding with the blasting. All blasts in open cut
i,,, shall be properly covered and adequately protected with blasting mats.
Monitoring of vibration and air overpressure produced by the Contractor's blasting
operations shall be performed by an independent consultant retained by the
Contractor at his own expense. Each detonation shall be monitored in at least two
locations. Additional locations shall be monitored if required.
Blasting procedures and explosive charges shall be designed so that vibration and
air overpressure at existing structures do not exceed the allowable values listed
below:
a. Vibrations: The peak particle velocity as measured by a 3-component
seismograph shall not exceed 1.0 inch per second at any adjacent habitable
buildings or structures. The peak particle velocity shall not exceed 2.0
inches per second elsewhere.
b. Air overpressure: Air overpressure shall not exceed 130 dB (A).
Any injury or damage to the work resulting from explosive rock removal or to existing
pipes, facilities, or structures shall be repaired or rebuilt by the Contractor at the
Contractor's sole expense. Whenever blasting may damage adjacent rock, pipes,
facilities, or structures, blasting shall be discontinued and the rock removed by other
methods. No separate payment will be made for this change in methods.
Rock Removal
02229-4
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3.3 EXPLOSIVE ROCK REMOVAL (CONY)
At no time shall an excessive amount of explosives be kept at the site of the work or
exceed amounts needed for five (5) working days. Such explosives shall be stored,
handled, and used in conformity with any and all applicable laws, regulations, and
codes. Accurate daily records shall be kept showing the amounts of explosives on
hand, both at the site and at any storage magazine, the quantities received and
issued, and the purpose for which issued.
The Contractor shall be responsible for any damage or injury to any persons,
property, or structures as a result of his handling, storage, or use of explosives.
Blasting caps, detonating primers and primed cartridges shall not be stored in the
same magazines with other explosives. Magazines are to be kept locked except
when being inspected or when explosives are being placed or removed.
3.4 ROCK REMOVAL BY A MECHANICAL METHOD
A Excavate and remove rock by the mechanical method.
B. Drill holes and utilize expansive tools, wedges or mechanical disintegration
compound as required to fracture rock.
C. Cut away rock at bottom of excavation to form level bearing.
3.5 ROCK CLEARANCE
iw A. In utility trenches for water main sizes of 10" or less in diameter, excavate to
6 inches below invert elevation of pipe and 24 inches wider than pipe
diameter. In utility trenches for water main sizes of 12" or more in diameter,
w excavate to 8 inches below invert elevation of pipe and 24 inches wider than
pipe diameter.
B. For structures, excavate to 6 inches underthe base elevation of the structure.
C. Remove excavated materials from site.
D. Correct unauthorized rock removal with backfill material in accordance with
either Section 02223 or 02225 as applicable, at the sole expense of the
Contractor.
END OF SECTION
Rock Removal
02229-5
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+r SECTION 02270
EROSION CONTROL
PART 1 -GENERAL
:~
1.1 DESCRIPTION
A. Erosion and Sediment Control measures in addition to restoration ofthe site.
B. Drawings and general provisions of the Contract, including General and
Supplementary Conditions and Division 1 Specification Sections, apply to
this Section.
1.2 SUMMARY
A. Furnish all labor, equipment and materials required to complete all work
associated with providing erosion and sedimentation control grading, site grading
and preparation of pavement and structure subgrade, and other related and
incidental work as required to complete the work on the Drawings and specified
herein.
B. All excavations shall be in conformity with the lines, grades, and cross sections
shown on the Drawings or established by the Engineer.
C. It is the intent of this Specification that the Contractor conduct the construction
activities in such a ~ manner that erosion. of disturbed areas and off site
sedimentation be absolutely minimized.
D. All work under this Contract shall be done in conformance with and subject to the
limitations of the New York Standards and Specifications for Erosion & Sediment
it Control, and the Storm Water Pollution Prevention Plan (SWPPP), in accordance
with the applicable portions of the New York State Pollution Discharge Elimination
System (NYSPDES).
rr
E. The following excerpts from the regulations are particularly important:
~r- 1. ...slopes left exposed will, within 21 working days of completion of any phase
of grading, be planted or otherwise provided with ground cover, devices, or
structures sufficient to restrain erosion...
• 2. ...a ground cover sufficient to restrain erosion must be planted or otherwise
provided within 21 working days on that portion of the tract (disturbed area)
upon which further active construction is not being undertaken...
iwr
F. Due to the nature of the work required by this Contract, it is anticipated that the
Vocation and nature of the erosion and sedimentation control devices will be
~. adjusted on several occasions to reflect the current phase of construction. Erosion
and sedimentation control devices shall be established prior to or concurrent with.
02270-1
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SECTION 02270
EROSION CONTROL
,,, the clearing operations in a given area. Where such practice is not feasible, the
erosion and sedimentation control device(s) shall be established immediately
following completion of the clearing operation.
~-
G. The construction schedule adopted by the Contractor will impact the placement
and need for specific devices required for the control of erosion. The Contractor
shall develop and implement such additional techniques as may be required to
minimize erosion and off-site sedimentation. The location and extent of erosion
and sedimentation control devices shall be revised at each phase of construction
~, that results in a change in either the quantity or direction of surface runoff from
constructed areas. All deviations from the erosion and sedimentation control
provisions shown on the Drawings shall have the prior acceptance of the Engineer.
~ H. Erosion and sedimentation controls applicable to this project shall include but not
be limited to the following items of work:
i
1. Provide temporary sedimentation basins or tanks for the settling of water
$: pumped from the excavations or intercepted by drainage ditches for keeping
water out of the excavations or to protect existing structures. The Contractor
shall remove trapped sediments from the basins or tanks as necessary to
maintain their effectiveness or as indicated by the Engineer. Sediment
material removed from the basins shall be disposed off site by the Contractor
at no additional cost to the Owner.
2. Temporary diversion ditches shall be constructed adjacent to disturbed areas
r. as shown on the Drawings to collect surface runoff from disturbed areas and
direct the runoff to the temporary sediment basins or to divert non-sediment
Paden runoff away from undisturbed areas and/ortemporary sediment basins.
r All such temporary diversion ditches shall terminate with temporary sediment
basins as shown on the Drawings, unless diverting non-sediment laden
runoff.
+~ 3. Provide temporary sediment basins at locations shown on the Drawings and
at other locations indicated by the Engineer.
4. Erect silt fence at locations shown on the Drawings and at other locations
indicated by the Engineer.
5. Provide gravel and riprap filter berm basins at locations shown on the
Drawings and at other locations indicated by the Engineer.
~"' 6. Provide temporary or permanent ground cover adequate to restrain erosion
on erodible slopes or other areas that will be left un-worked for periods
' exceeding 21 calendar days.
"'! 7. Construct 50-foot minimum temporary gravel buffer construction entrances
as specified herein or as shown on the Drawings from public or private roads
to all paved access roads used by the Contractor. The Contractor shalt
~"" maintain the gravel buffers for the Contract duration or until final pavement,
where applicable, has been constructed.
02270-2
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SECTION 02270
EROSION CONTROL
8. Provide other types of erosion and sedimentation control devices at the
locations shown on the Drawings, or as specified herein.
1.3 SUBMITTALS
A. Prior to the start of the work, prepare and submit a plan for applying temporary and
permanent erosion and siltation control measures. Construction work shall not
~"` commence until the schedule of work and the methods of operations have been
reviewed and approved.
B. In accordance with the procedures and requirements set forth in the General
- Conditions Division 1, the Contractor shall submit the following:
~"'~ 1. Name and location of all material suppliers.
2. Certificate of compliance with the standards specified above for each source
of each material.
~"' 3. List of disposal sites for waste and unsuitable materials and all required
- permits for use of those sites.
1.4 QUALITY ASSURANCE
A. Codes and Standards
1. Without limiting the generality of other requirements of these
specifications, all work hereunder shall conform to the applicable
requirements of the referenced portions of the following documents,
to the extent that the requirements therein are not in conflict with the
provisions of this Section.
a. Local Erosion and Sedimentation Control Code ~
Requirements.
1.5 WARRANTEE
A. All restoration and re-vegetation work shall be subject to the one-year
warrantee period of the Contract as specified in the General conditions
herein.
~., 1.4 RELATED SECTIONS
A. Section 01500 -Construction Facilities and Temporary Controls.
r.
02270-3
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ii.
SECTION 02270
EROSION CONTROL
B. Section 01560 -Temporary Controls.
C. Section 02225 -Trenching.
D. Section 02600 -Restoration and Replacement of Paving and Improvements.
E. Section 02667 -Project Water Mains.
PART 2 -PRODUCTS
2.1 MATERIALS
A. Materials for use in erosion and sedimentation control devices shall be in
accordance with the New York Erosion and Sediment Control Planning and Design
Manual.
B. Silt Fence shall be a woven geotextile filter fabric made specifically for sediment
control. Filter fabric shall not rot when buried and shall resist attack from soil
chemicals, alkalies and acids in the pH range from 2 to 13, and shall resist
damage due to prolonged ultraviolet exposure. Filter fabric shall be Type FX-II, as
manufactured by Carthage Mills, Geotex 910SC as manufactured by Synthetic
Industries, Inc., Amoco 2130 as manufactured by Amoco Fabrics & Fibers, Co., or
approved equal
C. Filter fabric for the silt fence shall have the following minimum properties:
Value Test Method
Grab Tensile Strength 100 Ibs ASTM D 4632
Grab Elongation 15°/D ASTM D 4632
Trapezoid Tear Strength 50 Ibs ASTM D 4533
Mullen Burst Strength 265 Ibs ASTM D 3786
Puncture Strength 58 Ibs ASTM D 3787
Retained Strength
(500 hrs. accelerated UV exposure) 80°/D ASTM D4355
Filtration Efficiency 75°/D VTM-5 I
Flow Rate 10 gal/mm/ft2 ASTM D4491
Height 36 inches
D. Posts for silt fence shall be steel and shall have the following properties:
ASTM Designation:
Length:
Weight:
Area of Anchor Pfate
ASTM 702
5-Feet Long (T-Type)
I .25#fFoot (mm.)
14 Sq. In.
02270-4
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SECTION 02270
EROSION CONTROL
germination inhibiting factors. The agent shall be used for hydroseeding grass
+~- seed in combination with other approved amendments resulting in a highly viscous
slurry which, when sprayed directly on the soil, forms a gelatinous crust.
2.6 STRAW WITH NET TEMPORARY DITCH LINING /EROSION CONTROL
~~ FABRIC
A. The Contractor shall place straw with net temporary ditch lining in ditches, slopes
to be protected and areas to be stabilized as shown on the Drawings. The blanket
shall consist of clean wheat straw from agricultural crops made into a knitted straw
blanket that is machine assembled. The straw shall be evenly distributed
throughout the blanket. The blanket shall be covered with a photodegradable
synthetic mesh attached to the straw with degradable thread.
B. The Contractor shall place the straw with net temporary liner where directed
immediately after the ditch, or slope has been properly graded and prepared,
fertilized, and seeded. The netting shall be on top with the straw in contact with the
soil.
C. The Contractor will immediately repair or replaced any section of straw with net
ditch lining /erosion control fabric, which is not functioning properly or has been
damaged in any way until a stable growth of grass has been established.
D. Straw with net shall be North American Green S 150 matting, ECS High Velocity
Straw Mat, Contech High Velocity Ero Mat, or approved equal with a minimum
shear stress value of 1.60 Ib/ft2.
2.7 CURLED WOOD MAT TEMPORARY DITCH LINING/ EROSION CONTROL
FABRIC
A. The Contractor shall place curled wood mat temporary ditch lining /erosion control
fabric in ditches, slopes to be protected and areas to be stabilized, as shown on
the Drawings. The mat shall consist of machine-produced mat of curled wood
excelsior with a majority of the fibers 6 inches or longer with consistent thickness
and the fibers evenly distributed over the entire area of the blanket. The top of the
mat shall be covered with a biodegradable synthetic mesh. The mesh shall be
attached to the curled wood exterior with photodegradable synthetic yarn.
~,,, B. The Contractor shall place the curled wood mat temporary liner where directed
immediately after the ditch, slope or area has been properly graded and prepared,
fertilized, and seeded. The mesh shall be on top with the wood fibers in contact
with the soil.
02270-6
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SECTION 02270
«~
EROSION CONTROL
C. The Contractor will immediately repair or replace any section of mat, which is not
functioning properly or has been damaged in any way until a stable growth of
grass has been established.
D. Curled wood mat shall be Excelsior High Impact, North American Green C 125,
Contech Excelsior Erosion Blankets (Super Plus) or equal matting with a minimum
-shear stress value of 2.0 Ib/ft2.
2.8 SYNTHETIC MAT PERMANENT DITCH LINING /EROSION CONTROL FABRIC
A. The Contractor shall place synthetic mat permanent ditch lining /erosion control
Fabric in ditches, slopes to be protected and areas to be stabilized as shown on
the Drawings. The mat shall consist of entangled nylon, polypropylene or polyester
monofilaments mechanically joined at their intersections forming a three
dimensional structure. The mat shall be crush-resistant, pliable, water-permeable,
and highly resistant to chemical and environmental degradation.
B. The Contractor shall place the synthetic mat where directed immediately after the
ditch, slope or area has been properly graded and prepared.
C. After the mat has been placed, the area shall be properly fertilized and. seeded as
'` specified allowing the fertilizer and seeds to drop through the net.
D. The Contractor will immediately repair or replace any section of mat which is not
functioning properly or has been damaged in any way until a stable growth of
grass has been established.
E. Synthetic mat shall be Enkamat 7020 as manufactured by Akzo Industrial Systems
~ Co., Synthetic Industries Landlock Erosion Mat TRM TI 060, Miramat 1800 as
manufactured by Mirafi, or-equal matting with a minimum shear stress value of 3.5
Ib/ft2.
PART 3 -EXECUTION
3.1 EROSION AND SEDIMENTATION CONTROL DEVICES
A. The following erosion and sedimentation control devices shall be incorporated into
the work. Other devices, as necessary and acceptable to the Engineer shall be
installed as required.
1. Temporary Sediment Basins or Tanks shall be constructed at the locations
shown on the Drawings, at the termination of all temporary diversion ditches
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~'` SECTION 02270
EROSION CONTROL
diverting sediment laden runoff, and at other locations indicated by the
Engineer. Temporary sediment basins or tanks shall be constructed by
,excavating the appropriate size rectangular basin and constructing crock-fill
dam on the discharge end to form a sediment trap. Unless otherwise shown,
temporary sediment basins shall be spaced to limit the maximum tributary
drainage area to less than or equal to 5 acres.
2. Temporary Diversion Ditches shall be constructed at the locations shown on
the Drawings, and at other locations indicated by the Engineer. Dimensions
shall be as shown on the Drawings.
3. Slit Fence shall be constructed at the locations shown on the Drawings, and
at other locations indicated by the Engineer.
4. Stone Filters shall be constructed at the locations shown on the Drawings,
~,, and at other locations indicated by the Engineer. Dimensions shall be as
shown on the Drawings.
5. Stone Check Dams shall be constructed at the locations shown on the
~,,, Drawings, and at other locations indicated by the Engineer. Dimensions shall
be as shown on the Drawings.
6. Yard Inlet Erosion Control Measures shall be constructed at the locations
shown on the Drawings, and at other locations indicated by the Engineer.
Dimensions shall be as shown on the Drawings.
7. Drop Inlet Erosion Control Measures shall be constructed at the locations
.., shown on the Drawings, and at other locations indicated by the Engineer.
w,,, 3.2 INSTALLATION
A. Due to the nature of the work required by this Contract, it is anticipated that
;, the location and nature of the erosion and sedimentation control devices will
be adjusted on several occasions to reflect the current phase of construction.
` Erosion and sedimentation control devices shall be established prior to or
concurrent with the clearing operations in a given area. Where such practice
is not feasible, the erosion and sedimentation control device(s) shall be
established immediately following completion of the clearing operation.
B. The construction schedule adopted by the Contractor will impact the
placement and need for specific devices required for the control of erosion.
~,,,, The Contractor shall develop and implement such additional techniques as
may be required to minimize erosion and off site sedimentation. The location
and extent of erosion and sedimentation control devices shall be revised at
each phase of construction that results in a change in either the quantity or
direction of surface runoff from construction areas. All deviations from the
erosion and sedimentation control provisions shown on the Drawings shall
have the prior acceptance of the Engineer.
02270-8
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~,, SECTION 02270
EROSION CONTROL
C. The Contractor shall furnish the labor, maferials and equipment required for
routine maintenance of all erosion and sedimentation control devices.
Maintenance shall be scheduled as required for a particular device to
maintain the removal efFciency, and intent of the device. Maintenance shall
include but not be limited to 1) the removal and satisfactory disposal of
trapped sediments from basins or silt barriers and 2) replacement of filter
fabrics used for silt fences. Sediments removed from erosion and
sedimentation control devices shall be disposed of in locations that will not
result in off site sedimentation as acceptable to the Engineer.
D. The Contractor shall provide temporary or permanent ground cover adequate
to restrain erosion on all disturbed areas that will be left unworked for periods
exceeding 21 days.
E. The Contractor shall provide temporary sedimentation basins for the settling
of water pumped from the excavations or intercepted by drainage ditches for
keeping water out of the excavations or to protect existing structures. The
Contractor shall remove trapped sediments from the basins as necessary to
maintain their effectiveness or as indicated by the Engineer. Sediment
material removed from the basins shall be disposed off site by the Contractor
at no additional cost to the Owner.
F. Riprap shall be graded so that the smaller stones are uniformly distributed
through the mass. The Contractor may place the stone by mechanical
methods, augmented by hand placing where necessary or ordered by the
Engineer. The placed riprap shall form a property graded, dense, neat layer
of stone. The placed riprap shall have a minimum depth of 24 inches.
G. Stone for erosion control shall be dumped and placed in such manner that
the larger rock fragments are uniformly distributed throughout the rock mass
and the smaller fragments fill the voids between the larger fragments.
Rearranging of individual stones by equipment or by hand shall only be
required to the extent necessary to secure the results specified above and to
protect structures from damage when rock material is placed against the
structures.
H. Silt fence shall be erected as shown on the Drawings and specified herein.
Silt_fence shall be erected and maintained to the satisfaction of the Engineer
until a vegetative ground cover has been established. Proper maintenance
,will include, but not be limited to, the periodic removal of trapped sediments
and replacement of the filter fabric should it deteriorate to a point that, in the
opinion of the Engineer, it will no longer provide an adequate run off filter.
Replacement of the filter fabric, if required by the Engineer, will be at the
Contractor's expense.
02270-9
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~:
lire
f
SECTION 02270
EROSION CONTROL
r.
1. Silt fence shall be erected around all catch basins, which are located
downstream from any construction work. Should any catch basins be
indicated to be relocated or modified, silt fence shall be utilized until
work is completed on the catch basins. Upon completion of the
modification, the area shall be rough graded, as shown on the
Drawings, until the end of the project, at which time final grading shall
occur.
2. Upon completion of the project, the Contractor shall remove all sift
fence in areas where a stand of grass has been established and
erosion is no longer evident. Removal of the remainder of the silt
fence shall occur as other areas are .established. Removal of any silt
fence shall be permitted only with the prior approval of the~Engineer.
Engineer may direct the Contractor to place Straw with Net, Curled Wood
Mat Temporary Ditch Linings /erosion control fabric and Synthetic Mat
Permanent Ditch Lining /erosion control fabric at other locations not shown
on Drawings.
1. All temporary and permanent ditch finings shall be unrolled in the
ditch in the direction of the flow of water. Temporary finings shall
- overlap the buried end of the downstream blanket by a minimum of 6
inches. Permanent linings shall overlap a minimum of 3 feet. All
anchor trenches shall be a minimum of 12 inches deep. All mat shall
be stapled as per manufacturer's specifications.
J. Additional Requirements
1. All storm sewer piping shall be blocked at the end of every working
day until the inlet is constructed above grade.
2. All streets around the construction area shall be scraped as
necessary to prevent accumulation of dirt and debris.
3. The Contractor shall provide adequate means to prevent any
sediment from entering any storm drains (curb inletfilterbox), ditches,
streams, or bodies of water downstream of any area disturbed by
construction. Excavation materials shall be placed upstream of any
trench or other excavation to prevent sedimentation of offsite areas. In
areas where a natural buffer area exists between the work area and
the closest stream or water course, this area shall not be disturbed.
4. The Engineer may direct the Contractor to place any additional
sediment and erosion control devices at other locations not shown on
the Drawings.
~" END OF SECTION 02270
02270-10
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SECTION 02446
HORMONAL DIRECTIONAL DRILLING
~ PART 1 -GENERAL
~"' 1:1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and
~`" Supplementary Conditions and Division 1 Specification Sections, apply to
this Section.
1.2 SUMMARY
A. The work of this section consists of furnishing and installing underground
utilities using the horizontal directional drilling (HDD) method of
installation, also commonly referred to as directional boring or guided
horizontal boring. This work shall include all services, ec}uipment,
materials and labor for the complete and proper installation, testing,
restoration of underground utilities, environmental protection and site
restoration.
B. Related Sections:
~""' 1. Division 2 Section "Project Water Mains" for water piping..
2. Division 2 Section "UNDERGROUND UTILITY INSTALLATIONS
c: WITHIN THE COUNTY HIGHWAY RIGHT-OF-WAYn for work
~'" performed within the County R.O.W.
1.3 SUBMITTALS
A. Informational submittals:
1. Presentation of similar experience in the last 3 years.
a. Include, but not limited to, owner name, address, telephone
number, contact person, date arid duration of work, location,
pipe information, and contents handled by pipeline.
b. Supervisory field personnel and historical infom~ation of
HDD experience.
2. Working Drawings and written procedure describing in detail the
proposed method and schedule to complete the work including, but
not limited to:
HORMONAL DIRECTIONAL DRILLING 02446-1
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a. Size, capacity and arrangement of equipment.
b. Location and size of drilling and receiving pits.
c. Dewatering and Fnethods of removing spoils material.
- d. Method of installing detection wire and pipe.
e. Type, location and method of installing locator station.
f. Method of fusion pipe segment and type of equipment.
g. Type of cutting head.
h. Method of monitoring and controlling fine and grade.
3. Detection of surface movement.
4. Bentonite drilling mud for information only:
1) Products information, material specifications, and handling
procedures.
2) Material safety data sheet and special precautions required.
3) Method of mixing and application.
B. Product Data: For the following:
~ 1. Detection wire
1.4 PROJECT CONDITIONS
A. Existing Utilities: Do not interrupt utilities serving facilities occupied by
,,, Owner or others unless permitted in writing by Engineer and then only
after arranging to provide temporary utility services according to
requirements indicated.
~.
1. Notify Engineer not less than two days in advance of proposed
utility interruptions.
~,,, 2. Contact utility-locator service for area where Project is located
before excavating.
PART 2 -PRODUCTS
2.1 MANUFACTURERS
A. In other Part 2 articles where titles below introduce lists, the following
requirements apply to product selection:
.. 1. Available Manufacturers: Subject to compliance with requirements,
manufacturers offering prgducts that may be incorporated into the Work
~"" ~ include, but are not limited to, manufacturers specified.
HORIZONAL DIRECTIONAL DRILLING
~.
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2.2 PIPING MATERIALS
A. Refer to Division 2 Section "Project Water Mains" for water piping.
2.3 DRILLING FLUID
` A. Bentonite dri{ling mud compatible with the environment.
B. Waste oil or environmentally non-compatible polymers cannot be part of
~` composition.
2.4 DETECTION WIRE
A. TW, THW, THWN, or HMWPE insulated copper, 10 gauge or thicker wire
-PART 3 -EXECUTION
,,,,, 3.1 GENERAL
A. At least one of the HDD field supervisors. fisted in the informational
` submittal must be on site when HDD operations are in progress.
- 3.2 PREPARATION
A. Excavate pits following Division 2 Section 'Trenching."
B. Provide equipment to guard against electrocution and an alarm system on
drilling equipment capable of detecting electrical current as it approaches
electric lines.
C. Test pit underground utilities crossing before HDD operation following.
3.3 OPERATION
A. General.
1. Subsurface investigation, if deemed necessary, shall be provided prior to
bids by the contractor. No additional payments will be made if rock is
~• encountered or if soil conditions require additional construction time and
equipment. Proper equipment and methods shall be used in rock and soil
bores to insure proper grades, elevations and separations.
HORIZONAL DIRECTIONAL DRILLING 02446-3
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2. Determine drilling length and equipment pull strength for type of soil
encountered.
3. Provide method to control line and grade.
a. Provide and maintain instrumentation that accurately locates pilot
hole.
b. Drill pilot hole along path following Drawings to these tolerances:
1) Vertical alignment plus or minus 0.5 foot. Vertical .path of the
pilot hole must not establish new. high points not shown on
Drawings.
2) Horizontal alignment plus or minus 1.0 foot.
c. Include electronic monitoring of the horizontal and vertical drilling
head location. Obtain an accuracy range within 1 inch of actual
position of the pipeline. Record position readings at a maximum of
10 foot intervals.
d. At completion of pilot hole drilling, furnish Engineer tabulations of
horizontal and vertical alignment.
4. When water is encountered.
a. Provide and maintain a dewatering system of sufficient capacity to
remove water.
b. Keep excavation free of water until backfill operation is in progress.
c. Perform dewatering in such a manner that removal of soil particles
are held to a minimum.
d. Dewater into a sediment trap in accordance with the NYS Standards
and Specifications for Erosion and Sediment Control, latest edition.
5. Maintain close observation to detect settlement or displacement of surface
and adjacent facilities.
a. Notify Engineer immediately if settlement or displacement is
detected.
b. Act to maintain safe conditions and prevent damage.
B. Drilling Operation.
~. 1. Drilling Fluids.
a. Maintain drilling fluid in bore hole to increase stability of the
surrounding soil and reduce drag on pulled pipe.
b. Transport and dispose of excess drilling fluid and other spoils at a
disposal site following laws, ordinances, rules, and regulations of
State and local jurisdiction.
c. Minimize drilling fluid at locations other than entry and exit points.
Immediately clean up any drilling fluids that inadvertently surface.
d. Provide clean water for drilling.
2. Pilot Hole Drilling.
a. Angle entry hole so that curvature of pilot hole does not exceed
allowable bending radius of HDPE pipe.
`~"' b. Be able to make a turn of up to 90 degrees and maintain a curvature
not to exceed allowable bending radius of HDPE pipe.
`' c. Alignment Adjustment and Restarts.
ih.
HORIZONAL DIRECTIONAL DRILLING 02446-4
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1) Follow pipeline alignment on Drawings within tolerances
specified herein.
.~ 2) Notify Engineer when forward motion of operation is stopped by
an obstruction.
- a) Abandon in place with drilling fluid, unless Engineer
~• directs otherwise.
-. b) Upon Engineer's approval, attempt a second installation
at approved location.
~• d. Exercise caution including, but not limited to, locating existing
- utilities.
3.4 INSTALLATION
~„ A. Installing HDPE Pipe.
1. Provide a swivel to reaming assembly anct pull section of pipe to
minimize torsional stress on pull section after drilling pilot hole.
% 2. Hold reaming diameter to 1.5 times the outside diameter of HDPE
pipe being installed.
3. Protect pull section as it proceeds during pull back so that it moves
~._ freely and is not damaged.
4. Pull detection wire along with HDPE pipe. Exterid wire into locator
station at each end of HDPE pipe.
~• 5. When connecting to adjacent pulled or non-pulled section of HDPE
pipe, allow pull section of pipe to extend past termination point.
Make tie-ins no sooner than 24 hours after pullback of HDPE pipe.
~ 6. Test pit pipe installation to verify horizontal and vertical alignment at
Engineer's direction.
a. One test pit for every 500 feet along length of pipeline.
b. Engineer may order additional test pit for each test pit that
reveals pipeline installation is not in compliance with the
'~" Contract Documents at no additional cost to the Owner.
7. Replace portions of the pipeline not in compliance with the Contract
Documents at Engineer's direction and at no additional cost to the
Owner.
3.5 FIELD QUALITY ASSURANCE
A. Perform field testing of HDPE pipe following Division 2 Sections "Project
Water Mains", "Pressure Testing and- Disinfection of Water Distribution
System" and the project drawings.
r.. END OF SECTION
~r.
HORIZONAL DIRECTIONAL DRILLING 02446-5
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SECTION 02600
RESTORATION AND REPLACEMENT
OF PAVING AND IMPROVEMENTS
PART1 GENERAL
1.1 SECTION INCLUDES
A. Various types of street surfaces, shoulders, gutters, culverts, sidewalks,
. - fences, signs, guide rails, curbs, mailboxes, driveways, walls, lawns, trees,
shrubs, etc. disturb, damaged or destroyed during work shall be restored
and/or replaced and maintained as specified herein as shown and directed.
B. The finished pavements, shoulders, sidewalks, guide rails, curbs, driveways,
gutters, lawns, trees, shrubs, and culverts shall be maintained in satisfactory
condition during a period of one year following final acceptance of the work.
-1.2 RELATED SECTIONS
A. Section 01380 -Construction Photographs.
B. Section 02205 -Soil Materials.
C. Section 02207 -Aggregate Materials.
D. Section 02225 -Trenching.
E. Section 02936 -Seeding.
F. Section 02950 -Trees, Plants and Ground Cover.
G. Section 03300 -Cast-In-Place Concrete.
1.3 QUALITY ASSURANCE
A. A schedule of replacement operations shall be worked out by the Contractor
and approval of the Engineer shall be obtained. The program shall be
adhered to and, any deviation shall be approved by the Engineer.
B. Concrete mix design for structural concrete or k-crete shall be submitted for
approval in conformance with Section 03300.
~.
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{i_
~" SECTION 02600
RESTORATION AND REPLACEMENT
OF PAVING AND IMPROVEMENTS
C. Construction Photographs shall be taken prior to and after construction
activities as indicated in Section 01380.
PART2 PRODUCT
,,,, 2.1 QUALITY
A. The materials used in the restoration or replacement shall produce a street
~,, surface, shoulder, sidewalk, curb, gutter, lawn, tree, shrub, culvert, guide rail,
mailbox, driveway or fences, equal to or better than the condition of each
before the work began or as shown on the Drawings.
,..
2.2 BITUMINOUS PLANT MIX PAVEMENT OR BITUMINOUS TREATED SURFACE-
. FLEXIBLE BASE
A. Where the existing pavement or surface specified in bituminous plant mix
material or bituminous surface treatment and the base consists of a flexible
material such as gravel or crushed stone, the base shall consist of a twelve
(12) inch compacted thickness of foundation material conforming to
SUBBASE course as described in Section 02207.
B. Placing and compacting of the SUBBASE course material shall conform to
the methods described in the above referenced specifications for SUBBASE
Course. The surface replacement shall consist of a bituminous BINDER
course for roadways or as shown on the drawings or a bituminous SURFACE
course for sidewalks and driveways conforming to the NYSDOT
SPECIFICATION requirements for Bituminous Plant Mix Pavements.
2.3 BITUMINOUS CONCRETE PAVEMENT SURFACE -RIGID BASE
A. Where the existing pavement surface is bituminous, the base replacement
shall consist of a minimum of twelve (12) inches of SUBBASE Course and
six (6) inches Portland Cement Concrete Base. Portland Cement Concrete
shall have a compressive strength of four thousand (4,000) pounds per
square inch at twenty-eight (28) days.
Construction methods for the aggregate and concrete base course shall
~ conform to the current requirements of the NYSDOT SPECIFICATIONS.
The surface replacement shall consist of a bituminous BINDER course
conforming to the NYSDOT SPECIFICATION, Section 400.
2.4 PORTLAND CEMENT CONCRETE PAVEMENT SURFACE
~+~. 02600-2
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SECTION 02600
r.
RESTORATION AND REPLACEMENT
OF PAVING AND IMPROVEMENTS
A. Where the existing pavement surface is Portland Cement Concrete, the
pavement replacement shall consist of concrete pavement similar to the
pavement removed. The depth of the replacement pavement shall equal the
„~ - depth of the existing pavement or as shown on the contract plans.
Construction methods for Portland Cement Concrete Pavement shall
conform to the current requirements of the NYSDOT SPECIFICATIONS for
~„ Portland Cement Concrete Pavements or as required by these contract
documents. Pavement joints in the replacement surface shall conform to
and match the joints in the adjacent pavement area.
2.5 GRANULAR MATERIALS
+r• Granular materials shall be as defined in Section 02207.
~• PART 3 .EXECUTION
3.1 PERMANENT PAVEMENT SUBBASE BINDER COURSE OR WEARING
~ SURFACE APPLICATION
'' A. SUBBASE courses shall be completely compacted by approved vibratory
'~"' equipment or mechanical or pneumatic tampers intended for this purpose.
Binder course (for roadway and access drive) or surface course (for
sidewalks and driveways) shall be rolled uniformly with ten-ton steel tire
~"' roller.
3.2 GUTTERS AND CULVERTS
A. The Contractor shall permanently repair and replace all gutters and culverts,
where the same have been broken, injured, or disturbed by the Contractor, in
executing any of the work covered by the Contractor. The Contractor shall
restore the same in a manner, to a condition and with material, either new or
old as required, similar and equal to that existing before such construction
was made, or as otherwise directed by the Engineer.
3.3 CONCRETE SIDEWALKS
A. The concrete sidewalk shall be installed over 4" thick properly compacted
uniformly distributed foundation material.
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~" SECTION 02600
RESTORATION AND REPLACEMENT
OF PAVING AND IMPROVEMENTS
B. Concrete sidewalks are to be installed to match the grades on either side of the
disturbed area, and as near to the existing location as possible. Concrete sections shall
not exceed twenty feet in length, shall be replaced to the nearest existing joint and are to
be provided with apre-cut expansion joint material as approved by the Engineer. Concrete
sidewalks are to be installed equal to that which is disturbed or removed or in accordance
with the standard details as indicated on the Contract Drawings, or as otherwise directed
by the Engineer.
C. Upon removal of the forms and final finishing, all sidewalks shall be cured in
accordance with the requirements of Section 03300. The Contractor shall
submit .data and the manufacturer's specifications for the curing method to
be utilized. .
3.4 FENCES GUIDE RAIL STONE WALLS, CURBS, SIGNS
A. Where it is necessary to remove a fence, guide rail, stone walls, curbs, signs
or portion thereof, the Contractor shall carefully remove and preserve such
and, upon completion of the work at that point, shall restore the fence, guide
rail, or stone wall to its original position or as shown on the Drawings, or
directed in as good condition as it was before removal.
B. Any damage caused by the operations of the Contractor under this Contract
to either the unmoved or the removed portions shall be restored or replaced
by the Contractor at their expense.
3.5 GRANULAR SURFACE ROADS AND DRIVES
A. The Contractor shall furnish all labor, materials, tools and equipment to
restore all disturbed granular surface roads, drives and parking areas as
shown on the plans or as ordered by the Engineer.
Material shall be placed and compacted as described on the plans or as
specified in Sections 02207 and 02225.
r
3.6 LAWNS, TREES AND SHRUBS
A. As specified in Sections 02923, 02936 and 02950.
END OF SECTION 02600
+~ 02600-4
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SECTtUN 02667 -
PROJECT WATER MAINS
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Pipe and fittings for project water mains.
B. Valves, Hydrants and Services.
1.2 RELATED SECTIONS
A. Section 01700 -Contract Closeout
B. Section 02205 -Soil Materials.
C. Section 02207 -Aggregate Materials.
D. Section 02225 -Trenching.
E. Section 02229 -Rock Removal.
F. Section 02675 -Disinfection and pressure testing of Water Distribution
Systems: Disinfection of site service utility water piping.
G. Section 03300 -Cast-in-Place Concrete.
H. Section 03400 -Precast Concrete.
1.3 REFERENCES
A. AASHTO T180 -Moisture-Density Relations of Soils Using a 10-Ib Rammer
and an 18-in. Drop.
B. ASME B16.18 -Cast Copper Alloy Solder Joint Pressure Fittings.
C. ASME B16.22 -Wrought Copper and Copper Alloy Solder Joint Pressure
Fittings.
D. ASTM 8-62 -Bronze Parts Used in Pipe Valves.
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SECTION 02667
PROJECT WATER MAINS
rr -
E. ASTM B88 -Seamless Copper Water Tube.
F. ASTM D698 -Test Methods for Moisture-Density Relations of Soils and
Soi{-Aggregate Mixtures, Using 5.5 Ib. Rammer and 12 inch Drop.
G. ASTM D1557 -Test Methods for Moisture-Density Relations of Soils and
Soil-Aggregate Mixtures Using 10 Ib. Rammer and 18 inch Drop.
H. ASTM D1785 -Poly (Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80,
and .120.
I. ASTM D2241 -Poly (Vinyl Chloride) (PVC) Plastic Pipe(SDR-PR).
J. ASTM D2466 -Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule
40.
K. ASTM D2855 -Making Solvent-Cemented Joints with Poly (Vinyl Chloride)
(PVC) Pipe and Fittings.
L. ASTM D2922 -Test Methods for Density of Soil and Soil-Aggregate in Place
`"" by Nuclear Methods (Shallow Depth).
M. ASTM D3017 - Test Methods for Moisture Content of Soil and
~` Soil-Aggregate Mixtures.
N. ASTM D3139 -Joints for Plastic Pressure Pipes using Flexible Elastomeric
Seals.
O. ASTM D3035 -Polyethylene (PE) Plastic Pipe (SDR-PR) Based on
Controlled Outside Diameter.
P. AWS A5.8 -Brazing Filler Metal.
Q. AWWA C104 -Cement-Mortar Lining for Ductile-Iron Pipe and Fittings for
Water.
R. AWWA C105 -Polyethylene Encasement for Ductile Iron Piping for Water
and Other liquids.
S. AW1NA C111-Rubber-Gasket Joints for Ductile Iron and Grey-Iron Pressure
is Pipe and Fittings.
4 T. AWWA C151 -Ductile-Iron Pipe, Centrifugally Cast in Metal Molds or
02667 - 2
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SECTION 02667
PROJECT WATER MAINS
Sand-Lined Molds, for Water or Other Liquids.
U. AWWA C153 -Ductile-Iron Compact Fittings, 3 in. Through 12 in., for Water
and Other Liquids.
V. ~ AWWA C500 -Gate Valves, 3 through 48 in NPS, for Water and Sewage
Systems.
W. AWWA C502 -Dry Barrel Fire Hydrants.
X. AWWA C504 -Rubber Seated Butterfly Valves.
Y. AWWA C508 -Swing-Check Valves for Waterworks Service, 2 in through 24
in NPS.
Z. AWWA C509 -Resilient Seated Gate Valves 3 in through 12 in NPS, for
Water and Sewage Systems.
AA. AWWA C600 -Installation of Ductile-Iron Water Mains and Appurtenances.
AB. AWWA C606 -Grooved and Shouldered Type Joints.
AC. AWWA C901 -Polyethylene (PE) Pressure Pipe, Tubing, and Fittings, 1/2
inch through 3 inch, for Water.
AD. UL 246 -Hydrants for Fire -Protection Service.
AE. ANSI/AWWA C906 Polyethylene (PE) Pressure Pipe and Fittings, 4 In.
(100 mm) Through 63 In. (1,600 mm), for Water Distribution and
Transmission.
1.4 SUBMITTALS FOR REVIEW
A. Product Data: Provide data on pipe materials, pipe fittings, valves and
accessories.
1.5 SUBMITTALS FOR CLOSEOUT
A. As specified in Section 01700 -Contract Closeout: Record Drawings,
Operation and Maintenance Data and Spare Parts and Maintenance
Products.
B. Manufacturer's Certificate: Certify that products meet or exceed all specified
02667 - 3
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"~ SECTION 02667
PROJECT WATER MAINS
requirements.
C. Shop Drawings: Provide shop drawings containing catalog cuts of all
products referenced in this section.
D. Identify and describe unexpected variations to subsoil conditions or discovery of
uncharted utilities.
1.6 QUALITY ASSURANCE
A. Perform Work in accordance with Dutchess County Department of Health
. and Town of Wappinger requirements.
B. Valves: Manufacturer's name and pressure rating marked on valve body.
C. All products shall be domestically produced within North America and in new
condition.
D. All products shall be provided with a minimum 1 year warranty.
1.7 DELIVERY, STORAGE, AND HANDLING
A. Contractor shall be responsible for delivery, storage, protection and handling
of all products to site. Products lost or damaged by the Contractor shall be
replaced at the sole cost of the Contractor.
B. Deliver and store hydrants, valves and meters in shipping containers with
labeling in place.
`r PART 2 PRODUCTS
2.1 WATER PIPE
A. Ductile Iron Pipe: AWWA C151/C104, cement lined: thickness class 52. All
ductile iron pipe, joint restraint and fittings shall conform to ANSI/NSF-61.
~- Pipe shall be push-on (tyton) or mechanical joint pipe as manufactured by
U.S. Pipe and Foundry or approved equal. All Push on Joints shall require 3
` Bronze Wedges. Mechanical joint pipe shall be provided in specific locations
as indicated in the contract plans.
1. Fittings: Ductile iron, standard thickness, AWWA C110/C104, or
Compact Fittings (AWWA C153) for piping up to 12".
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SECTION 02667
PROJECT WATER MAINS
2. Joints: AWWA C111, rubber gasket.
3. Joint Restraint: AVW1/A C111. Joint restraints shall be U.L. fisted and
Factory Mutual approved to withstand a minimum pressure of 250 psi.
The joint restraints shall be provided for ductile iron push on or
mechanical joint pipe with twist off indicators and shall be as
manufactured by EBAA Iron Megalug for mechanical joint pipe, U.S.
Pipe and Foundry FIELD LOK 350 for push on joint or approved
equal.
4. Thrust Blocks: As specified in Section 03300.
B. Copper Tubing: ASTM B88, Type K, annealed:
1. Fittings: Mueller or approved equal with compression fittings.
2. All copper tubing and fittings shall be rated for a minimum pressure of
250 psi.
C. HDPE, AWWA Pipe: AWWA C901 or C906, DR 9; with PE3408 or greater
compound number required to give pressure rating not less than 200 psig.
~„ Pipe size shall be as noted on plans and considered D.I.P.S.
1. HDPE, AVWVA Fittings: AWWA C901 for diameter 2" or less,
AVWVA C906 for diameter 4" or greater, socket- or butt-fusion type,
rr. ~ with DR number matching pipe and. PE compound number required to
give pressure rating not less than 200 psig.
2. Pipe shall conform to ANSI/NSF-61.
W 3. Thrust Blocks: As specified in Section 03300.
D. Stainless Steel Pipe:
1. All components shall comply with NSF 61.
2. Pipe: ASTM A 312/A 312M, Fittings: ASTM A 815/A 815M.
3. All stainless steel pipe and fittings shall be rated for a minimum
pressure of 250 psi and shall be socket weld fittings.
2.2 GATE VALVES
r A. Manufacturers: Mueller or approved equal.
i.
B. AWWA C509, Iron body, resilient seat, bronze trim, single wedge,
mechanical joint, control rod. Valve extension box shall be Clow Box #F-
2450 with F-2494 cover and two (2) adjustable valve keys. Valve shall be
rated for a minimum working pressure of 250 psi. Valves~in PRV Vault shall
'` have Class 150 flanged ends..
~.
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~ 2.3 FIRE HYDRANT
SECTION 02667
PROJECT WATER MAINS
A. Manufacturer and Model: Mueller Super Centurion 250, matching existing
hydrants, or approved equal. Hydrant shall be rated for a working pressure
of 250 psig.
B. Hydrants shall comply with AWWA C502 standards and are to be approved
by the Town of Wappinger. Hydrant shall be of the compression type, with
the main valve opening against water pressure. All connections shall be
performed using hydrant tees, unless otherwise approved by the Engineer.
C. Hydrant Extensions: Fabricate in multiples of 6 inches with rod and coupling
to increase barrel length.
D. Pum~er Nozzle shall be 41/2" National Standard Thread, Hose Nozzle shall
be 2 /2" National Standard Thread and direction of opening shall be counter
clockwise. Match sizes with existing hydrants, in conformance with fire
department requirements. Install with Plantpro or approved equal spring
steel hydrant flag marker with reflective bands..
••~ E. Finish: Primer and two coats of enamel in color matching existing hydrants.
2.4 BEDDING AND COVER MATERIALS
A. Bedding and Cover .Materials: As specified in the contract plans and in
Sections 02205 and 02207.
2.5 ACCESSORIES
A. Services: Corporation stop, double strap services clamp and curb stop with
drain shall be Mueller 300 or approved equal with compression fittings and
shall rated for a minimum pressure of 250 psi. Service line size shall be 3/",
unless otherwise indicated on the contract plans.
B. Transition Couplings, NPS 2 and Larger: AWWA C219, metal, sleeve-type
coupling same size as, with pressure rating at least equal to and ends
compatible with, piping to be joined, Dresser Style 38, Smith-Blair 411, or
approved equal.
C. Sampling Stations: Sampling Stations shall be 5' bury, with a 3/4" FIP inlet,
and a 3/4" unthreaded nozzle. All stations shall be enclosed in a lockable,
non-removable, aluminum-cast housing. When opened, the station shall
require no key for operation, and the water will flow in an all-brass waterway.
02667 - 6
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i1r.
SECTION 02667
PROJECT WATER MAINS
All working parts will also be of brass and be removable from above ground
with no digging. A copper vent tube will enable each station to be pumped
free of standing water to prevent freezing and to minimize bacteria growth.
The exterior piping will be galvanized. Sampling Stations shall be as
manufactured by Kupferle Foundry, St. Louis, MO, or approved equal.
2.6 PRESSURE REDUCING VALVES
A. Manufacturers: Cla-Val Model 90-01 with strainer or approved equal.
B. Ductile iron valve body and cover, with AWWA C550 interior epoxy coating,
and stainless steel trim. Valve shall have. class 150 flanges, rated for a
minimum working pressure of 250 psi.
C. Design outlet pressure: 112 psi. Final pressure settings shall be subject to
written confirmation by the Engineer.
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify existing conditions prior to installation.
3.2 PREPARATION
A. Cut pipe ends square, ream pipe and tube ends to full pipe diameter, remove
burrs.
B. Remove scale and dirt on inside and outside before assembly.
C. Prepare pipe connections to equipment with flanges or unions.
~.
3.3 BEDDING
A. Excavate pipe trench in accordance with Section 02225 for work of this
Section. Hand trim excavation for accurate placement of pipe to elevations
indicated.
B. Place bedding material at trench bottom, level fill materials in one continuous
layer not exceeding 6 inches compacted depth; compact to 95 percent
standard Proctor Density.
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SECTION 02667
PROJECT WATER MAINS
C. Backfill around sides and to top of pipe with cover fill, tamp in place and --
compact to 95 percent standard Proctor Density.
D. Maintain optimum moisture content of bedding material to attain required
compaction density.
3.4 INSTALLATION -PIPE
A. Maintain separation of water main from sewer -and other utilities in
accordance vvith contract plans and Dutchess County Department of Health
requirements.
z~ B. Install pipe to indicated elevations, where noted, within tolerance of 5/8
-.
inches.
C. Install ductile iron piping and fittings as per manufacturer's recommendation
and in conformance to AWWA C600.
D. Install pipe to allow for expansion and contraction without stressing pipe or
joints.
E. Provide joints and restraints at each elbow or change of direction of pipe and
for all fittings, valves and hydrants as indicated in the contract plans.
F. Establish elevations of buried piping to ensure not less than 5 ft of cover.
G. Connect ductile iron pipe to HDPE pipe with adapter couplings
3.5 INSTALLATION -VALVES, HYDRANTS
A. Set valves on solid bearing. Install pressure reducing valves in conformance
with Manufacturers recommendations.
B. Center and plumb valve box over valve. Set box cover flush with finished
grade.
r.
C. Set hydrants plumb; locate pumped nozzle perpendicular to and facing
roadway or existing building where roadway does not exist.
~,
D. Set hydrants to grade, with nozzles at least 20 inches above ground.
__ Hydrants must be installed so that the fill line, as marked on the hydrant barrel,
is flush with existing grade. Fill and compact backfill material to the fill line.
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SECTION 02667
PROJECT WATER MAINS
Provide risers as necessary so that the fill line is at existing grade
E. Provide a drainage pit 36 inches square by 24 inches deep filled with
crushed stones grade. Encase elbow of hydrant in crushed stone to 6 inches
(150 mm) above drain opening. Do not connect drain opening to sewer.
F. Paint hydrants with one coat of primer and 2 coats of enamel in accordance
with manufacturer's recommendations to match the existing color of installed
'"~ hydrants.
3.6 DISINFECTION AND PRESSURE TESTING OF DOMESTIC WATER PIPING
SYSTEM
A. Flush fines, pressure test and disinfect system in accordance with Section
02675.
3.7 SERVICES
A. Obtain fisting of properties. that are to receive services from the Engineer
prior to installing any services.
B. Provide water services for parcels as indicated in the contract plans.
C. Verify location of each service to be installed and confine location with each
property owner, unless othenvvise authorized by the Engineer.
D. Provide tap, corporation stop, type K copper tubing and curb stop at offset
locations shown in the contract plans for each individual service. Install curb
stop at property fine unless otherwise indicated.
E. Mark and record the location of each curb stop installed.
F. Activate service and pressure test service fine to visually check for leaks.
3.8 BACKFILL AND RESTORATION
A. Perform backfilling in conformance with Section 02225 and as noted on the
- Contract Plans.
~ B. Perform restoration in conformance with Section 02600 and as noted on the
Contract Plans.
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SECTION 02667
PROJECT WATER MAINS
3.9 FIELD QUALITY CONTROL
A. Provide testing as indicated in Section 01410.
B. Compaction testing: as specified in Section Oz225.
C. Test all components within pressure reducing valve vault, including both
pressure reducing valves, and confirm downstream pressure settings at low
and high flows. Provide a minimum of 1 day for a manufacturer's field
representative to inspect, test and confirm pressure reducing valve~settings.
END OF SECTION 02667
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SECTION 02675
PRESSURE TESTING AND
DISINFECTION OF WATER DISTRIBUTION SYSTEM
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Pressure Testing and Disinfection of potable water distribution and
transmission system.
B. Testing and reporting results.
1.2 RELATED SECTIONS
A. Section 02667 -Site Water Lines.
r, 1.3 REFERENCES
A. AWWA B300 -Standard for Hypochlorites.
B. AWWA B301 -Standard for Liquid Chlorine.
.. C. AWWA B302 -Standard for Ammonium Sulfate.
D. AWWA C600 -Standard for Installation of Ductile Iron Water Main -
Hydrostatic Testing.
E. AWWA 0651 -Standards for Disinfecting Water Mains.
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1.4 SUBMITTALS FOR INFORMATION
~"
A. Test Reports: Show results and specified requirements. Submit test report
form and obtain Engineer's approval prior to conducting any tests.
'' B. Certificate: Certify that pressure testing, Leakage and cleanliness of water
distribution system meets or exceeds requirements of the Dutchess County
Department Health.
1.5 PROJECT RECORD DOCUMENTS
~""" A. Pressure Report:
_ 1. Hydrostatic Test Pressure.
2. Dates and time for start and completion of pressure testing.
`' 3. Pressure results at start and finish of each section tested.
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§:
r SECTION 02675
PRESSURE TESTING AND
DISINFECTION OF WATER DISTRIBUTION SYSTEM
( 4. Amount of Water Used during testing.
5. Signature of person performing tests and signature of witness.
B. Disinfection report:
1. Type and form of disinfectant used.
2. Date and time of disinfectant injection start and time of completion.
3. Test locations.
4. Initial and final disinfectant residuals (quantity in treated water) in ppm
for each outlet tested.
5. Date and time of flushing start and completion.
6. Disinfectant residual after flushing in ppm for each outlet tested.
7. Procedure for neutralizing disinfectant and for discharge of flushed
water.
. 8. Signature of person performing tests and signature of witness.
C. Bacteriological report:
1. Date issued, project name, and testing laboratory name, address, and
telephone number.
2. Time and date of water sample collection.
3. Name of person collecting samples.
4. Test locations.
5. Initial and final disinfectant residuals in ppm for each outlet tested.
6. MFT Coliform bacteria test results for each outlet tested. (Other
testing methods are not acceptable).
7. Certification that water conforms, or fails to conform, to bacterial
standards of Dutchess County Department of Health.
1.6 QUALITY ASSURANCE
A. Perform Work in accordance with AWWA C651 for disinfection of the
distribution system.
B. Perform Work in accordance with AWWA C600 for pressure testing of
distribution main.
C. Water Treatment Firm: Company specializing in disinfecting potable water
systems specified in this Section with minimum three years experience.
D. Testing Firm: Company specializing in testing potable water systems,
approved by the State of New York.
E. Submit bacteriologist's signature and authority associated with testing.
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SECTION 02675
PRESSURE TESTING AND
DISINFECTION OF WATER DISTRIBUTION SYSTEM
1.7 REGULATORY REQUIREMENTS
A. Conform to Dutchess County and New York State Department of Health
~" regulations as well as the contract plans for performing the work of this
Section.
PART2 PRODUCTS
2.1 DISINFECTION CHEMICALS
A. Chemicals: AWWA B300, Hypochlorite; AWWA 8301, Liquid Chlorine;
AWWA B302, ammonium sulfate.
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify that piping system has been cleaned, inspected, and pressure tested.
Perform initial pressure testing fora minimum of 1 hour and confirm that
main test valves do not leak.
B. Provide and attach required equipment to perform the work of this Section.
C. Perform scheduling, pressure testing and disinfecting activity with start-up,
testing, adjusting and balancing demonstration procedures, including
coordination with related systems.
3.2 PRESSURE TESTING
A. Perform pressure testing at 50% above the normal operating pressure of the
system and in no case less than 150 PSI for a duration of at least 2 hours.
~ For HDPE piping, pressure testing shall be performed at 50% above the
normal operating pressure or at the maximum working pressure of 200 psi,
and in no case less than 150 PSI for a duration of at least 2 hours. Pressure
'~ shall not vary by plus or minus five (5) psi.
B. Determine leakage in conformance with AWWA C600 standards, Repair or
replace any section not meeting pressure testing requirements and retest
until acceptable results are obtained at the sole expense of the Contractor.
C. The testing shall be performed in sections so as to allow these sections to be
put into service if required before completion of the entire length.
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SECTION 02675
PRESSURE TESTING AND
DISINFECTION OF WATER DISTRIBUTION SYSTEM
3.3 DISINFECTION TESTING
A. Perform disinfection testing by injecting treatment disinfectant into piping
system. Initial chlorine residual shall not be less than 25 mg/(.
B. Maintain disinfectant in system for 24 hours. At the end of testing, chlorine
residual shall not be less than 10 mg/I.
C. Add neutralizing chemical for heavily chlorinated water, as required by
Dutchess County Department of Health.
D. Flush, circulate, and clean until required cleanliness is achieved;-use existing
water supply.
E. Replace permanent system devices removed for disinfection.
F. Determine if testing meets the required disinfection and bacteriological
standards. If test results fail to meet required standards, clean water main,
redisinfect and perform testing until satisfactory results are obtained at the
Contractor's sole expense. The Contractor shall pay for or provide any
supply water required for retesting.
3.4 FIELD QUALITY CONTROL
A. Test samples in accordance with AWWA C651.
END OF SECTION 02675
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SECTION 02741
HOT-MIX ASPHALT PAVING
PART 1 -GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and
Supplementary Conditions and Division 1 Specification Sections, apply to this
Section.
1.2 SUMMARY
A. This Section includes the following:
1. Hot-mix asphalt paving,
a. Provisions for paving over prepared subbase,
b. Provisions for paving over reclaimed asphalt.
2. Pavement-marking paint.
1.3 SUBMITTALS
A. Product Data: For each type of product indicated. Include technical data and
tested physical and performance properties.
B. Job-Mix Designs: Certification, by authorities having jurisdiction, of approval of
each job mix proposed for the Work.
C. Material certificates.
1.4 QUALITY ASSURANCE
A. Manufacturer Qualifications: Manufacturer shall be registered with and
approved by authorities having jurisdiction or the New York State Department of
Transportation (NYSDOT).
B. Regulatory Requirements: Comply with Standard Specifications, Construction
and Materials of the NYSDOT for asphalt paving work.
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C. Asphalt-Paving Publication: Comply with AI MS-22, "Construction of Hot Mix
Asphalt Pavements," unless more stringent requirements are indicated.
1.5 DELIVERY, STORAGE, AND HANDLING
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A. Deliver pavement-marking materials to Project site in original packages with
seals unbroken and bearing manufacturer's labels containing brand name and
~, type of material, date of manufacture, and directions for storage.
B. Store pavement-marking materials in a clean, dry, protected location within
temperature range required by manufacturer. Protect stored materials from
direct sunlight
~ 1.6 PROJECT CONDITIONS
A. Environmental Limitations: Do not apply asphalt materials if subgrade is wet or
excessively damp or if the following conditions are not met:
1. Tack Coat: Minimum surface temperature of 60 deg F.
2. Asphalt Binder Course: Minimum surface temperature of 40 deg F and
rising at time of placement.
3. Asphalt Surface Course: Minimum surface temperature of 60 deg F at
~` time of placement.
B. Pavement-Marking Paint: Proceed with pavement marking only on clean, dry
surfaces and at a minimum ambient or surface temperature of 40 deg F for oil-
based materials, 50 deg F for water-based materials, and not exceeding 95 deg
F.
PART 2 -PRODUCTS
2.1 AGGREGATES
A. Coarse Aggregate: NYSDOT Item 703-01.
~,,~ B. Fine Aggregate: NYSDOT Item 703-02.
2.2 ASPHALT MATERIALS
A. Asphalt Cement: NYSDOT Item 702-0500.
B. Tack Coat: NYSDOT Item 702-3401 or 702-3601, emulsified asphalt, slow
setting. diluted in water, of suitable grade and consistency for application.
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2.3 MIXES
A. Hot-Mix Asphalt: Dense, hot-laid, hot-mix asphalt plant mixes approved by
authorities having jurisdiction and complying with the following requirements:
1. Provide mixes with a history of satisfactory performance in geographical
area where Project is located.
'~" 2. Binder Course: NYSDOT Type 3, Item 403.13.
3. Surface Course: NYSDOT Type 6, Item 403.16.
PART 3 -EXECUTION
3.1 SURFACE PREPARATION
~,,,,, A. Proof=roll subbase using heavy, pneumatic-tired rollers to locate areas that are
unstable or that require further compaction.
B. Immediately before placing asphalt materials, remove loose and deleterious
material from substrate surfaces. Provide water prior to sweeping. Ensure that
prepared subgrade is ready to receive paving.
1. Sweep loose granular particles from surface of unbound-aggregate base
course and existing pavement to be overlaid. Do not dislodge or disturb
aggregate embedded in compacted surFace of base course.
C. Tack Coat: Apply uniformly to surfaces of existing pavement at a rate of 0.05 to
0.15 gal./sq, yd..
1. Allow tack coat to cure undisturbed before applying hot-mix asphalt
paving.
2. Avoid smearing or staining adjoining surfaces, appurtenances, and
surroundings. Remove spillages and clean affected surfaces.
D. All surfaces abutting or projecting into asphalt pavement shall be saw-cut flush
to provide a smooth, clean edge.
E. Areas directly adjacent to new asphalt pavement overlays, including driveways,
shall be cold milled 1-1/2" deep x as long as necessary to provide a smooth
transition between new and existing asphalt surfaces. .
F. Provide Risers to match existing sizes for all gas, water and other valves, catch
basins, manholes and other at grade items.
3.2 HOT-M[X ASPHALT PLACING
~„ 02741-3
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A. Machine place hot-mix asphalt on prepared surface, spread uniformly, and
strike off. Place asphalt mix by hand to areas inaccessible to equipment in a
manner that prevents segregation of mix. Place each course to required grade.
cross section, and thickness when compacted.
1. Spread mix at minimum temperature of 250 deg F.
2. Regu{ate paver machine speed to obtain smooth, continuous surface free
of pulls and tears in asphalt-paving mat.
B. Place- paving in consecutive strips not less than 10 feet wide unless infill edge
strips of a lesser width are required.
C. Promptly correct surface irregularities in paving course behind paver. Use
suitable hand tools to remove excess material forming high spots. Fill
depressions with hot-mix asphalt to prevent segregation of mix; use suitable
hand tools to smooth surface.
3.3 COMPACTION
r"" A. General: Begin compaction as soon as placed hot-mix paving will bear roller
weight without excessive displacement. Use at least a 10 ton, or 10 ton
equivalent roller. Compact hot-mix paving with hot, hand tampers or vibratory-
plate compactors in areas inaccessible to rollers.
1. Complete compaction before mix temperature cools to 185 deg F.
B. Breakdown Rolling: Complete breakdown or initial rolling immediately after
rolling joints and outside edge. Examine surface immediately after breakdown
rolling for indicated crown, grade, and smoothness. Correct laydown and rolling
operations to comply with requirements.
C. Intermediate Rolling: Begin intermediate rolling immediately after breakdown
rotting while hot-mix asphalt is still hot enough to achieve specified density.
Continue rolling until hot-mix asphalt course has been uniformly compacted to
the following density:
1. Average Density: 92 percent of reference maximum theoretical density
~" according to ASTM D 2041, but not less than 90 percent nor greater than
96 percent.
""' D. Finish Rolling: Finish roll paved surfaces to remove roller marks while hot-mix
asphalt is still warm. Continue rolling until roller marks are eliminated and
~,
~ course has attained 95 percent laboratory density.
E. Patching: Remove and replace paving a d fllnwith fresh~rhot mixed riasphaltd.
defective areas. Cut out such areas a
'~ Compact by rolling to specified surface density and smoothness.
02741-4
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F. Protection: After final rolling, do not permit vehicular traffic on pavement until it
has cooled and hardened.
G. Erect barricades to protect paving from traffic until mixture has cooled enough
not to become marked.
'" 3.4 INSTALLATION TOLERANCES
A. Thickness: Compact each course to produce the thickness indicated within the
following tolerances:
1. Binder Course: Plus or minus 1/2 inch.
u 2. Surface Course: Plus 1/4 inch, no minus.
B. Surface Smoothness: Compact each course to produce a surface smoothness
within the following tolerances as determined by using a 10-foot straightedge
~"' applied transversely or longitudinally to paved areas:
1. Binder Course: 1 /4 inch.
2. Surface Course: 1/8 inch.
+~ 3.5 PAVEMENT JOINT SEALING:
A. Pavement Sealing: All joints between existing and new pavements shall receive
NYSDOT item 702-07 Asphalt Filler, including road joints. Placement shall be in
conformance with NYSDOT Regulations.
3.6 PAVEMENT MARKING
jl,,, A. Do not apply pavement-marking paint until layout, colors, and placement have
been verified with Engineer.
B. Allow paving to age for 30 days before starting pavement marking.
C. Sweep and clean surface to eliminate loose material and dust.
D. All markings on existing pavement that are removed or disturbed by the work of
the Contractor shall be replaced with new markings, matching color and size of
existing markings. Markings shall be in accordance with NYSDOT Standard
Specifications Section 640, Reflectorized Pavement Marking Paints. Surfaces
shall be prepared in accordance with Section 635, Cleaning and Preparation of
Surfaces for Pavement Markings.
E. Apply paint with mechanical equipment to produce pavement markings of
_ dimensions indicated, with uniform, straight edges. Apply at manufacturer's
~ recommended rates to provide a minimum wet film thickness of 15 mils.
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3.7 FIELD QUALITY CONTROL
A. Testing Agency: Contractor shall engage a qualified independent testing and
inspecting agency of the Owners choosing to perform field tests and inspections
and to prepare test reports.
B. Additional testing and inspecting, at Contractor's expense, will be performed to
determine compliance of replaced. or additional work with specified
requirements.
C. Remove and replace or install additional hot-mix asphalt where test results or
measurements indicate that it does not comply with specified requirements.
3.8 DISPOSAL
A. Except for material indicated to be recycled, remove excavated materials from
Project site and legally dispose of them in an EPA-approved landfill.
3.9 MAINTENANCE
A. The finished paving shall be maintained in an acceptab{e condition for a period
- of one year following the date of Substantial Completion or other such date as
set forth in the Contract Documents. Cracking, pitting, unevenness or settling of
surfaces shall be repaired by. the Contractor at the sole expense of the
Contractor during this period.
END OF SECTION 02741
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SECTION 02923
LANDSCAPE GRADING
PART1 GENERAL
1.1 SECTION INCLUDES
A. Final grade topsoil for finish landscaping.
1.2 RELATED SECTIONS
A. Section 01410 -Testing Laboratory Services.
B. Section 02205 -Soil Materials.
C. Section 02225 -Trenching.
D. Section 02936 -Seeding.
E. Section 02950 -Trees, Plants and Ground Cover.
PART2 PRODUCTS
2.1 ,MATERIAL
A. Topsoil: As specified in Section 02205.
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify building and trench backfilling have been inspected.
B. Verify substrate base has been contoured and compacted.
3.2 SUBSTRATE PREPARATION
A. Eliminate uneven areas and lovv spots.
B. Remove debris, roots, branches, stones, in excess of 1 inch in size.
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SECTION 02923
LANDSCAPE GRADING
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3.3
C. Scarify surface to depth of 4 inches where topsoil is scheduled. Scarify in
areas where equipment used for hauling and spreading topsoil has
compacted subsoil.
PLACWG TOPSOIL
A. Place topsoil in areas where seeding and planting is required to a nominal
depth of 4 inches. Place topsoil during dry weather.
B. Fine grade topsoil to eliminate rough or low areas. Maintain profiles and
contour of subgrade.
C. Remove roots, weeds, rocks, and foreign material while spreading.
D. Manually spread topsoil close to plant life, to prevent damage.
E. Lightly compact placed topsoil.
F. Remove surplus subsoil and topsoil from site.
G. Leave stockpile area and site clean and raked, ready to receive landscaping.
3.4 TOLERANCES
A. Top of Topsoil: Plus 1 inch.
3.5 PROTECTION
A. Protect landscaping and other features remaining as final work.
B. Protect existing structures, fences, sidewalks, utilities, paving, and curbs.
END OF SECTION 02923
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SECTION 02936
SEEDING
{ PART 1 GENERAt_
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1.1 SECTION INCLUDES
tir A. Seeding, mulching and fertilizer.
B. Maintenance.
1.2 RELATED SECTIONS
A. Section 02205 -Soil Materials: Topsoil material.
B. Section 02225 -Trenching: Rough grading over cut.
C. Section 02923 -Landscape Grading: Preparation of subsoil and placement
of topsoil in preparation for the work of this Section.
D. Section 02950 -Trees, Plants, and Ground Cover.
1.3 DEFINITIONS
A. Weeds: Include Dandelion, Jimsonweed, Quackgrass, Horsetail, Morning
Glory, Rush Grass, Mustard, Lambsquarter, Chickweed, Cress, Crabgrass,
Canadian Thistle, Nutgrass, Poison Oak, Blackberry, Tansy Ragwort,
Bermuda Grass, Johnson Grass, Poison Ivy, Nut Sedge, Nimble Will,
Bindweed, Bent Grass, Wild Garlic, Perennial Sorrel, and Brome Grass.
1.4 MAINTENANCE DATA
A. Maintenance Data: Include maintenance instructions, cutting method and
maximum grass height; types, application frequency, and recommended
coverage of fertilizer.
1.5 QUALITY ASSURANCE
A. Provide seed mixture in containers showing percentage of seed mix, year of
production, net weight, date of packaging, and location of packaging.
1.6 REGULATORY REQUIREMENTS
A. Comply with regulatory agencies for fertilizer and herbicide composition.
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SECTfON 02936
SEEDING
~,,; 1.7 DELIVERY STORAGE AND HANDLING
A. Deliver grass seed mixture in sealed containers. Seed in damaged
r, packaging is not acceptable.
B. Deliver fertilized in waterproof bags showing weight, chemical analysis, and
name of manufacturer.
1.8 MAINTENANCE SERVICE
A. Maintain seeded areas immediately after placement until grass is well
established and exhibits a vigorous growing condition for two (2) cuttings.
PART 2 PRODUCTS
2.1 SEED
_ A. Furnish clean, fresh, new crop seed mixed in proportion specified for species
and variety and conforming to Federal and State standards.
2.2 SEED MIXTURE
A. Seed Mixture:
1. Kentucky Blue Grass: 55 percent (minimum, 95% purity)
2. Creeping Red Fescue Grass: 25 percent (minimum, 97% purity)
3. Norlea Perennial Rye: 20 percent (maximum, 98% purity)
2.3 ACCESSORIES
A. Mulching Material: Oat or wheat straw, free from weeds, foreign matter
detrimental to plant life, and dry. Chopped cornstalks are not acceptable.
Hay is only acceptable outside of lawn areas.
B. Fertilizer: FS O-F-241, recommended for grass, with fifty percent of the
elements derived from organic sources; of proportion necessary to eliminate
any deficiencies of topsoil.
C. Water: Clean, fresh and free of substances or matter which could inhibit
vigorous growth of grass. '
D. Herbicide: Use only when necessary and in conformance with manufacture's
recommendations.
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SECTION 02936
SEEDING
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify that prepared soil base is ready to receive the work of this Section.
3.2 FERTILIZING
A. Apply fertilizer in accordance with manufacturer's instructions.
B. Apply after smooth raking of topsoil.
C. Do not apply fertilizer at same time or with same machine as will be used to
apply seed.
D. Mix thoroughly into upper 2 inches of topsoil.
E. Lightly water to aid the dissipation of fertilizer.
3.3 SEEDING
A. Apply seed at a rate of 200 Ibs per acre evenly in two intersecting directions.
Rake in lightly. To provide cover for the seed.
B. Do not seed areas in excess of that which can be mulched on same day.
C. Do not sow immediately following rain, when ground is too dry, or during
windy periods.
3.4 SEED PROTECTION
A. Within three (3) days after seeding, cover this seeded area with a uniform
blanket of mulch at the rate of 100 pounds per 1000 square feet of seeded
area.
3.5 MAINTENANCE
A. Mow grass at regular intervals to maintain at a maximum height of 2-1 /2. Do
not cut more than 1i3 of grass blade at any one mowing.
B. Neatly trim edges and hand clip where necessary.
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SECT[ON 02936
SEEDING
C. Immediately remove clippings after mowing and trimming.
D. Water to prevent grass and soil from drying out.
E_ Control growth of weeds. Apply herbicides in accordance with
manufacturer's instructions. Remedy damage resulting from improper use of
herbicides.
F. Immediately reseed areas which show bare spots.
G. Protect seeded areas an necessary during maintenance period.
END OF SECTION 02936
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SECTION 02950
TREES, PLANTS, AND GROUND COVER
PART 1 GENERAL
1.1 SECTION INCLUDES
A. New trees, plants, and ground cover.
B. Mulch and fertilizer.
C. Maintenance.
D. Tree Pruning.
1.2 RELATED SECTIONS
A. Section 02205 -Soil Materials: Topsoil material.
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B. Section 02225 -Trenching: Rough grading over trench cut.
C. Section 02923 -Landscape Grading: Preparation of subsoil and placement of
topsoil in preparation for the work of this Section.
D. Section 02936 -Seeding.
1.3 REFERENCE
A. ANSI 260.1 -Nursery Stock.
B. NAA (National Arborist Association) -Pruning Standards for Shade Trees.
1.4 DEFINITIONS
A. Weeds: Include Dandelion, Jimsonweed, Quackgrass, Horsetail, Morning
Glory, Rush Grass, Mustard, Lambsquarter, Chickweed, Cress, Crabgrass,
Canadian Thistle, Nutgrass, Poison Oak, Blackberry, Tansy Ragwort, Bermuda
Grass, Johnson Grass, Poison Ivy, Nut Sedge, Nimble Wili, Bindweed, Bent
Grass, Wild Garlic, Perennial Sorrel, and Brome Grass.
B. Plants: Living trees, plants, and ground cover specified in this Section and
described in ANSI 260.1.
1.5 SUBMITTALS -PROJECT CLOSEOUT
A. Maintenance Data: Include cutting and trimming method; types, application
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'` u SECTION (12950
TREES, PLANTS, AND GROUND COVER
frequency, and recommended coverage of fertilizer.
B. Submit fist of plant fife sources.
1.6 QUALITY ASSURANCE
A. Nursery Qualifications: Company specializing in growing and cultivating the
plants with three (3) years experience.
B. Installer Qualifications: Company specializing in installing and planting the
plants with three (3) years experience.
C. Tree Pruner Qualifications: Company specializing in pruning trees with proof of
Arborist Certification.
D. Tree Pruning: NAA -Pruning Standards for Shade Trees.
~, E. Maintenance Services: Performed by installer.
1.7 REGULATORY REQUIREMENTS
A. Comply with regulatory agencies for fertilizer and herbicide composition.
B. Provide certificate of compliance from regulatory authority indicating approval
of plants, fertilizer and herbicide mixture.
C. Plant Materials: Certified byfedera( standards and described byASTM 260.1 as
being free of disease or hazardous insects.
1.8 DELIVERY STORAGE, AND HANDLING
A. Deliver fertilizer in waterproof bags showing weight, chemical analysis, and
name of manufacturer.
B. Protect and maintain plant life until planted.
C. Deliver plant fife materials immediately prior to placement. Keep plants moist.
~"" 1.9 ENVIRONMENTAL REQUIREMENTS
A. Do not install plant fife when ambient temperatures may drop below 35 degree
~" For rise above 90 degrees F.
B. Do not instal! plant fife when wind velocity exceeds 30 mph.
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SECTfON 02950
TREES, PLANTS, AND GROUND GOVER
1.10 WARRANTY
A. Provide one year warranty for al( plantings, replace dead or unhealthy plants.
B. Replacements: Plants of same size and species as specified, planted in the
next growing season, with a new warranty commencing on date of replacement.
1.11 MAINTENANCE SERVICE
A. Maintain plant fife immediately after placement until plants are well established
and exhibit a vigorous growing condition. Continue maintenance until
termination of warranty period.
B. Maintenance to include:
1. Cultivation and weeding plant beds and tree pits.
2. Applying herbicides for weed control in accordance with manufacturer's
instructions. Remedy damage resulting from use of herbicides.
3. Remedy damage from use of insecticides.
4. Irrigating sufficient to saturate root system.
5. Pruning, including removal of dead or broken branches, and treatment of
pruned areas or other wounds.
6. Disease control.
7. Maintaining wrapping, guys, turnbuckles, and stakes. Repair or replace
accessories when required.
8. Replacement of mulch.
E
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SECTION 03300
CAST-IN-PLACE CONCRETE
PART1 GENERAL
1.1 SECTION INCLUDES
A. Cast-in-place concrete footings.
B. Cast-in-place floors and slabs on grade.
C. Contro{led low strength material (K-Crete)
D. Control, expansion and contraction joint devices associated with concrete
work, including joint sealants.
E. Equipment pads, thrust blocks and entrance pads.
1.2 RELATED SECTIONS
A. Section 01020 -Allowances.
B. Section 02225 -Trenching.
C. Section 02600 -Restoration and Replacement of Paving and Improvements.
D. Section 02667 -Project Water Mains.
1.3 REFERENCES
A. ACI 211.1 -Selecting Proportions for Normal, Heavyweight, and Mass
Concrete.
B. ACI 301 -Structural Concrete for Buildings.
C. ACI 302 -Guide for Concrete Floor and Stab Construction.
D. ACI 304 -Recommended Practice for Measuring, Mixing, Transporting and
Place Concrete.
E. ACI 305R -Hot Weather Concreting.
F. ACI 306R -Cold Weather Concreting.
G. ACI 308 -Standard Practice for Curing Concrete.
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SECTION 03300
CAST-IN-PLACE CONCRETE
H. ACI 318 -Building Code Requirements for Reinforced Concrete.
1.4 QUALITY ASSURANCE
A. Perform Work in accordance with ACI 301.
B. Acquire cement and aggregate from same source for all work.
C. Conform to ACI 305R when concreting during hot weather.
D. Conform to ACI 306R when concreting during cold weather.
PART 2 PRODUCTS
2.1 CONCRETE MATERIALS
A. Cement: Type I -Normal, Type II -Moderate, Portland type per NYSDOT
specs.
B. Fine and Coarse Aggregates: per NYSDOT specs.
C. Water: Clean and not detrimental to concrete.
D. Glass Fiber Reinforcement: ASTM C948.
2.2 ADMIXTURES
A. Air Entrainment: ASTM C260 conforming to NYSDOT specs.
B. Chemical: ASTM C494 Type A -Water Reducing, Type B -Retarding, Type
D -Water and Retarding, Type F -Water Reducing, High Range or Type G -
Water Reducing, High Range and Retarding.
C. Glass Fiber Reinforcement: Alkali resistant glass fiber rovings specifically
formulated for use in concrete, with lengths varying from 1-1/2 to 2 inches.
D. All admixtures shall be from the same manufacturer and compatible with
each other.
2.3 ACCESSORIES
,,, A. Bonding Agent: Polymer resin emulsion, Polyvinyl Acetate or Latex emulsion.
B. Vapor Retarder: 10 mil thick clear polyethylene film, type recommended for
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SECTION 03300
CAST-IN-PLACE CONCRETE
below grading application.
C. Non-Shrink Grout: Premixed compound consisting ofnon-metallic aggregate,
cement, water reducing and plasticizing agents: capable of developing
minimum compressive strength of 2,400 psi in 48 hours and 7,000 psi in 28
days.
2.4 JOINT DEVICES AND FILLER MATERIALS
~r
A. Joint Filler Type B: ASTM D1752; Closed cell polyvinyl chloride foam,
- resiliency recovery of 95 percent if not compressed more than 50 percent of
~"' original thickness.
''' B. Construction Joint Devices: Integral galvanized steel, formed to tongue and
- groove profile, with removable top strip exposing sealant trough, knockout
holes spaced at 12 inches, ribbed steel spikes with tongue to fit top screed
edge.
2.5 CONCRETE MIX
~" A. Mix and deliver concrete in accordance with NYSDOT specs.
B. Select proportions for normal weight concrete in accordance with NYSDOT
Specs.
1. The following classes of concrete shall be used.
i. Class 4000, minimum 28 day compressive strength of 4000 psi
to be used for all reinforced concrete except as specified
below.
ii. Class 3000, minimum 28 day compressive strength of 3000 psi
to be used for sidewalks, curbs, thrust blocks, duct and. pipe
encasements.
iii. Class 2000, minimum 28 day compressive strength of 2000 psi
to be used as concrete fill where required below base stabs
and where shown on the Drawings.
C. Proportions for Controlled- low strength material K-Crete shall comply with
,,, NYSDOT Item 17203.80 and Dutchess County Department of Public Work
Specifications.
D. Use set retarding admixtures during hot weather only when approved by
Engineer.
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SECTION 03300
CAST-IN-PLACE CONCRETE
PART 3 EXECUTION
~ 3.1 .EXAMINATION
- A. Verify requirements for concrete cover over reinforcement.
B. Verify that anchors, seats, plates, reinforcement and other items to be cast
into concrete are accurately placed, positioned securely, and will not cause
hardship in placing concrete.
C. Do not use items of aluminum for mixing, chuting, conveying, forming or
finishing concrete, except magnesium alloy tools may be used for finishing.
D. Keep excavation free of water. Do not deposit concrete in water.
E. Hardened concrete, reinforcement, forms and earth which will be in contact
with fresh concrete shall be free from frost at the time of concrete placement.
F. Prior to placement of concrete, remove all hardened concrete spillage and
foreign materials from the space to be occupied by the concrete.
3.2 PREPARATION
A. Prepare previously placed concrete by cleaning with steel brush and applying
bonding agent in accordance with manufacturer's instructions.
B. In locations where new concrete is dowelled to existing work, drill holes in
existing work, drill holes in existing concrete, insert steel dowels and pack
solid with non-shrink grout.
C. Coordinate the placement of joint devices with erection of concrete formwork
and placement of form accessories.
3.3 PLACING CONCRETE
A. Place concrete in accordance with NYSDOT specs.
B. Notify Engineer minimum 24 hours prior to commencement of operations.
C. Ensure reinforcement, inserts, embedded parts, formed joints, and sleeves
+• are not disturbed during concrete placement.
D. Operation of truck mixers and agitators and discharge limitations shall
conform to the requirements of ASTM C 94.
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SECTION 03300
CAST-IN-PLACE CONCRETE
E. Do not allow concrete to free fall from more than 4 feet.
F. Install construction joint devices in coordination with floor slab placement
sequence. Set top to required elevations. Secure to resist movement by wet
concrete.
~„ G. Maintain records of concrete placement. Record date, location, quantity, air
temperature, and test samples taken.
~• H. Place concrete continuously between predetermined expansion, control, and
construction joints.
I. Do not interrupt successive placement; do not permit cold joints to occur.
3.4 CURING AND PROTECTION
~.
A. immediately after placement, protect concrete from premature drying,
excessively hot or cold temperatures, and mechanical injury.
B. Maintain concrete with minimal moisture loss at relatively constant
temperature for period necessary for hydration of cement and hardening of
~" concrete.
3.5 FIELD QUALITY CONTROL
A. Contractor shall engage and pay for the services of an independent testing
laboratory.
B. Provide free access to Work and cooperate with appointed firm.
C. Tests of cement and aggregates may be performed to ensure conformance
with specified requirements.
D. Four concrete test cylinders shall be taken for every placement.
E. One additional test cylinder shall be taken during cold weather concreting,
cured on job site under same conditions as concrete it represents.
F. One slump test shall be taken for each set of test cylinders taken.
3.6 PATCHING
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SECTION 03300
CAST-IN-PLACE CONCRETE
A. Allow Engineer to inspect concrete surfaces immediately upon removal of
forms.
B. Excessive honeycomb or embedded debris in concrete is not acceptable.
Notify Engineer upon discovery.
C. Patch imperfections as directed.
3.7 DEFECTIVE CONCRETE
A. Defective Concrete: Concrete not conforming to required lines, details,
dimensions, tolerances or specified requirements.
B. Repair or replacement or defective concrete wilt be determined by the
Engineer and shall be performed by the Contractor at the sole expense of
the Contractor.
END OF SECTION 03300
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SECTION 03400
PRECAST CONCRETE PRESSURE REDUCING VAULT
PART 1-GENERAL
1.1 SECTION INCLUDES
This specification covers the general material and quality requirements for
precast concrete vault and appurtenances. ft is intended far use in
conjunction with the individual item specifications.
1.2 RELATED SECTIONS
A. Section 01700 -Contract Closeout
B. Section 01050 Field Engineering
C. Section 02205 -Soil Materials.
D. Section 02207 -Aggregate Materials.
E. Section 02225 -Trenching.
F. Section 02229 -Rock Removal.
G. Section 02667 -Project Water Mains
1.3 ENGINEER
The precast manufacturer is responsible for employing a NYS Licensed
Engineer to design the structure in accordance with the plan requirements.
The structure will be designed for AASHTO HS-20-44 Live Loading
Requirements. The design must include buoyancy calculations and adequate
means to prevent floatation must be included.
1.4 SUBMITTALS
A. Pre-Cast Concrete Vault
Precast concrete units shall be fabricated to conform to the details
contained in the plans and contract documents. Working drawings for
fabrication of the units shall be prepared by a Professional Engineer for
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SECTION 03400
PRECAST CONCRETE PRESSURE REDUCING VAULT
the precast manufacturer and reviewed by the Engineer prior to
fabrication.
B. Access Hatches
Submit shop drawings showing materials of manufacture, dimensions,
coatings, frame drain details and installation requirements. The contractor
will provide a copy of the Access Hatch to the Pre Cast Concrete
Manufacturer so that can be included in the design.
C. Vent and Drain Piping
Submit cut sheets on PVC drain and vent piping
D. Floor Sloping:
Submit cut sheets on Grout, pre-molded joint filler, bonding agent and
curing method.
PART2 PRODUCTS
2.1 MATERIAL REQUIREMENTS
A. Precast Concrete Vault
The Portland Cement Concrete shall meet the requirements in NYSDOT 501,
Portland Cement Concrete -General; NYSDOT 501-2, NYSDOT 501-3.02
and NYSDOT 501-3.03 except as noted herein.
The requirements of NYSDOT 501-2.01 shall not apply. Type 1, 2 or 3
~,,, cement may be used. The manufacturer may substitute fly ash meeting the
requirements of NYSDOT 711-10 up to a maximum of 15% by weight of the
total amount of cement plus pozzolan in the mix. The concrete shall have an
`„ air content of 4.0 to 8.0%. Unless noted otherwise in the contract documents,
approved working drawings or item specification, the minimum compressive
strength of concrete used in precast units shall be 5000 psi @ 28 days.
Additional materials, fisted below, shall meet the requirements of the following
NYSDOT subsections:
Concrete Repair Material
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SECTION 03400
PRECAST CONCRETE PRESSURE REDUCING VAULT
Bar Reinforcement, Grade 60
Wire Fabric for Concrete Reinforcement
Bar Reinforcement, Grade 60
Cold-Drawn Wire For Concrete Reinforcement
Quilted Covers (for curing)
~,,, Plastic Coated Fiber Blankets (for curing)
Polyethylene Curing Covers (White Opaque}
Membrane Curing Compound
+w. Burlap
Curing Type Protective Sealers
B. ACCESS HATCH
709-01
709-02
709-01
709-09
711-02
711-03
711-04
711-05
711-06
717-04
The access hatch shall be a type J-AL H2O Chanel Frame Access Hatch
as manufactured by Bilco, or approved equal. The cover and frame shall
be designed to support AASHTO H2O Wheel loading. Opening size as
indicated on plans
a. Cover: %4" Aluminum with diamond plate pattern
b. Frame: '/4" Aluminum
~"~ c. Hinges: Tamper proof 316 stainless steel
d. Drain coupling: 1-1/2"
e. Lifting Mechanism: Compression spring operators enclosed in
~"' telescopic tubes to provide smooth operation throughout the entire arc
of opening, and will act as a check in retarding downward motion of the
~' cover. The outer tube will prevent moisture and grit from entering the
r"" lower tubes. The lower tube shall interlock with a flanged support shoe
fastened to a '/4" gusset, support plate.
f. Latch: 316 Stainless Stee! slam lock with fixed interior handle and
-~" removable exterior handle. (provide handle to owner at project close
out). Provide removable screw plug in latch release.
g. Hardware: All hardware shall be 316 stainless steel
~ h. Finish: Mill finish with bituminous coating on outside of frame.
C. DRAIN AND VENT PIPING
a. Pipe: Schedule 80 PVC complying with ASTM D1785.
b. Fittings: Schedule 80 PVC complying with ASTM D2464
D. GROUT FOR FLOOR SLOPING
a. Grout: Minimum Compressive strength of 3000 psi at 28 days
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SECTION 03400
PRECAST CONCRETE PRESSURE REDUCING VAULT
b. Pre-Molded joint material: per NYSDOT Material spec 705-07 (Pre
Molded Resilient Joint Filler
c. Bonding Agent: "Weld Crete" by Larson Products Corp, or approved
equivalent
PART 3 EXECUTION
3.1 PRE-CAST VAULT FABRICATION
A. General. The manufacturer shall produce precast units that
conform to the details of the Fabricator Standard Sheets or working
., drawings. The precast units shalt be uniform in appearance. All
concrete surfaces which will be exposed to view after installation
shall be flat and smooth, free from irregularities and uniform in color
and texture. Pipe and conduit penetrations will be provided in the
locations shown. The structure hatch shall be cast into the top slab
per hatch manufacturer's instructions. Exterior of vault shall be
i1. coated with Asphaltic protective coating.
B. Form Work: Concrete shall be cast in rigidly constructed forms
+r which will maintain the units within specified tolerances to the
shapes, lines and dimensions shown on the Fabricator Standard
Sheets or working drawings. Forms shall be constructed from flat,
i~• smooth, non-absorbent material and shall be sufficiently tight to
prevent the leakage of mortar. When wood forms are used, all
faces in contact with the concrete shall be laminated with anon-
~r absorbent material. All worn or damaged forms which cause
irregularities on the concrete surface or damage during form
removal shall be repaired or replaced before being reused.
it
C. Concrete Placement: Suitable means shall be used for pacing
concrete to prevent segregation. The concrete shall be thoroughly
consolidated by external or internal vibrators or a combination of
both. Vibrators shall not be used to move concrete within the forms.
~ D. Reinforcement: Tack welding or any other welding of specified steel
reinforcement will not be allowed. Welding for cage stability will be
permitted, provided that redundant steel is added in each direction
and tied to the cage. The redundant steel shall be thirty (30) bar
diameters, minimum, in length and shall be positioned so that the
midpoint is located at the weld. All welds to epoxy coated steel
shall be repaired with an epoxy repair material meeting the
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SECTION 03400
PRECAST CONCRETE PRESSURE REDUCING VAULT
requirements of NYSDOT 709-04 or NYSDOT 709-08. The ends of
chairs or spacers, used to support or locate reinforcing steel that
bear on the faces of forms, shall be made of, or coated with, non-
~ corrosive material so that no discoloration will show on the face of
the units.
E. Inspection: The Engineer may inspect at the precast concrete
facility. `The Engineer shall have free access to the
manufacturing facility and product produced for evaluation.
a. Cold Weather Precautions: When concrete is cast in ambient
temperatures less than 45°F the following requirements shall
apply:
b. Immediately before concrete placement the minimum
temperature inside the forms shall be 35°F. When
enclosures are required to maintain this temperature, they
shall meet with the approval of the Engineer.
c. Immediately following completion of the placement, the
requirements of the chosen curing method shall be followed.
d. Concrete temperatures required by the chosen curing
method shall be maintained by means of an external heat
supply or by utilizing the heat of dehydration.
e. The plastic concrete shall not be exposed to freezing
temperatures after it has been placed into the forms.
F. Dimensional Tolerances.
a. Unit dimensions shall not vary by more than '/a" from those
shown on working drawings unless noted otherwise in the
contract documents, working drawings or item specification.
b. Variations in the required spacing of reinforcing steel shall
not be more than 2" and are not cumulative. Concrete cover
over reinforcing steel shall not be more than '/" greater than,
and in no case less than, the amount specified in the
- contract documents, working drawings, standard sheets or
item specification.
G. Curing: All precast concrete units, as well as concrete, floor sloping
fill shall be subjected to curing by any one of the methods
described in the following paragraphs. The manufacturer shat{
provide minimum/maximum temperature thermometers to monitor
curing temperatures unless otherwise specified. If, at any time,
curing temperatures fall below the specified minimum for the
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SECTION 03400
~.
PRECAST CONCRETE PRESSURE REDUCING VAULT
chosen curing procedure, the curing period shall be increased
accordingly.
Except as noted under 4. Moisture Retention Curing, no unit shall
be subjected to freezing temperatures until the following two
conditions are met:
- The chosen curing cycle has been completed.
- The specified 28 day compressive strength or 5000 psi,
whichever is less, has been reached.
Units with a compressive strength requirement greater than 5000
`~ psi which are exposed to freezing temperatures before the required
""' 28 day compressive strength is reached may require additional
testing for compressive strength as directed by the Design
Engineer. Additional testing, when required, will be performed on
~""" cores taken from the hardened concrete.
a. Steam Curing. The units shall be cured in a suitable
enclosure as approved by the Design Engineer. The
N enclosure shall be designed to minimize the loss of heat and
moisture while allowing for the uniform circulation of steam
`' around the entire unit. The interior surfaces of the enclosure
and the surface of the unit shall be moist at all times. Steps
shall be taken to prevent localized "hot spots" caused by the
"` steam lines. The enclosure shall be free from outside drafts.
Steam curing shall not begin until a preset period has been
completed. The preset period begins when the last concrete
has been placed and continues until the concrete obtains
. initial set. During the preset period, moderate heat may
be applied to the enclosure to maintain the initial
temperature of the concrete. The maximum temperature
inside the enclosure during the preset period shall be the
,,,,, initial temperature of the concrete +10°F. After the preset
period is complete, steam shall be injected into the curing
enclosure. The temperature inside the enclosure shall not
„ be increased at a rate greater than 40°F per hour. A moist
atmosphere shall be maintained at a temperature between
- 100°F and 180°F for a period of not less than 12 hours. The
i. temperature inside the enclosure shall then be decreased at
a rate of not less than 12 hours. The temperature inside the
enclosure shall then be decreased at a rate not exceeding
~. 40°F per hour until the ambient temperature outside the
enclosure is reached. The manufacturer shall provide
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SECTION 03400
PRECAST CONCRETE PRESSURE REDUCING VAULT
automatic temperature recorders to continuously record the
curing temperature inside the enclosure.
b. Water Spray Curing. Curing shall begin as soon as the
+~ concrete has hardened sufficiently to prevent surface
damage from the water spray. All exposed surfaces of the
- precast unit shall be kept wet with a continuous fine spray of
water in an enclosure maintained at a temperature of not
less than 70°F for a period of not less than 72 hours.
Additional curing time may be necessary to meet the 28 day
~"'' strength requirements.
c. Saturated Cover Curing. The saturated covers used
under this method shall be burlap meeting the requirements
of NYSDOT 711-OED.. Curing shall begin as soon as the
z
concrete has hardened sufficiently to prevent surface
damage from the saturated burlap. All exposed concrete
surfaces on the precast unit shall be covered with burlap,
saturated with water before- applying. The burlap shall be
kept saturated and the units kept at a temperature of not less
than 70°F for a period of not less than 72 hours. Additional
_ curing time may be necessary to meet the 28 day strength
~ requirements.
d. Moisture Retention Curing. Units cured in accordance
with these methods shall be maintained at a minimum
temperature of 45°F for 7 days. Additional curing time may
be necessary to meet the 28 day strength requirements.
When the specified 28 day compressive strength or 5000
psi, whichever is less, has been reached, the 45°F minimum
~,,, curing temperature is no longer required and the unit may be
exposed to freezing temperatures.
i. Membrane Curing Compound: The membrane
~r curing compounds used under this method must
meet the requirements of NYSDOT 711-05 and
i must appear on the New York State Department of
Vii. Transportation current Approved List of Membrane
Curing Compounds under B, Clear (with fugitive
dye}. The compound shall be properly agitated
immediately before each use. A minimum
coverage rate of one gallon per 150 square feet
shall be used. The membrane curing compound
~ shall be applied to the concrete surface after
1rr
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finishing as soon as the free water on the surface
has disappeared and no water sheen is visible, but
not so late that the liquid curing compound will be
absorbed into the concrete. When curing
compound cannot be applied within the above
requirements, the manufacturer shall instead
immediately begin curing the unit in accordance
with one of the other curing methods contained in
this specification, until curing compound can be
applied. When curing compound is to be used in
conjunction with any other method of cure, the
Engineer shall be notified prior to the start of any
production. If the forms are left on far a minimum
is of 7 days, curing compound is not required on any
~, formed surfaces. When the forms are removed
prior to 7 days, the exposed concrete surfaces
i shall be wet with water within one half hour of form
removal and shall be kept moist until the curing
compound is applied. Before application, the
concrete shall be allowed to reach a uniformly
d
amp appearance with no free water on the surface
and then the compound shall be applied
' immediately. This method of curing shall not be
i used on any concrete surface which is to have
plastic concrete bonded to it. Another approved
t
method of curing shall be used when this condition
exists.
ii. Curing Covers. The curing covers used under this
- method shall be either Plastic Coated Fiber
Blankets NYSDOT 711-03, appearing on the New
York State Department of Transportation Approved
List of Polyethylene Curing Covers meeting the
requirements of NYSDOT 711-04. Curing covers
shall be placed immediately following the finishing
~'
~" operation or form removal, whichever is applicable.
Care shall be taken not to damage any exposed
concrete surfaces during cover placement. Curing
.covers shall be placed and secured and be of such
~" condition as to minimize the loss of moisture and
_ temperature. When it is necessary to use more
~ than one curing cover, the edges shall be lapped a
minimum of 12".
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SECTION 03400
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H. Repair: Precast concrete units that contain minor defects caused
by manufacture or mishandling shall be repaired at the
manufacturing site. In addition, units that contain minor defects
caused by mishandling during shipment or installation shall be
repaired at the project site. Major defects and non- repairable
4 defects in a unit will be cause for rejection of the unit. Defects are
defined as follows:
,,,, a. Surface Defects. Surface voids or bugholes which are less
than 5/8" in diameter and less than '/" deep are acceptable,
except as noted under 4.c of this section. Surface defects
~, need not be repaired.
b. Minor Defects. Minor defects are defined as: spans,
honeycombing and surface voids which have no dimension
greater than 12" when measured along a straight line and do
not expose the reinforcing steel. No minor defect shall be
repaired without prior approval of the Engineer. Minor
defects shall be repaired without prior approval of the
Engineer. Minor defects shall be repaired by removing all
unsound concrete from the defect and then filling the void
with concrete repair material meeting the requirements of
NYSDOT 701-04. Concrete repair material shall have a
color similar to that of the precast unit. The repair shat{ be
finished. to the proper shape and cured in accordance with
the repair material manufacturer's recommendations. It shall
withstand a moderate blow with a 16 ounce hammer. The
blow shall produce a sharp ring, indicating proper bonding of
the repair. The repairs shall be made to the satisfaction of
the Engineer.
c. Major Defects. Major defects are defined as: spans,
honeycombing and surface voids which have any dimension
greater than 12" when measured along a straight fine and do
not expose the reinforcing steel. Cracks which go through
the section or are greater than 0.01" in width are also major
defects. Major defects shall be sufficient cause to reject the
precast element.
d. Non-Repairable Defects. Non-repairable defects are defined
as: cracks in a concrete surface, which wilt be exposed to
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SECTION 03400
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PRECAST CONCRETE PRESSURE REDUCING VAULT
view after installation, that are visible when viewed in good
typical lighting with the naked eye at a 10 foot distance;
minor defects which in total make up more than 5% of the
~r• surface area of the unit and excessive surface defects on
more than 5% of the surface area which will be exposed to
view after installation. Non-repairable defects will be cause
~ for rejecting the precast element. The Engineer will evaluate
all defects and determine which of the above defect
_ categories apply.
Sampling and Testing
a. General. The concrete precast manufacturer shall employ a
testing laboratory approved by the Engineer to perform tests
and to submit test reports if required.
b. Sampling and testing for quality control during placement of
concrete shall include the following, as directed by the
testing laboratory:
i. .Sampling Fresh Concrete: ASTM C 172, except
modified for slump to comply with ASTM C 94.
ii. Slump: ASTM C 143; one test at point of discharge
for each day's pour of each type of concrete;
additional tests when concrete consistency seems to
have changed.
iii. Air Content: ASTM C 173, volumetric method for
lightweight or normal weight concrete; ASTM C 231
pressure method for normal weight concrete; one for
each day's pour of each type of air-entrained
concrete.
iv. Concrete Temperature: Test hourly when air
temperature is 40°F (4°C) and below, when 80°F
(27°C) and above, and each time a set of
compression test specimen is made.
v. Compression Test Specimen: ASTM C 31; one set of
4 standard cylinders for each compressive strength
test, unless otherwise directed.
vi. Compressive Strength Tests: ASTM C 39; one set
for each day's pour exceeding 5 cu. yds. plus
additional sets for each 50 cu. Yds. more than the first
25 cu. yds. of each concrete class placed in any one
day; one specimen tested at 7 days, two specimens
it
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SECTION 03400
PRECAST CONCRETE PRESSURE REDUCING VAULT
tested at 28 days, and one specimen retained in
reserve for later testing, if required.
vii. When frequency of testing will provide fewer than 5
strength tests for a given class of concrete, conduct
testing from at least 5 randomly selected batches or
from each batch if fewer than 5 are used.
vii. Strength level of concrete will be considered
satisfactory if averages of sets of three consecutive
strength test results .equal or exceed specified
compressive strength, and no individual strength test
result falls below specified compressive strength by
more than 500 psi.
c. Test Results: Test results shall be reported in writing to the
Engineer, precast manufacturer and Contractor within 24
hours after tests. Reports of compressive strength tests
shall contain the project identification name and number,
date of concrete placement, name of concrete testing
service, concrete type and class, location of concrete batch
in structure, design compressive strength at 28 days,
concrete mix proportions and materials compressive
breaking strength, and type of break for both 7-day tests and
28-day tests.
d. Non-destructive Testing. Impact hammer, sonoscope, or
other non-destructive device may be permitted, but shall not
be used as the sole basis for acceptance or rejection.
e. Additional Tests. The testing service will make additional
tests of in-place concrete when test results indicate specified
concrete strengths and other characteristics have not been
attained in the structure, as directed by the Engineer:
Testing service may conduct tests to determine adequacy of
concrete by cored cylinders complying with ASTM C 42, or
by other methods as directed.
J. Coating: Provide asphaltic coating of entire outside of vault and
sides and top of top slab.
K. Shipping: No units will be considered for shipment until they have
been accepted by the Engineer. This acceptance shall include
r. verifFCation that the units are free from defects as noted under
is
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SECTION 03400
PRECAST CONCRETE PRESSURE REDUCING VAULT
Repairs and. all specification requirements, including the
compressive strength and tolerance requirements, have been
achieved. In addition, units produced between the dates of October
31St and April 1St will not be considered for shipment for a minimum
of 72 hours following the completion of casting.
3.2 VAULT INSTALLATION
""' A. Excavation: Excavate to outside dimensions of vault plus the
distance for select material on each side, plus the minimum width
- necessary for compaction equipment on each side, as well as
necessary area for dewatering sump. Provide benching or shoring
as necessary for a stable excavation. Excavate to the depth of
vault plus the depth of select material beneath the vault. Dewater
"' as necessary. Compact the existin sub rade
g g prior to placing
select material. Ensure a solid bearing surface. If yielding of the
subgrade is apparent, over excavate and place additional select
material as necessary for stabilization.
$. Setting Vault: Ensure equipment chosen to set the vault has
~ adequate lift capacity, considering the distance that the equipment
will be from delivery trucks and the excavation. Confirm adequate
clearance to overhead electric lines is available. Coordinate with
.r.
utility companies to shield, temporarily de-energize, or temporarily
relocate overhead lines that are in conflict with the lift. Confirm
,„ correct orientation of the vault, or vault sections. Place the vault or
sections so that they are level and plumb. Place any necessary
i anti buoyancy concrete. Provide butyl rubber sealant between
sections. Parge joints with non-shrink grout on the outside and
inside of vault.
C. Backfill: Install. all penetrating piping prior to back fill. Backfill in
maximum of 6" lifts. Place existing material and compact prior to
placing select material. Provide compaction as specified in section
02225: Trenching
D. Concrete Fill to Slope to Sump: If sloping is not provided by pre-
cast manufacturer, provide pre-molded joint material around inside
perimeter of vault. Provide bonding agent to horizontal and vertical
r; surfaces to receive grout and ensure adequate ventilation to protect
+~ workers. Provide grout with a minimum compressive strength of
3000 psi at 28 days. Slope to sump at a minimum of/" per foot in
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SECTION 03400
PRECAST CONCRETE PRESSURE REDUCING VAULT
all directions to sump. Provide a smooth troweled finish unifo
rm i n
color and appearance over the entire area. Cure in conformance
with Section 3,1.
E. Piping and Appurtenances: Provide "Link Seal" or approved equal
mechanical seats at water main and sump drain penetrations.
Provide pipe and valves as indicated in Section 02667, Project
Water Mains. Provide adjustable pipe supports as necessary to
adequately support piping. Install piping level and plumb and
confirm leak tightness of installation. Provide PVC pipe for hatch
frame drain; secure to vault wall as necessary. Provide PVC sump
drain installed at a minimum of 1 % slope to daylight.
F. Water Tightness: Provide confirmation to Engineer that no water
enters the vault though any penetration or joint.
END OF SECTION
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