Contract Documents Airport DriveCONTRACT DOCUMENTS
SPECIFICATIONS
FOR
PHASE I
AIRPORT DRIVE RECREATION SITE
PROPOSED SOCCER FIELD ` AND SITE IMPROVEMENTS
TOWN OF WAPPINGER
( DUTCHESS COUNTY, NEW YORK
JULY 1995
PREPARED BY:
PAGGI & MARTIN
t Consulting Engineers & Land Surveyors
54-56 Main Street
Poughkeepsie, New York 12601
TABLE OF CONTENTS
ADDENDA BULLETIN
NOTICE TO BIDDERS
INFORMATION TO BIDDERS
INSTRUCTION FOR BIDDERS
BID AND PROPOSAL FORM
NON -COLLUSION CERTIFICATION
CONTRACT AGREEMENT
ACKNOWLEDGMENT
PREVAILING WAGE SCALES
GENERAL PROVISIONS
GENERAL SPECIFICATIONS
DETAILED SPECIFICATIONS
SECTION 00010
ADDENDA BULLETIN
ADDENDA BULLETIN
1. Addenda may be published pertaining to this project.
2. Please complete this form to expedite prompt delivery of
Addenda to you, and mail immediately.
3. Do not use a Post Office Box Address, as telegram addenda
cannot be delivered.
4. It is not necessary to complete this form unless you are
a plans and specifications purchaser or examiner.
5. Mail this completed form to:
Town of Wappinger
Attention: Town Clerk
20 Middlebush Road
P.O. Box 324
Wappingers Falls, New York 12590
PROJECT: Airport Drive Recreation Site
Proposed Soccer Field and Site Improvements
Town of Wappinger
Dutchess County, New York
YOUR FIRM NAME
YOUR STREET. ADDRESS
YOUR CITY, STATE, ZIP CODE
YOUR PHONE NUMBER
FAX 0
NO. OF SETS OF PLANS AND SPECIFICATIONS PURCHASED
PLEASE CHECK ONE:
PRIME CONTRACTOR
SUBCONTRACTOR
SECTION 00010-1
ADDENDA BULLETIN
ADVERTISEMENT FOR BIDS
RECEIPTS OF BIDS
Separate sealed bids on enclosed forms as prepared by the Town
Engineer will be received by the Town Clerk until 10:45 A.M.
(Local Time) on July 24, 1995 for:
PHASE I
AIRPORT DRIVE RECREATION SITE
PROPOSED SOCCER FIELD AND SITE IMPROVEMENTS
TOWN OF WAPPINGER
DUTCHESS COUNTY, NEW YORK
for the construction of parking facilities and access road.
Sealed bids will be publicly opened and read aloud at 11:00 A.M.
' (Local Time) on July 24, 1995 at the Town. Hall, 20 Middlebush
Road, Wappingers Falls, New York.
The. Information for Bidders, Specifications and other Contract
Documents may be reviewed at the office of the Town Clerk, Town of
Wappinger, 20 Middlebush Road, Wappingers Falls, New York 12590,
and at the office of Paggi & Martin, Consulting Engineers,
54-56 Main Street, Poughkeepsie, New York 12601.
NTB -- 1
Drawings and other Contract Documents will be available on
t July 6, 1995, and may be obtained ONLY at the Town Hall upon
deposit of $ 25.00 per set which is non-refundable. Deposit made
by check shall be made payable to the Town Clerk.
Each Bid shall be accompanied by a Certified Check or Bid Bond in
the amount of five (5) percent of the base Bid in the form and
subject to the conditions provided in the Information for Bidders.
No Bidder may withdraw a Bid within forty-five (45) days after the
actual date of the opening thereof.
The Bid Deposit shall be made in a Certified Check from the Bidder
or in a Bid Bond on the form of said Bid Bond attached hereto and.
be drawn payable to the Town of Wappinger.
OWNERS RIGHTS RESERVED: The Town of Wappinger, herein called the
Owner, reserves the right to reject any or all Bids and to waive
any formality or technicality in any Bid in the interest of the
Owner and in accordance with the Law.
NTB - 2
STATEMENT OF NON -COLLUSION: Bidders on this Contract are required to
execute the Non -Collusion Bidding Certificate, attached herein,
pursuant to 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.
The Town of Wappinger hereby notifies all Bidders that it will
affirmatively insure that, in regard to any Contract 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 for any awards.
The work required by this Contract shall consist of furnishing all
labor, equipment, materials, supervision, and performing all work
i
necessary to complete project as herein described. The major component
of said work are approximately:
1. 200 S.Y. of asphalt paved entry and exit.
2. 71600 S.Y. of stone filled parking areas for 186 car
spaces and drive aisles.
3. 80 L.F. of 21" diameter reinforced concrete culvert
pipe extension with end section and light stone fill
rip -rap.
4. Erosion and sedimentation control measures.
5. Signage
6. 4,500 S.Y. Landscape Restoration.
NTB - 3
The Town of Wappinger is exempt under the Tax Law, of New York
State, Article 28 - Part III, and is exempt from payment of Sales
and Compensating Use Taxes of the State of New York on all
materials which are incorporated into work pursuant to the
provisions of the Contract. These taxes are not to be included in
the Bid under New York State Tax Law, Article 28, Part III.
This notice is issued in the name of the Owner, The Town of
Wappinger, Wappingers Falls, New York.
Dated: July 5, 1995 Elaine Snowden
Town Clerk
Town of Wappinger
Town Clerk's Office
P.O. Box 324, Middlebush Road
Wappingers Falls, New York 12590
NTB - 4
INFORMATION TO BIDDERS
Sealed bids for the Airport Drive Recreation Site - Proposed
Soccer Field and Site Improvements for the Town of Wappinger
will be received at the office of the Town Clerk, 20
Middlebush Road, Wappingers Falls, New York until
10:45 A.M. (Local Time) on July 24, 1995, and shall be
publicly opened and read aloud by the Town Clerk of the Town
of Wappingers Falls, or her representative at 11:00 A.M.
(Local Time) on July 24, 1995.
Each bidder must deposit with his proposal and bid a
certified check or bid bond for 5% bid price, made payable to
the Town Clerk, Town of Wappinger, Wappingers Falls, New
York.
The bidder awarded the contract, which shall be subject to
the approval of the Town Board as to form and sufficiency,
will be required to execute Contract and Performance Bond
satisfactory to the Town Attorney on which the following
provisions and stated sums are incorporated by reference to
these instructions and general conditions.
1. Amount of Contract and Performance Bond is 100% of
bid form and terms subject to owner's approval.
2. Contractor's bodily injury liability insurance -
$1,000,000/$3,000,000.
Contractor's property damage liability insurance,
including blasting insurance -
$ 1,000,000/$ 3,000,000
ITB - 1
All insurance policies must contain a provision that claims
made in connection with the project will be acknowledged by
the carrier and the extent that the carrier will defend and
indemnify the owner against same.
3. Insurance protecting
agents and employees
or death to persons
above amounts.
owner and engineer and their
against claims from injuries
or damage to property in the
4. Workmen's Compensation Insurance - Statutory.
5. The work of the entire contract shall be completed
in 30 calendar days. A deduction will be made from
the contract price of $50.00 per day for every
calendar day after the completion date indicated
above, that the entire contract is not completed in
every detail.
6. The work specified in the following proposal,
specifications and on contract drawings is as
follows: The work required by the project shall
consist of all labor, equipment, materials and
supervision, and performing all work necessary to
install the proposed parking facilities and access
road, to the lines and grades as indicated on the
Contract Drawings.
It is the belief that the expenditures are
justified by the benefits which accrue to the said
residents. If said residents do not get the use of
the facilities for which the expenditures are made,
there is a consequently financial loss to those
residents which cannot be exactly computed. The
Engineers of the owner have figured that the time
to be deducted from the contract price for not
completing on time is a reasonable computation of
the loss to the residents of the Town.
ITB - 2
Consideration of any extra work of supplemental contract work
added to the original contract, as well as extenuating
circumstances beyond the control of the Contractor will be
given due consideration by the Owner before any deductions
from the contract price is made.
7. Bids will be compared on the basis of the totals of
the schedule of estimated quantities comprising all
items at the respective lump sum prices and/or unit
prices bid for those items. In the event there is a
discrepancy between any figures written in words
and written in figures, the price written in words
shall govern. The Town Board reserves the right to
waive any irregularities or informalities in, or to
reject any or all bids..
8. No oral interpretations shall be made to any bidder
as to the meaning of any of the contract documents
or be effective to modify any of the provisions of
the Contract Documents.
9. Bidders must certify that they will comply with all
the provisions of all laws and of the Labor Law
applicable to construction operations and contracts
and that employees are being paid at prevailing
wage rated for similar work in their are and that
such wage scales and other provisions of employment
conform to Section 220 of the Labor Law of the
State of New York.
10. The Town Board reserves the right to increase or
decrease any item in this contract they deem to be
in the best interest of the Town.
11, The Contractor agrees that before making his
proposal he carefully examine the contract
documents, together with the site of the proposed
work, as well as its surrounding territory, and 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, including the existence of poles,
wires, pipes and other facilities and structures of
municipal and other public service corporations on
over and under the site, and that this information
was secured by personal investigation and research
and not from estimates or records of the Owner, and
that he will make no claim against the Owner by
reason of estimates, tests or representations of
any officer or agent of the Owner.
ITB - 3
12. The Contractor is cautioned that the location of
any storm drains, sanitary sewer lines, water mains
or other utilities within or adjacent to the
proposed construction as shown on the plans is
intended for general information only. The
locations, depth, and data as to the underground
conditions shown on the plans have been obtained
from local information and conditions noted on the
surface. This information is furnished without any
warranty expressed or implied as to its exactness
or completeness. The Contractor alone shall be
responsible for the accurate determination of the
location and depth of all structure and utilities
and the nature of the underground strata and shall
make no claim if the information furnished is
erroneous in any respect or those shown or
indicated.
It shall be the Contractor's responsibility to
protect and support in a suitable manner all
utilities or structures encountered in the
trenching and excavating operations. The
Contractor shall make good at his own expense any
damage to these lines caused by these operations;
and if the nature of the damage is such as to
endanger the operation of these utilities and the
necessary repairs are not immediately made by the
Contractor, the work may be performed by the owner
or others and the cost thereof charged against the
Contractor.
13. The said work shall be performed in accordance with
the true intent and meaning of the contract
documents without any further expense of any nature
whatsoever to the owner other than the
consideration named in this agreement. The owner
reserves the right, at any time during the progress
of the work, to alter -the plans or omit any portion
of the work as it may'deem reasonably necessary for
the public interest; making allowances for
additions and deductions at the price named in the
proposal, for this work without constituting
grounds for any claim by the Contractor for
allowance for damages or for loss of anticipated
profits, or for any variations between the
approximate quantities and the quantities of the
work as done.
ITB - 4
14. All reference points and bench marks will be given
by the Engineer. The Contractor shall be
responsible to maintain the grade and alignment as
shown on the plan.
15. The Contractor must carefully preserve bench marks,
reference points, and stakes set by the Engineer;
and in case of their willful or careless
destruction, he will be charged with the expense of
their replacement; and he shall be responsible for
any damages or mistakes that may be caused by their
loss or disturbance.
16. The Contractor's attention is directed to the fact
he may not have exclusive occupancy of the
territory within or adjacent to the limits of the
contract. The Contractor will be required to
cooperate with other contractors and the Owners of
the various utilities and to coordinate and arrange
the sequence of his work to conform with the
progressive operations of the work already under
contract and to be put under contract. In case of
indifference between the operators of the
utilities. Owners and different contractors, the
Owners will be the sole judge of the rights of each
contractor and the sequence of the work necessary
to expedite the completion of the entire project,
and in all cases his decision will be accepted as
final.
17. The quantities appearing in the prepared bid
schedule are approximate only and are prepared for
the comparison of bids. Payment to the Contractor
will be made only for the actual quantities of work
performed or materials furnished in accordance with
the contract, and it is understood that the
scheduled quantities of work to be done, and
materials to be furnished may each be increase,
diminished or omitted as hereinafter provided
without in any way invalidating the unit prices
bid.
ITB - 5
18. State wage rates are included in the
specifications.
19. The Contractor and all subcontractors shall, as a
condition precedent to performing any work on this
project, furnish to the owner a list of all
litigation, arbitration or other legal proceedings
in which the Contractor or Subcontractors have been
directly or indirectly involved in the last five
years from the date of this agreement, and in which
any owner, architect or engineer or any consultant
to any owner, architect or engineer were names as
parties to the litigation, arbitration or other
legal proceedings.
20. The Contractor shall be responsible for scheduling
of all work with the Town of Wappinger Highway
Department, Recreation Department, Engineers
Office, and any other government agency having
jurisdiction.
ITS 6
21. The Owner, or his representative, may withhold or
cause to be withheld from the Contractor so much of
the accrued payments or advances as may be
considered necessary to pay laborers and mechanics
employed by the Contractor or any subcontractor on
the work the full amount of wages required by the
contract. In the event of failure to pay any
laborer or mechanic employed or working on the site
of the work all or part of the wages required by
the contract, the Owner or his representative may,
after written notice to the Contractor, take such
action as may be necessary to cause the suspension
of any further payment advance, or guarantee of
funds until such violations have ceased.
The Contractor at the conclusion of the Contract
shall submit a release of liens indicating that all
subcontractors and material suppliers, if any, and
suppliers have been paid.
22. Payroll records will be maintained during the
course of the work and preserved for a period of 3
years thereafter for all laborers and mechanics
working at the site of the work. Such records will
contain the name and address of each such employee,
his correct classification, rate of pay, daily and
weekly number of hours worked, deductions made and
actual wages paid. The Contractor will make his
employment records available for inspection by
authorized representatives of the Surgeon General,
and will permit such representatives to interview
employees during working hours on the job.
The Contractor will, in addition, submit bi-weekly
a certified copy of all payrolls to the Owner, or
his representative. Such copies shall be retained,
in accordance with instructions, by the Owner for a
period of 3 years from the date of completion of
the contract, and shall be available for inspection
by authorized representatives of the Surgeon
General. The certification will affirm that the
payrolls are correct and complete, that the wage
rates contained therein are not less than those
determined by the Secretary of Labor and the
classifications set forth for each laborer or
mechanic conform with the work he performs.
23. Apprentices will be permitted to work only under a
bonafide apprenticeship program registered with a
State Apprenticeship Council which is recognized by
the Federal Committee on Apprenticeship, U.S.
Department of Labor; or if no such recognized
Council exists in a State, under a program
registered with the Bureau of Apprenticeship, U.S.
Department of Labor.
ITB -7
INSTRUCTION FOR BIDDERS
NONDISCREW NATION IN EMPLOYMENT
Contracts for work under this proposal will obligate the
contractors and sub -contractors not to discriminate in
employment practices.
Bidders must, if requested, submit a compliance report
concerning their employment practices and policies in order
to maintain their eligibility to receive the award of the
contract.
Successful bidders must, if requested, submit a list of'all
sub -contractors who will perform work on the project and
written signed statements from authorized agents of the labor
pools with which they will or may deal for employees on the
work together with supporting information to the effect that
said labor pools practices and policies are in conformity
with Executive Order No. 11246 and that said labor pools will
affirmatively cooperate in or offer no hindrance to the
recruitment, employment, and equal treatment of employees
seeking employment and performing work under the contract or,
a certification as to what efforts have been made to secure
such statements when such agents or labor pools have failed
or refused to furnish same prior to the award of the
contract.
Successful bidders must be prepared to
with the non-discrimination provisions
reverse of the Labor Standards Contract
included in the specifications.
IFB - 1
comply in all respects
to be found on the
Provisions which are
NONSEGREGATED FACILITIES
A. A Certification of Nonsegregated Facilities, as
required by the May 9, 1967, order (32 F.R. 7439,
May 19, 1967) on Elimination of Segregated
Facilities, by the Secretary of Labor, must be
submitted prior to the award of a Federally assisted
Construction Contract exceeding $10,000.
B. Contractors receiving Federally assisted
construction contract awards exceeding $10,000 will
be required to provide for the forwarding of the
following notice to prospective subcontractors for
supplies and construction contractors where the
subcontracts exceed $10,000.
NOTICE TO PROSPECTIVE SUBCONTRACTORS OF REQUIREMENT
FOR CERTIFICATIONS OF NONSEGREGATED FACILITIES.
A. A Certification of Nonsegregated Facilities, as
required by the May 9, 1967, order (32 F.R. 7439,
May 19, 1967) on Elimination of Segregated
Facilities, by the Secretary of Labor, must be
submitted prior to the award of a subcontract
exceeding $1.0,000.
B. Contractors receiving subcontract awards exceeding
$10,000 will be required to provide for the
forwarding of this Notice to prospective
subcontractors for supplies and construction
contracts where the subcontracts exceed $10,000.
IFB - 2
W :a�
PHASE I
AIRPORT DRIVE RECREATION -SITE
PROPOSED SOCCER FIELD
AND
SITE L"FROVENIENTS
TOWN OF WAPPINGER
BID PROPOSAL
RECEIVED
J U L 2 4 1995
ELAINE SNOWDEN
TOWN CLERK
0 THE TOWN OF WAPPINGER, WAPPINGERS FALLS, N.Y.
ade by Ameri-Tech Construction & Development Corporation
?.0. Address 1611 Route 9,
Board Members:
Wappingers Falls, New York 12590
Pursuant to and in compliance with your Advertisement of July
5, 1995, and the Information for Bidders relating thereto,
the undersigned states that he has examined the Contract
Documents and the site, and that he understands the purport
and magnitude of the work intended, and the undersigned
hereby offers to furnish all labor, materials, supplies,
equipment, and other facilities and things necessary or
proper for or incidental to the proper construction of the
work advertised, and to construct the said work in strict
accordance with the Contract Documents and such detailed
directions, plans, and drawings as may be furnished from time
to time during the progress of construction by the Engineer
at the following prices which prices include all incidental
work, vis:
BP - 1
i
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5a
yon,
----------------------
T
UNIT
DESCRIPTION WITH
UNIT
I
PRICE WRITTEN IN
WORDS
L.S.
EARTHWORK
SIXTEEN THOUSAND FOUR HUNDRED
NINTEEN
DOLLARS &
r
s
NO
CENTS
H�1 N
3
PER LUMP SUM
DELETE
l"500
S.Y.
LANDSCAPE RESTORATION
—
<N:'
TOPSOIL, SEED & MULCH
t„
ONE
DOLLARS &
,3
NO
CENTS
PER S.Y.
.k
12
EA.
RE—TRANSPLANT TREES
FOUR HUNDRED
DOLLARS &
NO
CENTS
:.
PER EACH
�r
170
S.Y.
ASPHALT PAVEMENT
TWENTY
NO
PER S.Y.
f
F BP — 2
DOLLARS &
CENTS
UNIT II TOTAL
PRICE PRICE
$16419.OQLS 11$16,419.(
$ 1.00 /SYIf $ 4 , 500.d0 I-
$ 400.00 /EAII$4,800.01
t/
$ 20.00 /Sy11$3,400.0� I
BEST UNIT DESCRIPTION WITH UNIT
,QTY PRICE WRITTEN IN WORDS
51700 S.Y. STONE PARKING AREA
-'S/B
SIX DOLLARS &
71800
* TEN CENTS
;�. ----- ----- DELETE
° * Per Addendum 1 attached,
correct estimated quantity
should be 7,800 Sq. yds.
rather than 5,700 sq, yds.
„ ----- DELETE
S
------11 "---- II DELETE
BP - 3
ON
UNIT TOTAL
PRICE 11 PRICE
$ 6.10 /Sy11$47,580.�0,,/"'- 1
NO CENTS
1 EA. REINFORCED CONCRETE FLARED
END SECTION WITH LIGHT STONE
FILL RIP -RAP
ONE THOUSAND ONE HUNDS&,ARS &
NO CENTS
PER EA.
BP - 4
UNIT it TOTAL
PRICE PRICE
$ 2000. Oo/LS II $ 2, 000. C
$ 40.00 /LFII$ 3,200.gp�
$ 1100.00 /EAII $ 1, 100. 0
UNIT
DESCRIPTION WITH UNIT
PRICE WRITTEN IN WORDS
L.S.
EROSION & SEDIMENTATION
CONTROL
TWO THOUSAND DOLLARS &
NO CENTS
PER L.S.
L.F.
21" DIAMETER REINFORCED
CONCRETE STORM SEWER PIPE
�z
FORTY DOLLARS &
NO CENTS
1 EA. REINFORCED CONCRETE FLARED
END SECTION WITH LIGHT STONE
FILL RIP -RAP
ONE THOUSAND ONE HUNDS&,ARS &
NO CENTS
PER EA.
BP - 4
UNIT it TOTAL
PRICE PRICE
$ 2000. Oo/LS II $ 2, 000. C
$ 40.00 /LFII$ 3,200.gp�
$ 1100.00 /EAII $ 1, 100. 0
9ST CTNIT DESCRIPTION WITH UNIT
PRICE WRITTEN IN WORDS
S. L.S. SIGNAGE
TWO THOUSAND DOLLARS &
NO CENTS
PER L.S.
vjlu�l
UNIT TOTAL
PRICE 11 PRICE
$2,000.00 /LS II$ 2,000 .
AIRPORT DRIVE RECREATION SITE
PROPOSED SOCCER FIELD
AND
SITE IMPROVEMENTS
BID PROPOSAL
FIGURES $ 84,999.00
E"
EIGHTY FOUR THOUSAND NINE HUNDRED
WORDS and NINTY NINE
AND NO
BP - 6
DOLLARS
CENTS
s
ZMTION^ The summation of this 1' idj for this Contract is
1sgd.on the approximate statemen' quantities given above
4!.the prices bid and stipulated for the various items.
Its, statement is made with the understanding that it is not
;',part of the bid and is solely a matter of information for
>pvenience in comparing the bids at the time of opening.
le bidder further declares that he is/they are the only
rson/persons interested in this Proposal and that it is
►de without.any connection with any other person or persons
king proposals for the same work and that it is in all
igpects fair and without collusion or fraud.*
A he/they does/do hereby agree that if this Proposal is
�cepted, he/they will execute and deliver bond in a penalty
ual to the amount of the Contract to that approved by the
wn to construct the work at the price and upon the terms
oposed according to the drawings and specifications of the
,ccompanying this Proposal under separate cover, is a Bid
;ond, cash, cashier's check, or certified check for 50 of bid
mount payable to the Town of Wappinger. In case this
,proposal is accepted by the Town, and the undersigned shall
ail to execute the Contract with, and to give a bond to the
'awn according to the "Information for Bidders", then the
aid Bid Bond, cash, cashier's check, or certified check
hall become the property of the Town; otherwise it shall be
eturned to the undersigned.
If written notice of the acceptance of this bid is mailed,
telegraphed, or delivered to the undersigned within 60 days
after the date of opening of the bids, or anytime thereafter
before this bid is withdrawn, the undersigned shall within
five (5) days after date of such mailing, telegraphing, or
delivering of such notice, execute and deliver a Contract,
and a Performance Bond as called for in the "Information to
Bidders".
BP - 7
TD: July 20, 1995
FIRM NAME:
Ameri-Tech Consttucti
AUTHORIZED SIGNATURE:
TITLE: Vice President
asurer
t Corporation
WDRESS: 1611 Route 9, Wappingers Falls, New'York 12590
:ROSS OUT WORDS WHICH DO NOT APPLY.
EF A CORPORATION, GIVE THE STATE OF INCORPORATION, USING
ME PHRASE "A CORPORATION ORGANIZED UNDER THE LAWS OF
New York
is *IF A PARTNERSHIP, GIVE NAMES OF PARTNERS, USING ALSO THE
a.
,,.,PHRASE "CO-PARTNERS TRADING AND DOING BUSINESS UNDER THE
FIRM NAME AND STYLE OF N A
r*IF AN INDIVIDUAL USING A TRADE NAME, GIVE INDIVIDUAL NAME,
USING ALSO THE PHASE "AN INDIVIDUAL DOING BUSINESS UNDER
THE FIRM NAME AND STYLE OF N/A
:FULL NAMES AND RESIDENCES OF ALL PERSONS INTERESTED IN THE
PROPOSAL AS PRINCIPALS ARE AS FOLLOWS:
h` NAMES: Albert Pettinella
ADDRESS: 21 Penny Place, Fishkill, N.Y. 12524
NAME. Joseph A_ Pettinella
ADDRESS: 37 Cherry Lane, Fishkill, N.Y. 12524
STATE OF: New York
COUNTY OF :
s�= Dutchess
THE SIGNER OF THE ABOVE PROPOSAL, BEING SWORN, SAYS THAT
y THE SEVERAL MATTERS STATED THEREIN ARE IN ALL RESPECTS TRUE
TO THE KNOWLEDGE OF THE DEPONENT.
SWORN TO AND SUBSCRIBED TO "BEFORE ME THIS 041 DAY OF
19 �✓
DALE R. O'DONNEU,
Notary Public, State of New York
No. 4631088
Qualified in Dutchess County /
Commission Expires March 30, 19—A
BP - 8
UNDERSIGNED REPRESENT THAT PURSUANT TO SECTIONS 103-A AND
$� „�OF THE GENERAL MUNICIPAL LAW OF THE STATE OF NEW YORK,
$RSON REFERRED TO IN THE ATTACHED PROPOSAL WHO IS .THE
OR WHO IS OR WAS A MEMBER, PARTNER, DIRECTOR OR
OF THE BIDDING FIRM OR ENTITY UNDER THIS PROPOSAL HAS
TO SIGN A WAIVER OF IMMUNITY OR TO ANSWER ANY
QUESTIONS RELATING TO ANY TRANSACTION OR CONTRACT
;]THE STATE OF NEW YORK, ANY POLITICAL SUBDIVISION
F OR ANY PUBLIC AUTHORITY, DURING THE PERIOD OF 5
PRIOR TO THE DATE HEREOF. THE UNDERSIGNED AGREES THAT
CONTRACT AWARDED AS A RESULT OF THIS BID MAY BE CANCELLED
,UT.'PENALTY UPON THE GROUNDS SET FORTH IN SECTION 103-A
103-B OF THE SAID GENERAL MUNICIPAL LAW. THE NAMES AND
SSES OF ALL PERSONS AND PARTIES INTERESTED IN THE
,IEGOING BID ARE AS FOLLOWS:
^'
Abert Pettinella 2 Penny Fishki,ll. N.Y. 12524
5 + -
4ti'I
Joseph A. Pettinella 37 CherryLane, Fishkill, N.Y. 12524
aMkS
',SUBMISSION OF THIS BID, EACH BIDDER AND EACH PERSON
;GNING ON BEHALF OF ANY BIDDER CERTIFIES, AND IN THE CASE OF
JOINT BID EACH PARTY THERETO CERTIFIES AS TO ITS OWN
IGANIZATION, UNDER PENALTY OF PERJURY, THAT TO THE BEST OF
IOWLEDGE 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.
NCC - 1
2. UNLESS OTHERWISE REQUIRED BY LA, THE PRICES WHICH
HAVE BEEN QUOTED IN THIS BID HAVE NOT BEEN KNOWINGLY
DISCLOSED BY THE BIDDER AND WILL NOT KNOWINGLY BE
DISCLOSED BY THE BIDDER PRIOR TO OPENING, DIRECTLY
OR INDIRECTLY, TO ANY OTHER BIDDER OUT TO ANY
COMPETITOR; AND
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 NAY 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 THEREFOR. 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 POLITICAL SUBDIVISION,
PUBLIC DEPARTMENT, AGENCY OR OFFICIAL THEREOF TO WHICH THE
BID IS MADE, OR HIS DESIGNEE, DETERMINES THAT SUCH DISCLOSURE
WAS NOT MADE FOR THE PURPOSE OF RESTRICTING COMPETITION.
,.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 ONE.
ANY BID HEREAFTER MADE TO ANY POLITICAL SUBDIVISION OF THE
STATE OR ANY PUBLIC DEPARTMENT, AGENCY OR OFFICIAL THEREOF
A CORPORATE BIDDER FOR WORK OR 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 SUBDIVISION ONE OF THIS SECTION, SHALL
BE DEEMED TO HAVE BEEN AUTHORIZED BY
OF THE BIDDER, AND SUCH AUTHORIZATION
INCLUDE THE SIGNING AND SUBMISSION OF
INCLUSION THEREIN OF THE CERTIFICATE
THE ACT AND DEED OF THE CORPORATION.
THE BOARD OF DIRECTORS
SHALL BE DEEMED TO
THE BID AND THE
AS TO NON -COLLUSION AS
oseph A. Pettinella
Vice President, Treasurer
NCC - 2
PHASE I
AIRPORT DRIVE RECREATION SITE
PROPOSED SOCCER FIELD
AND
SITE IMPROVEMENTS
TOWN OF W APPINGER
DUTCHESS COUNTY, NEW YORK
AGREEMENT
MADE AND ENTERED INTO THIS 2ND DAY OF
AUGUST 1995, BY AND BETWEEN THE TOWN OF WAPPINGER,
ACTING BY AND THROUGH IT'S TOWN BOARD, HEREINAFTER CALLED THE
"OWNER", AND Ameri-Tech Const. & Dev. CorP., HEREINAFTER CALLED
THE "CONTRACTOR"
WITNESSETH, THAT THE OWNER AND THE CONTRACTOR FOR THE CONSIDERATION
HEREINAFTER MENTIONED, AGREE AS FOLLOWS:
1. THE CONTRACTOR SHALL FURNISH ALL OF THE MATERIAL AND
PERFORM ALL OF THE ESSENTIAL WORK FOR THE CONSTRUCTION AND
COMPLETION OF THE PROPOSED PARKING FACILITIES AND ACCESS
ROAD IN ACCORDANCE WITH THE CONTRACT DOCUMENTS PREPARED BY
PAGGI AND MARTIN, CONSULTING ENGINEERS AND LAND SURVEYORS,
HEREINAFTER CALLED THE ENGINEER.
2. THE WORK OF THIS CONTRACT SHALL COMMENCE ON OR BEFORE THE
DATE SPECIFIED IN.THE WRITTEN "NOTICE TO PROCEED" OF THE
OWNER AND THE CONTRACTOR SHALL FULLY COMPLETE THE PROJECT
WITHIN 30 CONSECUTIVE CALENDAR DAYS THEREAFTER. IN DEFAULT
THEREOF, THE CONTRACTOR SHALL BE LIABLE FOR LIQUIDATED
DAMAGES IN THE AMOUNT OF $ 50.00 DOLLARS PER CALENDAR DAY
OF DELINQUENCY.
CA - 1
3. THE OWNER WILL PAY FOR THE WORK THE UNIT PRICES AND LUMP
SUMS STIPULATED IN THE PROPOSAL, WHICH TOTAL
Eighty Four Thousand Nine Hundred Ninety Nine
DOLLARS ($ 84,999.00 ) FOR BID ITEMS NUMBER 1.01
THROUGH AND INCLUDING NUMBER 12.01, SUBJECT TO ADDITIONS
OR DEDUCTIONS IN QUANTITY OF WORK PERFORMED OR CHANGES
AGREED UPON. PAYMENT WILL BE MADE IN THE MANNER SET OUT
IN THE GENERAL PROVISIONS OF THE CONTRACT AND GENERAL
SPECIFICATIONS.
4. THE CONTRACTOR FURTHER AGREES THAT HE WILL BEGIN THIS WORK
WITHIN TEN (10) DAYS OF THE DATE HEREOF AND
COMPLETE THE WHOLE WORK WITHIN 30 CONSECUTIVE CALENDAR
DAYS THEREAFTER.
5. THE ADVERTISEMENT FOR BIDS, THE INFORMATION FOR BIDDERS,
THE BID PROPOSAL, THE BID ITEM DESCRIPTIONS, THE GENERAL
PROVISIONS AND SPECIFICATIONS, THE DRAWINGS, AND
SPECIFICATIONS CONSTITUTE A PART OF THIS AGREEMENT AND
HAVE THE SAME FORCE AND EFFORT AS IF HEREIN REPEATED.
FOUR COPIES OF THE FOREGOING DOCUMENTS ARE SIGNED AND
WITNESSED BY BOTH PARTIES CONCURRENTLY WITH THIS AGREEMENT
AS CONTRACT COPIES.
CA - 2
IN WITNESS WHEREOF, THIS AGREEMENT HAS BEEN DULY EXECUTED BY THE
OWNER AND CONTRACTOR ON THE DAY AND YEAR FIRST WRITTEN ABOVE.
ACKNOWLEDGMENT OF THE
STATE OF NEW YORK
COUNTY OF DUTCHESS
ON THIS 2ND
TOWN OF WAPPINGER
DU�TJCHESS COUNTY, NEW YORK
C, J.
CONSTANCE 0. SMITfr, SUPERVISOR
Ameri-Tech Construction & Dev. Corp.
SS:
DAY OF August, 1995 ,
S , BEFORE ME PERSONALLY CAME CONSTANCE O. SMITH TO ME KNOWN, WHO
BEING BY ME DULY SWORN, DID DEPOSE AND SAY THAT SHE IS THE TOWN
SUPERVISOR, OF THE TOWN OF WAPPINGER, THE CORPORATION DESCRIBED IN
AND WHICH EXECUTED THE ABOVE INSTRUMENT; THAT SHE KNOWS THE SEAL OF
SAID CORPORATION; THAT THE SEAL AFFIXED TO SAID INSTRUMENT IS SUCH
CORPORATE SEAL; THAT IS WAS AFFIXED TO SAID INSTRUMENT IS SUCH
CORPORATE SEAL; THAT IT WAS AFFIXED BY VIRTUE OF THE AUTHORITY
VESTED IN HER BY LAW, AND THAT SHE SIGNED HER NAME THERETO BY LIKE
AUTHORITY.
SEAL
NOTARY PUBLIC
ALBERT p ROBERT'S
NOTARY PUBLIC, State of New Yolk
Qualified in Dutchess County _ 3 a/
CA r,is Ex�ir Feb. 29. i'
ACKNOWLEDGMENT BY CONTRACTOR, IF A CORPORATION
STATE OF NEW YORK
SS
COUNTY OF DUTCHESS
ON THIS 2ND DAY OF August ,1995
BEFORE ME PERSONALLY CAME Joseph A. Pettinella
TO ME KNOWN AND KNOWN TO ME, WHO BEING BY ME DULY SWORN, DID DEPOSE
AND SAY THAT HE RESIDES IN THE Town of Fishkill
THAT HE IS THE Vice President OF THE
Ameri-Tech Construction. & Develo ment Corporation
A BODY CORPORATE AND THE CORPORATION DESCRIBED IN AND WHICH
EXECUTED THE FOREGOING INSTRUMENT; THAT HE KNOWS THE SEAL OF SAID
CORPORATION;
THAT THE SEAL AFFIXED BY ORDER OF SAID CORPORATION; AND THAT HE
SIGNED HIS NAME THERETO BY LIKE ORDER.
SEAL
N RY L
ALBERT P. ROBERTS
NOTARY PUBLIC, State of New York
Qualified in Dutchess County
Commission Expires Feb. 28, 19 W
CA - 4
ACKNOWLEDGMENT OF OFFICER ATTESTING CONTRACT
STATE OF NEW YORK
SS:
COUNTY OF DUTCHESS
ON THIS DAY OF ,
BEFORE ME PERSONALLY CAME
TO ME KNOWN AND KNOWN TO ME, WHO BEING BY ME DULY SWORN, DID DEPOSE
AND SAY THAT HE RESIDES IN THE
THAT HE IS THE
OF
THE OF
A BODY CORPORATE AND THE CORPORATION
DESCRIBED IN AND WHICH EXECUTED THE FOREGOING INSTRUMENT; THAT HE
KNOWS THE SEAL OF SAID CORPORATION; THAT THE SEAL AFFIXED TO SAID
INSTRUMENT IS SUCH CORPORATE SEAL; THAT IT WAS SO AFFIXED BY ORDER
OF THE BOARD; AND THAT HE SIGNED H.IS NAME
THERETO BY LIKE ORDER.
SEAL
CA -- 5
NOTARY PUBLIC
PREVAILING NEW YORK STATE
WAGE SCALE
THE CURRENT NEW YORK STATE PREVAILING WAGE RATES ARE ON FILE
AT THE OFFICE OF PAGGI & MARTIN, 54-56 MAIN STREET IN
POUGHKEEPSIE AND CAN BE VIEWED, AT NO EXPENSE, FROM THE HOURS
OF 5:00 A.M. TO 4:30 P.M., MONDAY THROUGH FRIDAY.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO VIEW THESE WAGE
RATES PRIOR TO THE BIDDING PROCESS.
PWR-1
STATE OF NEW YORK
DEPARTMENT OF LABOR
BUREAU OF PUBLIC WORK
STATE OFFICE BUILDING CAMPUS
ALBANY, NY 12240
T/0 WAPPINGER
to: PETER J. PAGGI
PAGGI AND MARTIN ENGINEERS
54-56 MAIN STREET
POUGHKEEPSIE NY 12501
Schedule Type- COMPLETE
Date 05/11/95
Refer to:
PREVAILING RATE CASE NO.
PRC 9503043 OUTCHESS COUNTY
Location and Type of Project
PROJECT ID if: NONE
AIRPORT DRIVE RECREATION
SITE,SOCCER FIELD 6 SITE
IMPROVEMENTS,AIRPORT DR,
T/O WAPPINGER,NY
1994E
01
In response to your request, enclosed are schedules of the prevailing hourly wage
rates and the prevailing hourly supplements for the above project, together with copies of
the Notice of Contract Let (PW -16) for your use, The schedules must be annexed to and
form a part of the specifications for this project when it is advertised for bids, These
schedules have.been prepared and forwarded in accordance with Section 220 of the Labor
Law, which provides that it shall be the duty of the fiscal officer to ascertain and
determine the schedules of supplements to be provided and wages to be paid to workers,
laborers and mechanics employed on public work projects, and to file such schedules with
the department having jurisdiction,
The attached rates are based on the latest information available to the Department of
Labor, Bureau of Public Work. Care should be taken to review the rates for obvious
errors. It is the responsiblility of the Public Mork contractor to use the proper rate.
Any corrections should be brought to the Department's attention immediately.
This schedule is applicable only from July 1, 1994 through June 30, 1995, unless
otherwise noted. If your project goes beyond the period covered by this determination, a
new determination should be requested -When this schedule expires.
Note: A 1983 AMENDMENT TO SECTION 220 OF THE LABOR LAW REQUIRES THE PRESERVATION OF
ORIGINAL OR TRANSCRIPTS OF PAYROLL RECORDS FOR THREE YEARS FROM THE DATE OF COMPLETION OF
THE WORK IN THE AWARDED CONTRACT.
Very truly yours,
CHET RYSEDORPH,
DIRECTOR
NQ1IC9 TO CONTRACTING AGENCIES :
Upon cancellation or completion of
this project, enter the necessary
Information and return this page to
the ALBANY OFFICE of the BUREAU at
the address listed below:
PROJECT HAS BEEN :
Date Completed
Date Cancelled
Date Postponed
Until
Signature
Title
Contracting
Agency
For Additional Information, contact the following District Offices:
St.Off.Bldg.012, Campus, Albany N.Y.12240 65 Court St.,Buffalo N.Y.14202
155 Main Street West, Rochester N.Y.14614 30 Wall St.,Binghamton N.Y.13901
175 Fulton Ave., Hempstead N.Y.t1550 333 East Washington St.,Syracuse N,Y,13202
207 Genesee St., Utica N,Y.13501 30 Glenn St.,White Plains N.Y.10603
PW -200 (6-85) docm: letteria
CONTRACT REQUIREMENTS
Each public work contract. to which the State, a public benefit corporation, a
municipal corporation or a commission appointed pursuant to law is a party and which
may involve the employment of laborers, workers or mechanics, shall comply with the
requirements of Article 8 (Sections 220-223) of the New York State Labor Law;
1. No laborer, worker or mechanic in the employ of the contractor, subcontractor or
other person doing or contracting to do the whole or a part of the work
contemplated by the contract shall be permitted or required to work more than
eight hours in any one calendar day or more than five days in any one week except
in the extraordinary emergencies set forth in the Labor Law or where a
dispensation is granted by the Commissioner of Labor, (See Section 220.2)
2. Each laborer, worker or mechanic employed by the contractor or subcontractor
shall be paid not less than the prevailing rate of wages as indicated on the wage
schedule provided by the Department, Bureau of Public Work. The prevailing rate
of wage shall be annually determined no later than thirty days prior to July
first of each year. The prevailing rate of wage for the period commencing July
first of such year through June thirtieth, inclusive, of the following year shall
be the rate of wage set forth in collective bargaining agreements for the same
period, including those increases for such period which are directly ascer-
tainable from such collective bargaining agreements. (See Sections 220.3, 220.5)
It shall be the duty of the department of jurisdiction to file with the fiscal
officer, the classification of workers, mechanics and laborers to be employed on
a public work project, together with a statement of the work to be performed by
each classification, (See Section 220,3-a)
4. The contractor and every subcontractor shall post in a prominent and accessible
place at the work site a statement of all wage rates and supplements to be paid
or provided for the various classes of mechanics, workers or laborers. (See
Section 229,3-a)
No employee shall be deemed to be an apprentice unless individually registered in
a program registered with the New York State Department of Labor. The allowable
ratio of apprentices to journey -level workers in any craft classification shall
not be greater than the ratio permitted to the contractor as to its work force on
any job under the registered program. Any employee who is not registered as
above, shall be paid or provided the prevailing wage and supplement rate for the
Journey -level classification of work actually performed. The contractor or sub-
contractor will be required to furnish written evidence of registration of its
program and apprentices as well as of the appropriate ratios and wage and supple-
ment rates for the area of construction, prior to using any apprentices on the
contract work. (See Section 220.3-e)
(a). 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. (See
Section 220-e(a))
(b) 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. (See Section 220-
e(b)) NOTE: The Human Rights Law also prohibits discrimination in
employment because of age, marital status or religion.
(c) There may deducted from the amount payable to the contractor under the
contract a penalty of fifty dollars for each calendar day during which
such person was discriminated against or intimidated in violation of the
provisions of the contract. (See Section 220-e(c))
(d) The contract may be cancelled or terminated by the State or municipality,
and all moneys 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. (see Section 220-e(d))
(a) All contractors or their subcontractors shall provide 'to their sub-
contractors a copy of the prevailing wage 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 of the Labor Law. (See Section 220-a)
(b) All subcontractors engaged by a public improvement contractor or its
subcontractor, upon receipt of the original schedule and any sub-
sequently issued schedules, shall provide to such contractor or sub-
contractor a verified statement attesting that the subcontractor has
received the wage schedule and will pay or provide the applicable rate
of wages and supplements specified therein. (see Section 220-a)
PW -3 (12-88).
ATTENTION: ALL CONTRACTORS AND SUBCONTRACTORS
ENGAGED ON PUBLIC WORK PROJECTS IN NEW YORK„STATE
INTRODUCTION: Below are the major provisions of the Labor Law covering workers on public
work projects.
HOURS: A laborer, worker or mechanic is permitted to work on a public work project
no more than eight hours a day and no more than five days in a week, except in case of
extraordinary emergency such as fire, flood or danger to life or property, You 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.
WAGES AND SUPPLEMENTS: The wages and supplements to be paid and provided for 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 prevailing rate schedule for the project has not been provided to the
prime contractor by the department of jurisdiction (i.e.,the governmental entity awarding
the public work contract), or to a subcontractor by the prime contractor, the applicable
schedule must be obtained from the Department of Jurisdiction, who must make written
application to the Bureau of Public Work, Labor Department, Building No. 12, State Office
Building'C.ampus, Albany, New York 12240.
The prime contractor is responsible for any underpayments of prevailing wages or
supplements by its subcontractors.
I PAYROLL RECORDS: Every contractor and subcontractor must keep originals or transcripts
of payroll records, showing for each person employed on public work, the following:
1,Name, 2.Address and phone number, 3,Social Security number, 4.Occupational
classifications in which worked, 5.Hourly wage rate paid, B.Supplements provided, 7.Daily
and weekly number of hours worked in each classification, B.Deductions made, 9, Actual
wages paid. When payroll records are requested by the Commissioner each payroll record
must be affirmed as true under the penalties of perjury which means a notarized signature
to that effect. Such records must be kept on the site of the work when the contractor or
subcontractor does not maintain a regular place of business in New York State and the
amount of the contract exceeds $25,000. All other contractors and subcontractors must
within five days after request produce at the work site the orignal payrolls or
transcripts.
The original payrolls or transcripts must be preserved for three years from the date of
completion of the project.
POSTING: The current prevailing rate schedule must be posted in a prominent and accessible
place on the site of the public work project.
PW19 (9 -BB)... (Continued)
NOTICE TO CONTRACTORS (Continued)
APPRENTICES: Employees cannot be paid apprentice rates if they are not individually
registered under a program or agreement registered with the Commissioner of Labor, The
contractor or subcontractor will be required to furnish written evidence of the
registration of its program and apprentices and of the appropriate ratio, The allowable
ratio of apprentices to -journeymen in any craft classification can be no greater than
the ratio permitted to the contractor or subcontractor as to its work force an any Job
under the registered program. An employee listed on a payroll as an apprentice, who is
not registered as above, must be paid the prevailing journeymen's wage rate for that
classification of work.
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 may 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.
INTEREST AND PENALTIES: If an underpayment of wages or supplements is found, interest must
be added at the rate then in effect 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 of the
payment, and may also include the imposition of a civil penalty not to exceed 25% of the
amount due.
DEBARMENT: When final determinations have been made against a contractor or subcontractor
t
in two instances within a six-year period determining that it willfully failed to pay
or provide the prevailing rate of wages or supplements, such contractor or subcontractor
will be ineligible to bid on or be awarded a public work contract for a period of
five years from the second final determination.
CRIMINAL SANCTIONS: Willful violations of the Prevailing Wage Law (Article 8 of the Labor
Law) constitute a misdemeanor punishable by fine or imprisonment, 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.
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.
POSTING OF OTHER NOTICES: Every employer providing workers' compensation insurance
and disability benefits must post in a conspicuous place notices of such coverage in a
form prescribed by the Workers' Compensation Board.
Employers liable for contributions under the Unemployment Insurance Law -must
conspicuously post notices furnished by the State Department of Labor.
PW is (9-88).,. doom: letter2b
NOTICE of NEW PREVAILING WAGE RATE PUBLICATIONS
APPLICABLE TO ALL COUNTIES
( • ) AS NOTED ON PREVAILING RATE SCHEDULES PAGES,
The annual determination of the prevailing rates of wages and supplements for
workers employed on public work projects throughout the state will be published
on May 31st of each year, These new rates will be in effect July 1st thru June 30th.
This new determination will supersede the original schedule or any prior issued
annual determination
It is the responsibility of the contracting agency or its agent to provide
all prevailing rate schedules to contractors immediately upon receipt,
Any rate change from a previously issued determination becomes effective July 1st,
regardless of whether the new determination has been received by the contractor.
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 that
i
additional adjustments become effective,
i
PW -202 (5-90) docm: lette.rd
VERIFYING THE REGISTRATION OF APPRENTICES
r Certain State and Federal Laws require that apprentices must be
individually registered as such in order to be paid apprenticeship
rates on Public Work,
The New York State Labor Department is the official registration
agency for apprentices in New York State. No other Federal or State
Agency or office registers apprentices in New York State.
Each year the apprentice training central office in Albany receives
hundreds of requests from Federal and State Agencies, Contractors,
and other interested parties requesting verification of individual
apprentice registrations,
The following information is provided in order to clarify New York
State procedures.
All registered apprentices in New York State are individually
registered by name, address, social security number, starting date
of training, and other related data.
This information is computerized and is available ONLY through
the Albany Apprentice Training Central Office.
Persons wishing to verify the apprentice registration of any
Individual should write to the Senior Employment Consultant,
i New York State Department of Labor, Job Service and Training Division,
Building 12, Room 223, State Office Building Campus. Albany, New York. 32240,
All inquiries MUST include name and social security number and
will be answered in writing. The response will indicate whether or
not the individual is registered, and if so, will provide other
pertinent information regarding the registration,
The only conclusive proof of individual apprentice registration is
written verification from the Albany Apprentice Training Central Office.
Neither Federal nor State Apprentice Training Offices outside Albany
can provide consluSive registration information.
It should be noted that the existence of a registered apprenticeship
program is not conclusive proof that any individual is registered in
that program.
Furthermore, the existence or possession of wallet cards, identification
cards or copies of state forms are not conclusive proof of the
registration of any individual as an apprentice.
PMI - 203 (4-86) docm: letter2e
Nil
NEW YORK STATE DEPT. OF LABOR
Bureau of Public Work
State Office Building Campus
Albany, NY 12240
T/O WAPPINGER
PETER J. PAGGI
PAGGI AND MARTIN ENGINEERS
54-56 MAIN STREET
POUGHKEEPSIE NY 12601
DUTCHESS COUNTY
AGY. OF JURIS, : TOWN
NAT. OF PROJECT: HEAVY & HWY CONS -NEW & REPAIR
Schedule Type
COMPLETE 1994B
Date 05/11/95
Prevailing Rate Case No.
9503043 01
PROJECT ID #: NONE
AIRPORT DRIVE RECREATION
SITE,SOCCER FIELD & SITE
IMPROVEMENTS,AIRPORT DR.
Copies of the wage and supplement schedule for the Public Work pro Iect identified above are enclosed herewith.
Sec.220.3a of the Labor Law requires that certain information be furnishel to the Commissioner of Labor.
Accordingly, you MUST complete ONE of these requests for EACH prime contract let immediately upon
notifying a successful bidder for this Public Work project. Photocopy as many blank forms as required to
supply one for each contractor.
Return this request to the address given above
❑ Project CANCELLED, POSTPONED or assigned to agency's own employees. If reactivated, new rates and
supplements will be requested.
❑ CONTRACT AWARDED: (check one and indicate date of first legal instrument which bound agency to contract.)
❑Letter of Intent ❑Contract Signed El Resolution
Work to be done by this prime contractor:
Type of Contract: CHECK APPLICABLE TYPE
❑04UGeneralConstruction 02}} Heating/Ventilation ❑ (03) Electrical
Plumbing ❑ 051 Other
Contractor Information: ALL INFORMATION MUST BE SUPPLIED
Federal Employer Identification Number.
Name:
Address:
City: State Zip:
Amount of Contract Approximate Starting Date: / 1
Approximate Completion Date: I I
Estimated Date Entire Project Will be Completed:
CONTRACTS NOT -YET AWARDED
Type of Contract (Check all applicable Contract types)
❑01jj General Construction 0((02) Heating/Ventilation
�04) Plumbing (05) Other
Signature
PW -16 11-91f
❑ (03' Electrical
Date
PREVAILING NATE SCHEDULE ( . )See NOTICE PAGE ATTACHED
State of New York Case Number Bureau of
Department of Labor Public Work
9503043
1994b-7/01/94 thru 6/30/95
Published -11/01/94
DUTCHESS COUNTY
Page 1
PREVAILING RATE SCHEDULE NFORMA ON
The information listed below is provided to assist you in the interpretaation of
particular requirements, for each classification of worker, contained in the
attached Schedule of Prevailing Rates.
Paid Holidays
Paid Holidays are days for which an eligible employee receives a regular day's pay,
but is not required to perform work.
Note. 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.
Holiday Pay
Holiday pay is the premium pay that is required for work performed on the holidays
contained in the negotiated agreement used to establish a prevailing rate. Holiday pay
Is only applicable where an employee actually performs work on such days,
The required rate of pay for covered holidays can be found in the Overtime Pev section
listed for each classification. Not all of The holidays on which, i# worked, a premium
rate of pay is required are listed in the attached schedule. If you have any questions
or need additional information concerning this requirement, please contact the Bureau
of Public Work at the number listed below.
Supplemental Denefi t s
Particular attention should be given to the supplemental benefit requirements,
Although in most cases the payment or provision of supplements is for each hour worked,
some classifications require the payment or provision of supplements for each hour paid
(this may include paid holidays on which no work is performed) and/or may require
supplements to be paid or provided at a premium rate for premium hours worked.
Effective Dates
When you review the schedule for a particular trade or occupation, your attention
should be directed to the dates above the column(s) of rates. These are the dates that any
adjustments become effective. However, if the last date listed in a particular occupation
Is prior to June 30 of the current year, the rate listed for that time period is valid
until the new annual determination takes effect on July i of that year. All contractors
and subcontractors are required to pay the current prevailing rates of wages and
supplements and, if the department of jurisdiction does not provide a copy of the current
annual determination on or before July 1, you should contact the .Bureau of Public Work
for the correct information.
Wgrkers Compensation
In accordance with Section 142 of the State Finance Law, the contractor shall maintain
coverage under the life of the contract for the benefit of such employees as required
by the provisions of the New York State Workers Compensation Law.
-Contractor to be awarded contract must provide proof of Workers' Compensation
coverage prior to being allowed to begin work.
-The policy of insurance must be issued by a company authorized to provide Workers'
compensation coverage in this state.
-Proof of coverage must be on form C-105.2 (certificate of wokers' compensation
insurance) and must name this agency as a certififcate holder.
-If New York State coverage is added to an existing out of state policy,it can only
be added to a policy of a company authorized to write workers' compensation coverage
in this state,and the coverage must be listed under item 3A of the information page.
-The contract must maintain proof that subcontractors doing work covered under this
contract secure and maintain a workers' compensation policy for all employees
working in New York State.
If you have any questions concerning the attached schedule or would like additional
information, please contact the BUREAU of PUBLIC WORK at (518) 457-5589 or write to
the NEW YORK STATE DEPARTMENT of LABOR, BUREAU of PUBLIC WORK, BUILDING 12, STATE OFFICE
BUILDING CAMPUS, ALBANY, NEW YORK 12240. (7/01/93)
1000000001
State of New York
Department of Labor
PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED
Case Number Bureau of
����� Public Work
��J 1994b-7/01/94 thru 6/30/95
Published -11/01/94
Page 1
' ERRATA PAGE 11/01/94
ENTERIES SHOULD BE SUBSTITUTED FOR CORRESPONDING ENTRIES ON CURRENT SCHEDULES
In ALL of Dutchess, Ulster, Sullivan and Orange Counties except the Townof Tuxedo.
Masan-Bui idina
WAGES(per hour) 6/01/94- 6/01/95-
5/31/95 5/31/96
Bricklayer.. ., $ 20.16` 20.56"
Cement Mason (81dg) „ 20,16" 20.56"
Plasterer/Stone Mason. 20,16" 20.56`
Pointer/Caulker,,...., 20.16" 20.56'
Tile/Terrazzo/Marble..
S Mosiac Worker 20.16" 20.56'
Tile/Marbl/Terrz Helper 19.20
'Addit. ,30 per hr for power saw work.
'Addit. .50 per hr for swing scaffold or staging work.
OVERTIME PAY -CEMENT MASONS See ( 8,D1,E,E2,0) on OVERTIME PAGE attached.
OVERTIME PAY -ALL OTHERS:See ( B,E,E2,G) on OVERTIME PAGEattached.
PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached.
ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 4 ) ( 2 - 10 )
APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage.
1.51, 2nd. _3r_si,_ _ _4th. 5th. 6th.7th. 6th
50% 55% 601E 65% 70% 75% 80% 85%
SUPPLEMENTAL SENEFITS:(per hour worked)
Journeyman $10.20 10,55
Appr 1st 8 2nd terms $ 0,20 6.20
All other Apprs. $10,20 10.55
Listed supplements apply to Ali classifications (X)Yes ( )No, 8-5du-b
100000000i
PREVAILING RATE SCHEDULE ( * )See NOTICE PAGE ATTACHED
State of New York Case Number Bureau of
r Department of Labor Public Work
1 1� 1994b-7/01/94 thru6/30/45
Published -11/01/94
Page 1
ERRATA PAGE 12/07/94
ENTERIES SHOULD BE SUBSTITUTED FOR CORRESPONDING ENTRIES ON CURRENT SCHEDULES
In ALL of Dutchess, Ulster, Sullivan, and Orange Counties except the Town of Tuxedo.
Mason-Heavy/Highway
WAGES(per hour) 6/01/94- 6/01/95-
5/31/95 5/31/96
Heavy/Highway:
Bricklayer............ 20.66* 21.06*
Cement Mason.......... 20.66* 21.06*
Plasterer/Stone Mason 20.66* 21.06*
Pointer/Caulker 20.66* 21.06*
Tile/Terrazzo/Marble &
Mosiac Worker 20.66* 21.06*
Tile/Marbl/Terrz Helper 18.70*
Addit.$.30 per hr for power saw work.
Addit.$.50 per hr for swing scaffold or staging work.
OVERTIME PAY: See ( B, 0 ) on OVERTIME PAGE attached.
PAID HOLIDAY: See { 5, 6, 7, 8, 11, 12,) on HOLIDAY PAGE attached.
ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 1 ) ( 1 - 5 )
APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage.
ist. 2nd. 3rd. 4th. 5th. 6th. 7th. 8th.
50% 55% 60% 65% 70% 75% 80% 85%
SUPPLEMENTAL BENEFITS:(per hour worked)
Journeyman $10.20 10.55
Appr 1st & 2nd terms $ 6.20 6.20
Appr all other terms $10.20 10.55
Listed supplements apply to ALL classifications (X)Yes ( )No. 8-5dU-H/H
State of New York
Department of Labor
PREVAILING RATE SCHEDULE ( • )See NOTICE PAGE ATTACHED
Case Number
9503043
DUTCHESS COUNTY
Bureau of
Public Work
1994b-7/01/94 thru 6/30/95
Published -11/01/94
Page 2
OVERTIME
Following is an explanation of the code(s) listed in the OVERTIME section
of each classification contained in the attached schedule.
Additional requirements may also be listed in the OVERTIME section,
( 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,
( B ) Time and one half of the hourly rate after 8 hours per day.
( 81) Time and one half of the hourly rate for the 9th. 8 10th. hours Week days and
the 1st, 8 hours on Saturday. Double the hourly rate for all additional hours.
( 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 du iat wee due to inclement weather.
( E31 Between N55 , istand March 3rd Saturday may be used as a make-up day
at straight time when a day is lost during that weekdue to
inclement weather, provided a given employee has worked between
16 and 32 hours that week.
( 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.
C 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.
( 0 ) Double the hourly rate on Saturday, Sunday and Holidays.
( P ) Double the hourly rate on Sunday.
( Q ) 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.
( T ) Triple the hourly rate for Holidays, if worked.
( U ) Four times the hourly rate for Holidays, if worked.
( V ) Incluing benefits at SAME PREMIUM as shown for overtime.
( W ) Time and one half for benefit on all overtime hours.
NOTE: BENEFITS are PER HOUR WORKED, for each hour worked, unless otherwise noted
HOLIDAYS
Following is an explanation of the code(s) listed in the HOLI•12AY section
of each classification contained in the attached schedule.
The Holidays as listed below are to be paid at 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
6 1 New Years Day, -Thanksgiving Day
7 } Lincoln's Birthday, Washington's
8 } Good Friday.
9 ) Lincoln's Birthday.
10 ) Washington's Birthday.
11 ) Columbus Day.
12 ) Election Day.
13 ) Presidential Election Day.
14 ) 1/2 Day on Presidential Election
15 ) Veteran's Day.
16 ) Day after Thanksgiving Day.
17 ) July 4th,
18 ) 1/2 Day before Christmas Day,
19 } 1/2 Day before New Years Day.
20 ) Thanksgiving Day.
21 ) NewYears Day.
22 } Christmas Day,
23 ) Day before Christmas.
24 ) Day before New Years Day.
25 ) Presidents Day.
26 ) Martin Luther King, Jr. Day,
Day.
and Christmas Day.
Birthday and Veterans Day.
Day,
(7/01/91)
OVERTIME and HOLIDAY REQUIREMENTS
State of New York
Department of Labor
PREVAILING RATE SCHEDULE i )See NOTICE PAGE ATTACHED
Case Number Bureau of
9503043 Public Work
1994b-7/01/94 thru 6/30/95
Published -11/01/94
DUTCHESS COUNTY
Page 3
APE$TOS WORKER
WAGES(per hour) 7/01/93-
6/30/95
Asbestos
Worker.. $ 24,90•
" Additional $.50 for work 30 feet or more above floor level,
OVERTIME PAY: See (A ,E ,Q" ) on OVERTIME'PAGE attached,
Triple the hourly rate on Labor Day.
PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached,
SUPPLEMENTAL BENEFITS:(per hour worked)
$ 14.29
Listed supplements apply to ALL classifications ( x )Yes ( )No, a-91.
WAGES(per hour) 6/01/94-
5/31/95
Asbestos Worker
Removal &
Abatement Only...., $ 20.85
OVERTIME PAY: See (B,E,Q ) on OVERTIME PAGE attached.
PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached.
SUPPLEMENTAL N F TS:(per hour worked)
$4.70
Listed supplements apply to ALL classifications ( x )Yes ( )No. 8-201col+
BOILERMAKER
WAGES(per hour) 9/01/93- 9/01/94- 9/01/95-
8/31/94 8/31/95 8/31/96
Boilermaker........,, $ 29,65 30.33 31.35
OVERTIME PAY: See ( C,0 ) on OVERTIME PAGE attached.
PAID HOLIDAYS: See ( 8,16,23,24) on HOLIDAY PAGE attached.
ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 5 ) ( 1 - 10 )
APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage.
1St. 2nd. 3rd. 4th, 5th. 6th. ,71h, 8th.
60% 65% 70% 75% 80% 85% 90% 95%
SUPPLEMENTAL BENEFITS_(per hour worked)
$3.40 $3,40 $3.40
plus 47% plus 47% plus 47%
of Wage of Wage of Wage
Rate Rate Rate
Listed supplements apply to 1L classifications ( x )Yes ( )No. 4-5
OCCUPATIONS APPLICABLE TO BUILDING SCHEDULES
State of New York
Department of Labor
PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED
Case Number Bureau of
Public work
9503043
1994b-7/01/94 thru 6/30/95
Published -11/41/94
DUTCHESS COUNTY
Page 4
ELEVATOR CONSTRUCTOR
wAGES(per hour) 5/01/94-
5/01/95
Elevator Constructor ... $ 27,83
" Helper.. 19.48
OVERTIME PAY: See ( b, 0 ) on OVERTIME PAGE attached.
PAID H0L74AY5: See ( 5, 6, 16 ) on HOLIDAY PAGE attached.
SUPPLEMENTAL BENEFITS:(per hour worked)
$6.12 plus
6% of wage
Listed supplements apply to ALL classifications ( x )Yes f )No, 1-138
GLAZIER
wAGES(per hour) 7/01/94- 7/01/95-
6/30/95 6/30/96
Glazier .............. $ 16.00 Addit.
$1.10
OVERTIME PAY: See ( 8, H ) on OVERTIME PAGE attached.
PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached.
SUPPLEMENTAL_BENEFITS:(per hour worked)
$6.92
Listed supplements apply to ALL classifications( X ) Yes ( ) No 8-1087du
OCCUPATIONS APPLICABLE TO BUILDING SCHEDULES
State of New York
Depar.tment of Labor
PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED
Case Number Bureau of
Public Work
9503043
1994b-7/01/94 thru 6/30/95
Published -11/01/94
DUTCHESS COUNTY
Page 5
LABORER -Building
Building Laborer:
ALL ORK RELATED_W17H TOXIC OR ANY ASBESTOS OR HAZARDOUS MATERIAL
OAGE5(per hr.) 7/01/93-
6/30/94
All classifications..... 24.75
OVERTIME PAY: See ( B. E. 0 ) on OVERTIME PAGE attached.
PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached.
S PP M NTA •(per hour worked)
$ 6.55
Listed supplements apply to ALL classifications ( x )Yes ( )No, 8-17tox
------------------------------
GROUP N1: General Laborer, Mason tenders, Carpenter Tenders, Labor Stripping and
Cleaning Forms, Laborer Grading and Digging Ditches, Sweepers and Cleaners.
GROUP M 2: Skilled Laborer, Hod Carriers, Plasterers helpers, Scaffold Builders
(padlock and self-supporting scaffold 14' or under all runways), Mortar Mixers
(machine and hand), Concrete Mixers (by machine under 21E),Vibrators, Form Setters,
Asphalt Rakers, Handling Reinforcement Rods, Working Labor Foreman, Drillers,
Jack Hammers and Oper. Signal Men, Gunnitiog, Shop Stewards, Motor Buggs, Water
Pumps(2' or under), Barco Machine, Wreckers, Paving Breaker, Power Saw Operators,
Other machine Operators.
GROUP 0 3: Blaster, Laser Beam Oper.
WA.GES(per hour) 6/01/94-
5/31/95
Building:
GROUP # 1 .............$ 19.50
GROUP M 2 ............. 19,76
Group 0 3..,...,..... 19.92
OVERIIME_PAY. See ( A,H ) on OVERTIME PAGE attached.
PAID HOLIDAYS: See ( i ) on HOLIDAY PAGE attached.
SUPPLEMENTAL SENEFITS:(per hour worked)
$5.40
Listed supplements apply to ALL classifications ( x )Yes ( )No. 1-1000
OCCUPATIONS APPLICABLE TO BUILDING SCHEDULES
PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED
State of New York Case Number Bureau of
Department of Labor Public Work
9503043
1994b-7/01/94 thrU 6/30/95
Published -11/01/94
/ DUTCHESS COUNTY
l Page 6
MASON/MARBLE/TILE
WAGES(per hour) 6/01/94- 6/01/95-
5/31/95 5/31/96
Bricklayer,....,.,.... $ 22.27* 22,67'
Cement Mason (Bldg),. 22,27* 22.67'
Plasterer/Stone Mason, 22.27* 22,67*
Pointer/Caulker.....,. 22.27* 22,67'
Tile/Terrazzo/Marble,,
6 Mosiac Worker 22.27" 22,67*
Tile/Marbl/Terrz Helper 18,20
*Addit. $.30 per hr for power saw work,
*Addit. $.50 per hr for swing scaffold or staging work,
OVE TIME Y -CEM NT MASOU- See ( B,D1,E,E2,0) on OVERTIME PAGE attached,
OVERTI AY- IL
0TH R •See ( B,E,E2,Q) on OVERTIME PAGEattached.
PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached.
ALLOWABLE RATIO. Apprentice(s) to Journeymen ( 1 - 4 ) ( 2 - 10 )
PPR9�S� ( 1/2 ) year terms at the following percentage of Journeyman's wage,
12t, 2nd. 3rd. 4th. Sth.-6th. 7th. 8th,
50% 55% 60% 65% 70% 75% 80% 85%
SUPPLEMENTAL,QENEFITS:(per hour worked)
Journeyman $10,20 10,55
Appr 1st S 2nd terms $ 6.20 6,20
All other Apprs. $10,20 10.55
Listed supplements apply to ALL classifications (X)Yes ( )No. 8-5du-b
R00FER
WAGES(per hour) 7/01/91- 7/01/92- 1/01/93-
6/30/92 12/31/92 6/30/93
Roofer ............... $ 21.78 21.98 22.18
Waterproofer......... 21.78 21.98 22.18
OVER M PAY: See ( B, H ) on OVERTIME PAGE attached.
PAID HOLIDAY: See f 1 ) on HOLIDAY PAGE attached.
ALOWAA RATIO: Apprentice s) to Journeymen ( 1 - 1 ) ( 1 - 4 )
APPRENTICES: ( 1./2 ) year terms at the following percentage of Journeyman's wage.
Indentured before 7/01/90
Ist, 2nd,4th. 5th, 6th.
50% 55% 60% 65% 70% 75%
Indentured 7/01/90 or after.
d 4th, 5th, h
40% 40% 50% 50% 75% 75%
SUPPLEMENTAL BgNEFITS:(per hour worked)
Journeyman $10,16 $10,46 $10.76
Apprentices Wage % of Wage % of Wage % of
$ 9,81 plus $10.11 plus $10.41 plus
$ ,35 $ .35 $ .35
Listed supplements apply to A" classifications ( X )Yes ( )No. 8-99-8/2
OCCUPATIONS APPLICABLE TO BUILDING SCHEDULES
Siding & Decking Speciality workers receive $17,00 in wages. Limited to
4 Speciality workers for each Full rate journeyman,
OVERTIME PAY: Siding & Decking See (B,E,Q ) on OVERTIME PAGE attached.
OVERTIME PAY: All other work See ( A, 0 ) on OVERTIME PAGE attached,
PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached.
ALLOWABLE RATIO: Apprentice s) to Journeymen ( 1 - 3 )
APPRENTICES: ( 1/2 ) year terms at the following wage,
lst, -20d, 3rd. 4th, 5th,;6th. 7th 8th 9th 10th
$7.25 $8.40 $10,05 $11.25 $12.40 $14.05 $15.20 $16.60 $16,00 $19.15
SUPPLEMENTAL „BENLFITS:(per hour worked)
Journeyman $13,43
Apprentices:
ist term $4.47
2nd term 5.31
3rd term 5.65
4th term 6.43
5th term 7,27
6th term 7.61
7th term 8.44
8th term 9.03
9th term 9.62
10th term 10.46
Siding/Deck Spec:
Journeyman $9.42
Apprentices Same >: as
wages of
$9.42
Listed supplements apply to ALL classifications (X)Yes ( )No. 8-38
S RINKLER_FITTER
WAGES(per hour) 4/10/94 1/01/95-
12/31/94 3/31/97
Sprinkler Fitter..... $ 24.55 $24.55
OVERTIME_PAY: See ( B,E,Q ) on OVERTIME PAGE attached.
PAID HOLIDAYi See ( 1 ) on HOLIDAY PAGE attached.
ALLQVABLE RATIO: Apprentice(s) to Journeymen(1-1)(1-2)(2-3)
APPRENTICES: (1/2 ) year terms at the following percentage of Journeyman's wage.
Indentured prior to 4/01/91
Indentured 4/01/91 or after.
1st. 2nd. 3rd. 4th. 5th. 6th. 7th. 8th. 9th 101h.
38% 41% 45% 50% 56% 62% 68% 74% 85% 857.
EUP_PLEMENTAL_BENEFITS:(per hour worked)
Journeyman $6.63 $6.28
Apprs. 1st - 4th terms $3.93 $3.93
All other terms $6.63 $5.28
Listed supplements apply to ALL classifications (X)Yes ( )No.
OCCUPATIONS APPLICABLE TO BUILDING SCHEDULES
PREVAILING RATE SCHEDULE
t )See
NOTICE PAGE ATTACHED
State of New
York
Case Number
Bureau of
Department of
Labor
Public work
9503043
1994b-7/61/94 thru 6/30/95
Published -11/01/94
DUTCHESS COUNTY
Page 7
SHEETMEIAL_WORKER
WAG (per
hour)
7/01/94- 7/01/95
7/01/96-
7/01/97
6/30/95 6/30/96
6/30/97
6/30/96
Sheetmetal
Worker....
$ 25.00 $26,00
Addit,
Addit.
$.76
$1,50
Siding & Decking Speciality workers receive $17,00 in wages. Limited to
4 Speciality workers for each Full rate journeyman,
OVERTIME PAY: Siding & Decking See (B,E,Q ) on OVERTIME PAGE attached.
OVERTIME PAY: All other work See ( A, 0 ) on OVERTIME PAGE attached,
PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached.
ALLOWABLE RATIO: Apprentice s) to Journeymen ( 1 - 3 )
APPRENTICES: ( 1/2 ) year terms at the following wage,
lst, -20d, 3rd. 4th, 5th,;6th. 7th 8th 9th 10th
$7.25 $8.40 $10,05 $11.25 $12.40 $14.05 $15.20 $16.60 $16,00 $19.15
SUPPLEMENTAL „BENLFITS:(per hour worked)
Journeyman $13,43
Apprentices:
ist term $4.47
2nd term 5.31
3rd term 5.65
4th term 6.43
5th term 7,27
6th term 7.61
7th term 8.44
8th term 9.03
9th term 9.62
10th term 10.46
Siding/Deck Spec:
Journeyman $9.42
Apprentices Same >: as
wages of
$9.42
Listed supplements apply to ALL classifications (X)Yes ( )No. 8-38
S RINKLER_FITTER
WAGES(per hour) 4/10/94 1/01/95-
12/31/94 3/31/97
Sprinkler Fitter..... $ 24.55 $24.55
OVERTIME_PAY: See ( B,E,Q ) on OVERTIME PAGE attached.
PAID HOLIDAYi See ( 1 ) on HOLIDAY PAGE attached.
ALLQVABLE RATIO: Apprentice(s) to Journeymen(1-1)(1-2)(2-3)
APPRENTICES: (1/2 ) year terms at the following percentage of Journeyman's wage.
Indentured prior to 4/01/91
Indentured 4/01/91 or after.
1st. 2nd. 3rd. 4th. 5th. 6th. 7th. 8th. 9th 101h.
38% 41% 45% 50% 56% 62% 68% 74% 85% 857.
EUP_PLEMENTAL_BENEFITS:(per hour worked)
Journeyman $6.63 $6.28
Apprs. 1st - 4th terms $3.93 $3.93
All other terms $6.63 $5.28
Listed supplements apply to ALL classifications (X)Yes ( )No.
OCCUPATIONS APPLICABLE TO BUILDING SCHEDULES
I
State of New York
Department of Labor
PREVAILING RATE SCHEDULE ( ' )See NOTICE PAGE ATTACHED
Case Number
9503043
DUTCHESS COUNTY
Bureau of
Public Work
1994b-7/01/94 thru 6/30/95
Published -11/01/94
Page 8
POWER EQUIPMENT OPERATOR -Building
Towns of Amenia, Clinton, Hyde Park, Milan, Northeast, Pine Plains, Pleasant Valley,
Redhook, Rhinebeck, Stanford, Washington and in the Town of Poughkeepsie
(North of North Line of the City of Poughkeepsie).
Building:
CLASS A: Maintenance Engineer,Self-Contained Crawler Drill, Hydraulic Drill,
CLASS 81: Crane, Hydraulic Cranes, Tower Crane, Locomotive Crane, Pile. driver,
Cableway, Derricks, Whirlies, 0,agline
CLASS B: Shovel, Backhoe(except tractor mtd, rubber tired), Gradalls, Power road grader,
all CMI equipment, Front-end rubber tire loader,Tractor-mounted drill (quarry master),
Mucking machine, Concrete central mix plant, Concrete pump, Belcrete system,
Automated asphalt concrete plant, and Tractor road paver,
CLASS C:Backhoe(tractor mtd rubber tired), Bulldozer, Push cat, Tractor, Traxcavator,
Scraper, LeTourneau grader, Form fine Grader, Road Roller, Blacktop Roller, Blacktop
Spreader, Power Brooms, Sweepers, Trenching Machine, Barber Greene loader, Side booms,
Hydro hammer, Concrete spreader, Concrete finishing machine, One Drum Hoist,
Power Hoisting(single drum), hoist- two drum or more, 3 Drum Eng., power hoisting
(2 drum & over) 2 Drum & Swing Eng., three drum swing engine, Hod Hoist, A -L Frame
Winchs, Core & Well Drillers(one drum), Post Hole Digger, CNB Vibro Tamp or Similar Mach,
Batch Pin & Plant Oper., Dinky Locom., Skid Steer loader, Track excav, 5/8 cu yd or under.
CLASS D:Porklift, High Lift, Lull, Oiler, Fireman and Heavy-duty Greaser, Boilers,
Steam Generators, Pump, Vibrator, Mortar Mixer,Air Compressor, Dust Collector,
Welding Machine, Well Point, Mechanical Heater, Generators,Temporary Light Plants,
Concrete Pumps, Electric Submersible Pump 4" and over, Murphy type diesel generator,
Conveyor, Elevators, Concrete Mixer and Belcretepower pack (Belcrete system),
Seeding & Mulching Machines, Pumps, All hands off Machinery,
WAGES(per hour) 7/01/94- 5/01/95- 5/01/96-
4/30/95 a/it) /QA diorn107
Building:
Class
# A...........$
19.62
19.62
19.62
Class
# B1..........
19.94"
19,94"
19,94'
Class
# B.,.........
19.59
19.59
19.59
Class
# C,.,........
19.19
19.19
19.19
Class
# D.,,.......
18.52
18.52
18.52
`Cranes:
"
over
130ft add
35 per
hour, 'Tower crane
over 5 stories
add 50
per
hr.
"
185ft "
.70
10 "
1.50
per
hr,
210ft `
1.50
"
15
" 2.00
per
hr,
"
250ft
2.00
" 20 "
` 2.50
per
hr,
295ft 2.50
Additional 2.50 per hr. for hazardous or toxic waste work.
Additional 2.00 per hr over B rate for Nuclear Leader work.
Additional 40 per hr for tunnel or excavation of shaft 40' or more deep.
OVERTIME PAY: See ( B,E,Q ) on OVERTIME PAGE attached.
PAID HOLIDAY: See ( 5, 6 ) on HOLIDAY PAGE attached.
ALLOWABLE RATS 0: Apprentices) to Journeymen ( 1 - 1 ) ( 1 - 6 )
APPRENTICES: ( 1000 ) hours terms at the following percentage of Journeyman's wage.
-1st. 2nd 3r-d4th.
60% of 65% of M, of 75% of
Class D Class C Class B Class A
SUePLEMENTAL BENEFITS:(per hour paid)
$ 9,55 $10.10 $10.65
Listed supplements apply to All classifications ( x )Yes ( )No. 1-106b
CONTINUED
OCCUPATIONS APPLICABLE TO BUILDING SCHEDULES
State of New York
Department of Labor
PREVAILING RATE SCHEDULE ( " )See NOTICE PAGE ATTACHED
Case Number
9503043
DUTCHESS COUNTY
Bureau of
Public work
1994b-7/01/94 thru 6/30/95
Published -11/01/94
Page 9
Operating Engineer -Building (cont)
Remainder of County
Building:
GROUP 1 A :Conc.-Port, Hoist, Crane & Hoist Eng.-Steel(Conc., Material, Super Struct.
Sub-Struct,, Derrick (Stone -Steel), Elevator & Cage,Hoist-Single, double, or triple drum,
h
Hoist -Portable mobile unit, Hoist Engineer-Concrete(Crene- Derrick -Mine oist), Hoist Engr
Material, Overhead Crane, Power House Plant, Telephies (Cableway), Whirly, Maint, Engr, Lu
Hi -Lift or Similar, Hydraulic Crane 25 Ton and up, Cherry Picker 25 Ton and up, Backhoe
Oliver 88, Fordson, Dynahoe, dual purpose and similar machines, Barber Green Loader -Euclid
Loader or similar type, Conway or similar Mucking Mach., Dragline,Gradall,Shovel,Backhoe,e
(Crawler or Truck), Front End Loaders,Hydraulic Boom, Jersey Spreader, Letourneau or
Tournapull (Scrapers over 20 yards struck), Mucking machines, Pavement Breaker(AirRam),
Paver( Concrete), Road Boring Machine, Road Mix Ma.chines,Ross Carrier and Similar mach.
Post Hole Digger, Shovel(Tunnels), Side Boom, Spreader (Asph), Scoopmobile-Tractor-Shovel
over 1 1/2 yards, Trenching Machines,Vermeer Concrete saw Trencher and similar, Tractor
type demolition Equipment, Winch Truck(A Frame), Hydraulic Crane over 10 ton up to
25 ton, Cherry Picker over 10 ton up to 25 ton.
GROUP i B: Compressor(Steel Erection) Pulse Meter, Push Button (Buss Box) Elevator.
Mechanic (outside) all types, welder, Roller 4 ton & over,
GROUP 11 A@Compactor Self-propelled, Grader, Bulldozer D7 and similar, Tractors
with a draw bar horsepower of 100 or over, Bulldozer D6 & under, Scrapers -20 yds struck
and under, Machine pulling Sheep's Foot Roller, Vibratory Rollers,etc,
GROUP ail A:Asphalt Plant, Soiler(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), Mixer
Concrete-21Eand over, Portable Asphalt Plant, Portable Batch Plant, Portable Crusher,
Quarry Master, StoneCrusher, well Drilling machine, well Point System, Cherry Picker
under 10 ton, Hydraulic Crane under 10 ton., Concrete Buggy, lyd & up ride on Dumper,
GROU1t11 B:Compr, over 125 cu,ft, Conv. Belt Mach. Regardless of size, Lighting Unit
(Port. & Gen.), weld, Mach.(steel erection and excay.), Compr, Plant, Stud Mach., Ladder H
GROUP IV A:Air Tractor Drill, Batch Plant, Bending Machine, Concrete Breaker,
Concrete Spreader, Curti Cutter Machine, Farm Tractor(all types), Finishing Machine-Conc,
Material Hopper -sand stone-cement,Mixer-Conc.-under 21 E, Mulching,Grass Spreader, Pump -
Gypsum etc., Pump -Plaster, Roller under 4 Ton, Hepa Vac clean air Mach, Spreading and Fine
Grading Machine, Steel Cutting Machine, Syphone Pump -air -steam, Ter Joint Machine, Turbo
Jet Burner or similar equipment, Vibrator(i to5),Fine Grading Machine, Roof Hoist (Tugger
T, V. Cameras water, Sewer, Gas etc..
gROUP 1V BiCompressor to 125 feet, Dust Collector, Heater all types, Pump,
Pump Station (water and sewer), Steam Jenny, Sweeper, Chipper, Mulcher.
gRQUP V A:Concrete Saw, Oiler Fuel Truck, oiler Grease Truck.
GROUP V B:Mech, Helper, Oiler, Stock Attendant, Paint Compressor,
Welder's Helper, Motorized Roller (walk behind),
GROUP V1 A:ToweC pranes.i h C a e rane 100
WAGES(per hour)
3/07/94-
3/06/95
3/05/96
Building:
3/05/95
3/04/96
3/02/97
GROUP # 1 A.........
25.50
25,80
26,30
GROUP # 1 B.........
23.43
23,83
24.23
GROUP # 11 A....,,,,
24.59
25.00
25.40
GROUP # 111 A....,..
23.69
24,09
24.50
GROUP # 111 5.....,,
22.37
22.77
23.17
GROUP # 1V A,.......
23.41
23.81
24.21
GROUP # 1V B. ... ...,
22.23
22.63
23.03
GROUP # V A.........
22.41
22.81
23.21
GROUP N V 8.........
21.09
21.50
21.80
Group # V1 A........
29.44
29.64
30,24
Master Mechanic.,...,.
26,87
27,27
27.67
Helicopter Hoist ...,
26.01
26.41
26.81
Helicopter Pilot....,
29.73
30.13
30.53
Signalman ...............
23.18
23.56
23.96
Utilityman.... .......
20.11
20,51
20.91
Oiler Asph. Paver....
20,12
20,52
20,92
An additional 20% to wage when required
to wear protective equipment on hazardous/
toxic removal projects.
OVERTIME PAY1 See ( C,
M, " ) on OVERTIME
PAGE attached.
" For holidays 5 & 5 add codes T, for 7,6,11,12
employee
receives holiday pay ; 1 days
PAID HOLIDAY: See ( 5,
6, 7, 8, 11, 12 )
on HOLIDAY PAGE
attached.
ALLOWABLE RATIO: Apprentice(s) to Journeymen (1-5)
APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage,
181, ,2nd. 3rd, 4th,
50% 50% 70% 80%
SWQ,PLEMENTAL BENEFITS: (per hour paid )
$8.38 per $8.65 per $8,93 per
hr, paid hr, paid hr. paid
plus $4.50 plus $4,60 plus $4.70
per hr, per hr, per hr.
worked worked worked
Listed supplements apply to A" classifications ( x )Yes ( )No, 8-137h
OCCUPATIONS APPLICABLE TO BUILQING SCHEDULES
State of New York
Department of Labor
PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED
Case Number Bureau of
9503043 Public work
1994b-7/01/94 thru 6/30/95
Published -11/01/94
DUTCHESS COUNTY
Page 10
CARPENTER -Building
and Heavy/Highway
wAGES(per hour)
7/01/94-
1/01/95-
7/01/95-
1/01/96-
12/31/94
6/30/95
12/31/95
6/30/96
Building:
Millwright.....,..
26.06
26.86
27.71
26.53
OVERTIME PAY: See
( B, E2, F, R )
on OVERTIME PAGE attached.
PAID HOLIDAYS:
See ( ie, 19 ) on HOLIDAY
PAGE attached.
A
• Apprentice(s) to
Journeymen ( 1 - 5 )
APPRENTIr�F5: f
1 ) year terms at
the following percentage of Journeyman's
wage.
55% 65%
75% 95x
SUPPLEMENTAL BENEFITS:(per
hour worked)
Journeyman
$18.79
19.01
19.23
19.45
Appr 1st term
11.82
12,07
12.32
12.57
Appr 2nd term
13.00
13,25
13.50
13.75
Appr 3rd term
14.76
15,01
15.26
15.51
Appr4th term
16.52
16.77
17.02
17,27
Listed supplements
apply to ALL classifications
------------------------------
( x )Yes
( )No.
8-740
"AGES(per hour) 7/01/94- 1/01/95- 7/01/95- 1/01/96-
12/31/94 6/30/95 12/31/95 6/30/96
Piledriver..,........ 26.97 27.48 27.96 28,49
Dockbuilder.,....... . 26.97 27,48 27.98 28.49
OVERTIME PAY- See ( B, E. E2, 0 ) on OVERTIME PAGE attached.
PALO _HOLIOAYS: See ( I ) on HOLIDAY PAGE attached.
ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 7 )
APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage.
1st• grid_._ 3rd. 4th,
407 50X 65% 80%
SUPPLEMENTAL BENEFITS:(per hour worked - See below, a-1456
------------------------------
wAGES(per hour) 7/01/94- 1/01/95- 7/0.1/95 1/01/96-
Marine Construction: 12/31/94 6/30/95 12/31/95 6/30/96
Marine Diver ......... $ 32.77 33.41 34.05 34,69
Tender.... 24.66 25.11 25.56 26.01
OVERTIME PAY: See ( B, E, E2, 0 ) on OVERTIME PAGE attached.
PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached.
SUPPLEMENTAL SENEFITS:(per hour worked - See below, 8-1456/D
------------------------------
The following Supplemental Benefits apply to the preceding Carpenter
categories and/or occupational titles unless otherwise noted.
SUPELEMENTAL-RENEFITSw(per hour worked)
Journeyman $16.05 16.55 17.05 17.55
Apprentices $11.22 11.46 11.72 11.96
Listed supplements apply to p" classifications ( x )Yes ( )No. 8-nyc/supp
OCCUPATIONS APPLICABLE TO HEAVY/HIGHWAY and BUILDING SCHEDULES
State of New York
Department of Labor
PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED
Case Number Bureau of
9503043 Public Work
1994b-7/01/94 thru 6/30/95
Published -11/01/94
DUTCHESS COUNTY
Page 11
Carpenter -Building and Heavy/Highway (cont)
Towns of Beekman, Fishkill, E. Fishkill, Pawling, Wappinger 8 Green Haven Prison.
WAGES(per hour) 6/01/94-
5/31/95
Building:
Carpenter. ......$ 19,67
F1oor,Carpet Layer,.. 19.57
Dry -Wall Applicator., 19.67
Lather ............... 19.67
Heavy/Highway :
Carpenter,........... 19.67
OVERTIME PAY: See ( 9,E,G ) on OVERTIME PAGE attached,
PAID HOLIDAYS: See ( 5, 6 ) on HOLIDAY PAGE attached.
ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 5 )
AEPRENTICES: ( 1 ) year terms at the following rates percentage of Journeymans rate.
1st,__ 2nd. 3rd. 4th,
50% 60% 75% 85%
SUPPLEMENTAL ^BENEFITS:(per hour worked)
Journeyman $9.01
Appr. 1st term $4,52
Appr, 2nd term $5,40
Appr. 3rd term$6.74
Appr. 4th term 7,66
Listed supplements apply to ,A" classifications ( x )Yes ( )No. 1-323
Remainder of County
WAGES(per hour) 6/1/93- 6/01/94-
5/31/94 5/31/95
Building:
Carpenter ........,.,$ 21.47 22.12
Floor Coverer....,.,, 21.47 22.12
Carpet Layer......... 21.47 22.12
Dry -Wall Applicator., 21.47 22.12
Lather ............... 21.47 22.12
Heavy/Highway :
Carpenter............ 21,47 22.12
OVERTIME PAY: BUILDING -See ( B,E,0) on OVERTIME PAGE attached.
PAID HOLIDAYS: BUILDING -See ( 1 ) on HOLIDAY PAGE attached,
OVERTIME PAY: Heavy/Highway-See( 9, H ) on OVERTIME PAGE attached.
2619 UQLIQAYS-L Heavy/Highway-See ( S. 6 ) on HOLIDAY PAGE attached.
6LLUWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 4 )
APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage.
1st. 2nd. 3rd 4th,
10.83 12.63 15.42 17.26
U P NTAL BENEFITS:,(per hour worked)
Journeyman $ 7.72 8.24
Apprentices $ 6.18 6.60
Listed supplements apply to &LL classifications ( x )Yes ( )No. 1-203
OCCUPATIONS APPLICABLE TO 8EAyXZHjGKWAY and BIIILDING SCHEDULES
State of New York
Department of Labor
ELECTRICIAN -Lineman
PREVAILING RATE SCHEDULE ( " )See NOTICE PAGE ATTACHED
Case Number Bureau of
Public Work
1994b-7/01/94 thru 6/30/95
Published -11/01/94
9503043
DUTCHESS COUNTY
Page 12
WAGES(per hour) 6/01/94-
5/06/95
Lineman/Tech./Welder.. 26.99
Digging Mach./Dynamite, 24.29
Chief Mech./Tract,Trlr, 22,94
Mobile Equip.Oper./Truck Dr./
Mech. 1st Class,.,.. 21.59
Groundman 20.24
Cable Splicer,....,.,,. 26.99
Flagman ................ 12.15
Additional 1.00 per hr, for crew on helicopter job,
Above rates applicable on all overhead Transmission line work where other
Construction trades are or have been involved.
-------------------------
Lineman/Technician ..... 25.78
Digging Mach./Dynamite, 23.20
Chief Mech./Trctr.Trlr. 21.91
Mobile Equip.Oper./Truck Dr./
Mech. 1st Class...,. 20,62
Groundman 19.34
Flagman., 11.60
Certified Welder..... 25.78
Certified Welder(pipe) 27.07
"Groundman Equip (pipe) 25.78
Cable Splicer 28,36
Additional 1,00 per hour on helicopter job,
Above rates apply on Sub -Stations, Switching Structures, Maintanence Projects,
Railroad Cantenary install/maint, Third rail installation, Bonding of Rails.
and Pipe Type Cable Installation.
f") Applicable for Pipe Type Cable Installations.
-------------------------
Lineman /Tech .... $ 24.55
Welder/Cable Splicer 24.55
Digging Mach./Dynamite. 22.10
Chief Mech./Trctr.Trlr, 20.87
Mobile Equip.Oper./Truck Dr./
Mech. 1st Class...,, 19.64
Groundman...... ..... — 18.41
Flagman.. .... 11.05
Additional 1.00 per. hr, for crew on helicopter job.
Above rates applicable on overhead transmisson line work where
NQ other Construction Trades are or have been involved.
-------------------------
OVERTIME PAY: See (B, E. 0, V) on OVERTIME PAGE attached.
PAID_HOLIDAYS: See (5,6,8,13,25,) on HOLIDAY PAGE attached plus Gov. Election Day.
"LLONIL
R • Apprentice(s) to Journeymen (1-2)(2-4)(3-6)
The foll0,7A
wing APPRENTICE Rates and the following SUPPLEMENTAL BENEFITS apply to all
classifications categories of CONSTRUCTION, TRANSMISSION and DISTRIBUTION.
1 AER,(1000 ) hourtterms aththe following7percentage of Journeyman's wage,
60% 65% 70% 75% 80% 85% 90%
aO.PLEMENTA BENEFITS:(per Hour Paid,)
$ 6.00 "Note
plus
7% of
wage
(•) This amount to be paid at overtime rate for overtime hours worked. 6-1249a
-------------------------------
OCCUPATIONS APPLICABLE TO HEAVYZHIGHWAY and QUILDING SCHEDULES
PREVAILING RATE SCHEDULE ( - )See N07ICE PAGE ATTACHED
State of New York Case Number Bureau of
Department of Labor Public Work
9603043
1994b-7/01/94 thru 6/30/95
Published -11/01/94
DUTCHESS COUNTY
Page 13
ELECTRIC N-Linemt)
For All Lighting and Traffic Signal Systems.
WAGES(per hour) 6/01/94- 4/29/95-
4/28/95 5/04/96
Cert, Welder... 23.35 23.88
Crane/Line/Tech/Split., 22.24 22,74
Digging Mach./Dynamite. 20,02 .20.47
Chief Mech./Trctor Trier 18,90 19,33
Mobile Equip,Oper,/Truck Dr,/
Mechanic 1st Class.,, 17.79 18.19
Groundman 3rd Yr,....,, 16,68 17.06
" 2nd Yr.,..,., 13,34 13.64
1st Yr..,.,., 10,01 10,23
Flagman..,.. ... 10,01 10.23
Above rates applicable on ALL Lighting and Traffic Signal Systems,
-
QVERTIME PAY: See (8, E, 0,V) on OVERTIME PAGE attached,
P�D�IOLIDAYS: See (5,6,8,13,25) on HOLIDAY PAGE attached and Gov, Election Day,
ALLOWABLE RATIO: Apprentice(s) to Journeymen (1-2)(2-4)(3-6)
The following APPRENTICE Rates and the following SUPPLEMENTAL BENEFITS apply to all
classifications
APPRENTICES: ( 1000) hour terms at the following percentage of Journeyman's wage.
1 d3rd. 4th. 5th 6th. Zth.
SOX 65X 70% 75% 80% 85% 90%
SUPPLEMENTAL BENEFITS: per Hour Worked.
$ 6.00 *Note
plus
7% of wage
NOTE(S): Each employee in a helicoptor crew to receive $ 1.00 above regularpay rate,
(') This amount to be paid at overtime rate for overtime hours worked, 6-1249aReg8L
------------------------------
"AGES(per hour) 6/01/94-
5/06/95
l Cable Splicer/Welder.,, 24.45
Lineman/Technician,.... 24.45
Digging Mach./Dynamite, 22.01
Chief Mech./Trctor Trier 20.78
Mobile Equip.Oper./Truck Dr./
Mechanic 1st Class,., 19,56
Groundman ............. 18.34
Flagman. .... 11.00
Above rates applicable on ALL Overhead and Underground Distribution and Maintenance
OVERTIME PAY: See (8, E, 0, V) on OVERTIME PAGE attached.
PAID HOLIOgYS: See (5,6,8,13,25)on HOLIDAY PAGE attached and Gov, Election Day.
1)19LMgQLE RATIO: Apprentice s) to Journeymen (1-2)(2-4)(3-6)
The following APPRENTICE Rates and the following SUPPLEMENTAL BENEFITS
apply to all classifications
APPRENTICES: (1000 ) hour terms at the following percentage of Journeyman's wage.
1st, _and. 3rd. 4th. 5th._ _ Bth. 7th,
60% 65% 70% 75% 80% 85% 90%
SUPPLEMENTAL fEKEITS: per Hour Worked,
$6.00 "note
plus
7 %
of wage
NOTE(S): Each employee in a helicoptor crew to receive $ 1.00 above regularpay rate.
(') This amount to be paid at overtime rate for overtime hours worked. 6 -1249a -UO
OCCUPATIONS APPLICABLE TO HEAVY/HIGHWA,x and ElUILDING SCHEDULES
State of New York
Department of Labor
PREVAILING RATE SCHEDULE ( " )See NOTICE PAGE ATTACHED
Case Number Bureau of
9503043 Public Work
1994b-7/01/94 thru 6/39/95
Published -11/01/94
DUTCHESS COUNTY
Page 14
ELEGTRICIAN
Town of Fishkill, East Fishkill,and Beacon.
WAGES(per hour) 9/15/94-
8/31/97
Electrician:...,,..,. $21.00
OVERTIME PAY: See ( 8, E, 0 ) on OVERTIME PAGE attached.
PAID HOLIDAYS See ( i ) on HOLIDAY PAGE attached.
bWUALLOriAB
LE RATIO: 1st Year Apprentice to Apprentice to Journeyman(1-1-1, 1�-2-4, 2-2-4)
TICE5: ( 6 ) month terms at the following percentage of Journeymans rate.
Ist. 2nd.rd. 4th. 5th. 6th. 7th. Qth. 9th. 10th
$30% 35% 40% 45% 50% 55% 6 70% 75% 85%
UPPLEMENTAL BENEFITS -(per hour worked)
$ 9,40 plus
4 % of wage
Listed supplements apply to ALS classifications ( X )Yes ( )No 6-363/2
Remainder of County
riAGE.S(per hour) 9/15/94-
8/31/97
Electrician..,.,..... $ 18.00
OVERTIME PAY. All other work See ( B, E. 0 ) on OVERTIME PAGE attached.
PAID_HOLIDAYS_ See ( 1 ) on HOLIDAY PAGE attached.
ALIQWAI.LE RATIO: 1st Year Apprentice to Apprentice to Journeyman'1-1-1, 1-2-4, 2-2-4)
APP�P ( 6 ) Month terms at the following percentage of Journeymans rate.
lst nd d 4t 5 6 7th 8th 9 h 10
30% 35% 40% 45% 50% 55% 65� 70% 75% 85%
SUPPLEMENTAL BENEFITS:(per hour worked)
i
Journeyman $ 8.90 plus
4% of wage
Listed supplements apply to ALL classifications ( X )Yes ( )No, 1-363/3
OCCUPATIONS APPLICABLE TO HEAVYZHIGHWAY and BUILDING SCHEDULES
State of New York
Department of Labor
PREVAILING RATE SCHEDULE ( + )See NOTICE PAGE ATTACHED
Case Number Bureau of
Public Work
9503043
1994b-7/01/94 thru 6/30/95
Published -11/01/94
DUTCHESS COUNTY
Page 15
TELEPHONE
In All of County EXCEPT Town of Fishkill.
Rates listed below are for installation of customer provided telephone
equipment from point of demarcation.
WAGES(per hour) 5/29/94 -
Telephone
System Tech,/Engineer
Starting........,, 8,85
After 6 mos.....,, 7.66
12 mos.,,.... 8.56
" 18 mos....... 9.58
24 mos..,.... 10.69
30 mos,..,... 11,95
" 36 mos,...... 13.35
" 42 mos,...... 14.91
" 48 mos....... 16.66
" 54 mos..,.... 18.61
" 60 mos....... 20.80
Technician Asst.
Start, 6.53
After 6 mos....,.,.., 7.34
" 12 mos.......... 8.24
" 18 mos....,,.... 9,26
" 24 mos..,....... 10,40
30 mos.....,.... 11,69
OVERTIME P Y• See (B,I,S ) on OVERTIME PAGE attached.
PAID HO YS See ( 5,6,16 ) on HOLIDAY PAGE attached.
PP M NT EFITS•(per hour worked)
19.3% of
wage
Listed supplements apply to ALL classifications (X)Yes ( )No, att/alb+
---------
r
OCCUPATIONS APPLICABLE TO 8EAyYZHjgHWAY and BUILDING SCHEDULES
i
PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED
State of New York Case Number Bureau of
Department of Labor Public Work
9503043
1994b-7/01/94 thru 6/30/95
Published -11/01/94
DUTCHESS COUNTY
Page 16
TELEPHONE(cont)
In Town of Fishkill,
Rates listed below are for installation of customer provided telephone
equipment from point of demarcation.
WAGES(per hour) 5/29/94 -
Telephone
System Tech./Engineer
Starting..,,..,... 6.85
After 6 mos,,.,.,. 7.68
12 mos...,... 8.58
" 18 mos,..,... 9.59
24 mos,....,. 10.73
30 mos.....,. 11.99
" 36 mos....... 13.40
" 42 mos....... 14.98
" 48 mos,....,. 16.74
54 mos....... 18,71
" 60 mos....,.. 20.93
Technician Asst,
Start.. 6.53
After 6 mos,......... 7,34
" 12 mos,......... 8,24
" 18 mos,......... 9.26
` 24 mos.......... 10,40
30 mos.......... 11.69
OVERTIME AY: See (B,I,S ) on OVERTIME PAGE attached,
PAID HOLIDAYS: See ( 5,6,16 ) on HOLIDAY PAGE attached.
SUPPLEMENIAL—B.ENEFITS:(por hour worked)
19.3% of
wage
Listed supplements apply to" classifications (X)Yes ( )No.
att/er/ni
OCCUPATIONS APPLICABLE TO HEAVY/HIGHWAY and BUiLDiNG SCHEDULES
State Qf New York
Department of Labor
PREVAILING RATE SCHEDULE i " )See NOTICE PAGE ATTACHED
Case Number Bureau of
9503043 Public Work
1994b-7/01/94 thru 6/30/95
Published -11/01/94
DUTCHESS COUNTY
Page 17
IRONWORKER
WAGES(per hour) 7/01/94- 7/01/95- 1/01/96-
5/30/95 12/31/95 4/30/96
Structural .......... $ 20.80 Addit. Addit.
Reinforcing.......... 20,80 $ .25 $ .50
Ornamental,,,,...,... 20.80 per per
Chain Link Fence..... 20.80 hr, hr,
OVERTIME PAY: See ( B', E', Q ) on OVERTIME PAGE attached,
"Double Time after 10 hours Monday thru Saturday,
PAID HOLIDAYS:, See ( 1 ) on HOLIDAY PAGE attached.
ALL2rigBLE_RATIO: Apprentice(s) to Journeymen -on structural work, 1 appr, after
6 3aurneymen; on all other work 1 appr after 3 journeymen.
APPRENTICES: ( i ) year terms at the following percentage of Journeyman's wage.
_1st.__ 2nd. 3rd_
60% 70x 80%
9UP PLE_MENTAL BENEFITS:(per hour worked)
Journeyman $19.30
Appr. 1st term $15.88
Appr. Znd term $16.74
Appr. 3rd term $17.59
Listed supplements apply to ALS. classifications ( x )Yes ( )No. 8-417
PAINTER
WAGES(per hour) 6/01/94-
5/31/95
Brush. $ 17,19
Dry Nall Taper........ 17.19
Paper Hanger. ..... 17,19
Structural Steel...... 21.19
Spray. ...,. 18.19
Sandblasting/Bldg..... 16.19
Bridge Ptg,. ...... 21.19
Sandblasting/Bridge..,. 21.19
Window Jack,Safety Belt 21.19
Swing Stage,Boatswain 21.19
Lead Abatement.......... 17.19
PAY.L See (8,E4,F,R) on OVERTIME PAGE attached.
PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached.
ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 4 )
APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeymen's wage,
1st. 2nd_ 3rd. 4th. 5th, 6th,
40% 50% 60% lox 60% 90%
SUPPLEMENTAL SENEEITS:(per hour worked)
Journeyman .............. $ 7.22
Appr. 1st term.......... 5.22
All other Apprs......,,. 7.22
Listed supplements apply to ALL. classifications ( x )Yes ( )No. 1-155
OCCUPATIONS APPLICABLE TO HEAVY/HIGHWAY and BUILDING SCHEDULES
State of New York
Department of Labor
PREVAILING RATE SCHEDULE ( " )See NOTICE PAGE ATTACHED
Case Number Bureau of
9503043 Public Work
1994b-7/01/94 thru 6/30/95
Published -11/01/94
DUTCHESS COUNTY
PLUMBER / STEAMFITTER
A S(per hour) 4/05/93-
3/31/95
Page 18
Plumber. $ 19.00
Steamfitter.......... 19.00
21-1 See 'note below 8 (B4O,V) on OVERTIME PAGE attached
"nate-Time 8 1/2 for 1st. 8 on sat.- all add. hrs double time,
PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached.
ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 1 ) ( 1 - 5 )
APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage.
1 t. nd, 3rd. 4th, 5th.
35% 45% 55% 70X 80%
UPP ENT B N F TS:(per hour worked)
Journeyman $9.52
Apprentices $ 1,52 plus
wage %
of $ 8.00
Listed supplements apply to AL classifications ( X lyes ( )No.
1-201
TEAMSTER
Truck Driver(Building and Heavy/Highway):
GROUP i:LeTourneau Tractors, Double Barrel Euclids, Athney Wagons and similar
equipment(except when hooked to scrapers),Low Beds, I -Beam and Pole Trailers,
Tire Trucks and Tractor and Trailers with 5 axle and over.
GROUP 2: All equipment 25 yards and up to and including 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: Ten Wheelers, Grease Trucks and Tillerman.
GROUP 5: Straight Trucks.
GROUP B: Pick-up Trucks for hauling materials, parts and Escort Man over -the -road.
GROUP 7: Helpers, Warehousemen, and Platform Men.
GROUP B: Road 011 Distributors.
WAGES(per hour) 7/01/94- 7/01/95-
6/30/95 5/31/96
Building and Heavy/Highway:
Group M1..........., 20.50 20.65
Group M2............ 20.40 20.55
Group N3............ 20.20 20,35
Group N4.........,.. 20.10 20.25
Group AS.......,.,.. 20.00 20.15
Group N6.......,.,.. 20.00 20.15
Group N 7.,....,,... 19.90 20.05
Group #8 ............. 17.675 17.675
OVERTIME PAY: See ( B, E, 0 ) on OVERTIME PAGE attached.
PAID HOLIDAY: See ( 5,6,7,12 ) on HOLIDAY PAGE attached.
SUPPLEMENTAL BENF,FITS:(per hour worked)
Groups 1 - 7............ 10.90 $11.70
Group 8 .............. 1 9.90 $10.60
Listed supplements apply to A" classifications ( x )Yes ( )No. 8-445h
OCCUPATIONS APPLICABLE TO HEAVY/HIGHWAY and BUILDING SCHEDULES
State of New York
Department of Labor
PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED
Case Number Bureau of
9503043 Public Work
1994b-7/01/94 thru 6/30/95
Published -11/01/94
OUTCHESS COUNTY
Page 19
TREE TRIMMER
In the Towns of Amenia, Beekman and Pawling.
Applies to line clearance, tree work and right-of-way preparation on all new
or existing overhead electrical, telephone and CATV lines.
NWAGES(per hour) 1/03/94-
Tree Trimmer: 12/31/94
Treeman.............. $ 14.12
" Equip. Operator. 12.50
Mechanic. 12.50
" Truck Driver.... 10.61
Inexperienced Grdsman 8,80
OVERTIME PAY: See (B,E,O ) on OVERTIME PAGE attached.
PAID HOLIDAYS: See (5,6,8,10,15,16) on HOLIDAY PAGE attached.
SUPPLEMEUTAL B F • (per hour worked.)
$ 3.20
plus
3% of wage
Listed supplements apply to ALi classifications ( x )Yes ( )No. 6-1249TTso
------------------------------
In the Remainder of County
Applies to line clearance, tree work and right-of-way preparation on all new
or existing overhead electrical, telephone and CATV lines,
VIAGES(per hour) 1/03/94 -
Tree Trimmer:
Treeman.............. $ 13.32
Equip, Operator. 11,80
Mechanic. ..... 11.80
Truck Driver,,.. 10.02
Inexperienced Grdsman 8.30
OVF>i�ME PAY: See (6,E,p ) on OVERTIME PAGE attached,
AF.Aa See (5,6,8,10,15,16) on HOLIDAY PAGE attached.
SUPPLEMENTAL (per hour worked.)
$ 3.20
plus
3% of wage
Listed supplements apply to ALL classifications ( x )Yes ( )No. 6-1249TT
WELDER
Yielder To be paid the rate of the mechanic performfng the work.
OCCUPATIONS APPLICABLE TO HEAVY/HIGHWAY and BUILDING SCHEDULES
PREVAILING RATE SCHEDULE ( ).See NOTICE PAGE ATTACHE()
State of New York Case Number Bureau of
Department of Labor Public Work
9503043
1994b-7/01/94 thru 6/30/95
Published -11/01/94
d
DUTCHESS COUNTY
Page 20
SURVEY CgEW
Towns of Amenia, Clinton, Hyde Park, Milan, Northeast, Pine Plains, Pleasant Valley,
Red Hook, Rhinebeck, StanfordWashington and That part of the Town of Poughkeepsie
(North of North Line of the City of Poughkeepsie.)
SURVEY CLASSIFICATIONSI
Party Chief- One who directs a survey party.
Instrumentman- One who runs the instrument and assists the Party Chief,
Rodman- One who holds the rods and in general, assists the survey party.
WAGES:(per hour) 6/01/94- 6/01/95- 6/01/96-
Survey Rates: 5/31/95 5/31/96 5/31/97
Party Chief......... 18.83 19.48 20.13
Instrument/Rodperson 16.24 16.94 17.64
Additional 2.00 per hr, for work in a Tunnel.
Additional 2.50 per hr, for EPA or DEC certified toxic or hazardous waste work
OVERTIME PAY: See ( B, E, a ) on OVERTIME PAGE attached.
PAID HOLIDAY,. See ( 5, 6 ) on HOLIDAY PAGE attached.
ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 10 )
APPRENTICES: ( 1000 ) hour terms at a percentage of Class "A" Tech. Engineer.
1st 2nd. 3rd.
94/95- 12.18 13.80 15.43
95/96- 12.71 14.40 16.09
96/97- 13.23 14.99 16.76
SUPPLEMENTAL BEN ITS: (per hour worked)
$ 8.35 $ 8.95 $ 9.15
Listed supplements apply to A -LL classifications ( x )Yes ( )No. 6-545Dhalb
SURVEYW- C N TTMilNG N
Feasibility and preliminary design surveying, line and grade surveying for
Inspection or super
vis on of construction when performed under a consulting
engineer agreement.
SURVEY CLASSIFICATIONS•
Party Chief- One who directs a survey party.
Instrumentman- One who runs the instrument and assists the Party Chief,
Rodman- One who holds the rods and in general, assists the survey party.
WAGES:(per hour) 6/01/94- 6/01/95- 6/01/96-
Survey Rates: 5/31/95 5/31/96 5/31/97
Party Chief......... 17.83 18.48 19.13
Instrument/Rodperson 15.24 15.94 16.64
Additional 2.00 per hr. for work in a Tunnel.
Additional 2.50 per hr. for EPA or DEC certified toxic or hazardous waste work
OVERTIME PAY: See ( S. E, 0 ) on OVERTIME PAGE attached.
EAID HOLIDAYL See ( 5, 6 ) on HOLIDAY PAGE attached.
""OriWRATIO: Apprentice(&) to JourneymenAPP
R T ,(lst 1 y2ndr 1000 hr) terms at the following Rates.
94/94 11.43 12.95 14.48
95/96 11.96 13.55 15,14
96/97 12.48 14.14 16.81
PP A F • (per hour worked)
$ 8.35 $ 8.95 $9,15
Listed supplements apply to N.L classifications ( x )Yes { )No. 6-545Dcalb
OCCUPATIONS APPLICABLE tO HEAVY/HIGHWAY and BUILDING SCHEDUUES
State of New York
Department of Labor
PREVAILING RATE SCHEDULE 4 )See NOTICE PAGE ATTACHED
Case Number Bureau of
9503043 Public Work
1994b-7/01/94 thru 6/30/95
Published -11/01/94
DUTCHESS COUNTY
Page 21
SURVEY R6TEa n
Remainder of County
WAGES:(per hour) 7/01/93-
8/01/93
7/01/94-
7/01/95-
7/31/93
6/30/94
6/30/95
6/30/96
Survey Rates -Building:
Party Chief......... 25.78
24.78
Addit.
Addit,
Instrument Man...... 21.89
20.89
$1.24
;1.24
Rodman/Chainman.,,.. 14.58
13,58
per hr
per hr
OVERTIME PAY; See ( A,E,Q ) on OVERTIME PAGE attached,
PAID H0�_IDAY: See ( 5,6,7,11,12 ) on HOLIDAY
PAGE attached.
$UPPLFMrNTAL_BBE &FITS: (Per hour worked)
$11.85"
$12.85"
7/01/93- "$6.25 of this amount paid at the
same rate as
overtime rate,
8/01/93- •$9,95 of this amount paid at the
same rate as
overtime rate,
Listed supplements apply to A" classifications
( x )Yes
( )No,
8-15Db
G S:(per hour) 8/01/93-
7/01/94-
7/04/95-
6/30/94
6/30/95
6/30/96
Survey Rates-Heavy/Hiway:
Party Chief,,..,.... 24,72
Addit
Addit.
$1.36
$1.38
Instrument Man...... 19.74
Addit.
Addit.
$1,23
$1.23
Rodman/Chainmen,..., 17.14
Addit.
Addit.
$1.15
$1.15
OVERTIME PAY: See (B,E,Q ) on OVERTIME PAGE
attached.
PAID_HOLIDAY: See ( 5,6,7,11,12 ) on HOLIDAY
PAGE attached.
SUPPLEMENTAL BENEFITS: (Per hour worked)
12.80"
"$9.15 of this amount paid at same rate as
overtime pay.
Listed ,supplements apply to ALL classifications
( x )Yes
( )No,
8-15D
SURVEY CREW - CONSULTING ENGINEERS
CONSULTING ENGINEER SURVEY
Feasibility and preliminary design surveying,
line and grade
surveying
for
inspection or supervision of construction when
performed
under a consulting
engineer agreement.
WAGES:(per hour) 7/01/94-
7/01/95-
7/01/96-
6/30/95
6/30/96
6/30/97
Survey Rates:
Party Chief......... 21.11
Addit,
Addit.
Instrument Man...... 17.78
$.90
$,g0
Rodman/Chainmen..... 15.03
per hr,
per hr,
OVERTIME PAY: See ( B,E,Q ) on OVERTIME PAGE
attached.
PAID_NOLIDAY: See ( 6,6„7,8,11,12 ) on HOLIDAY
PAGE attached.
SUPPLEMENTALBENEFITS: (Per hour worked)
$ 8.45
$ 8.45
$ 8.45
Listed supplements apply toL�1 classifications
( x )Yes
( )No,
8-15Dc
OCCUPATIONS APPLICABLE TO HgAVXZHIGHWAY
and BUILDING SCHEDULES
PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED
State of New York Case Number Bureau of
Department of Labor Public Work
9503043
1994b-7/01/94 thru 6/30/95
Published -11/01/94
DUTCHESS COUNTY
Page 22
L OR R-Heavy/Hi_9hway
Heavy/Highway Laborer:
WAGES(per hr.) 7/01/93- 7/01/94- ----7/01/95-
6/30/94 6/30/95 6/3.0/96
All classifications..... 24.75 25.55 26.55
OfRTIME PAYS See ( 8, E. 0 ) on OVERTIME PAGE attached.
PAID_HOLIOAYS: See (5,6,12,15,25) on HOLIDAY PAGE attached.
SUPPLEMENTAL BENEFITS -(per hour worked)
$ 6.55 6,65 6.75
Listed supplements apply to ALL classifications ( x )Yes ( )No. 8-17tox
GROUP N A: 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 # B: General La barer, Dumpman, Pitman, All AFL-CIO Trades Tenders
GROUP # C: Concrete Man, Signal Man, Pipe Layer, Rip Rap, Dry Stone Layer, Jack Hammer,
Powderman, Highscalers, Power Buggy Operator, Steel Rod CarrierVibratory Oper.,
Other Machine.Oper., Wrecking, Vibrator operator -Compactor, Gunite & Sand Blasting,
Water Pumps 2 or under, Nipper, Chucker, Asphalt worker.
GROUP N D: Asphalt Raker, Asphalt Screedmen, Drillers (all), Laser Beam Oper
Form Setters/Aligners, Blaster.
WAGES(per hour) 5/01/94- 5/01/95-
Heavy $ Highway: 4/30/95 4/30/96
GROUP # A__ ........ $ 17.00 17.00
GROUP # B..._ ....... 20.01 20.51
Group # C__ ... .... 20,26 20.76
Group N D .............. 21.01 21.51
OVERTIME PAY: See ( B, E, P ) on OVERTIME PAGE attached,
PAID HOLIDgYS: See ( 5,6,7,6,11,12 ) on HOLIDAY PAGE attached.
SUPP�.,E ENTAL B,ENEFITS:(per hour worked)
5.95 5.95
Listed supplements apply to ALL classifications ( x )Yes ( )No, 1-1000h
OCCUPATIONS APPLICABLE TO HEAVY/,HIGHWAY andQUILDING SCHEDULES
State of New York
Department of Labor
PREVAILING RATE SCHEDULE ( " )See NOTICE PAGE ATTACHED
Case Number Bureau of
9503043 Public Work
1994b-7/01/94 thru 6/30/95
Published -11/01/94
DUTCHESS COUNTY
Page 23
MASON-Heavy/Highway
W G S(per hour) 6/01/94- 6/01/95-
Heavy/Highway: 5/31/95 5/31/96
Bricklayer,.,,,...,... 22.77" 23.17'
Cement Mason,,........ 22.77' 23.17'
Plasterer/Stone Mason 22,77* 23,17+
Pointer/Caulker 22.77" 23,17'
Tile/Terrazza/Marble &
Mosiac Worker 22,77' 23,17•
Tile/Marbl/Terrz Helper 18,79'
Addit.$.30 per hr for power saw work.
Addit.$.50 per hr for swing scaffold or staging work,
OVERTIME PAY: See ( B, 0 ) on OVERTIME PAGE attached.
PAID HOLIDAY L See ( 5, 6, 7, 8, 11, 12,) on HOLIDAY PAGE attached.
ALLOWABLE RAT • Apprentice(s) to Journeymen ( 1 - 1 ) ( 1 - 5 )
APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage.
1 d. rd. 4t , 5 h 6th 7 fi. 8 h
50% 55% 60% 65% 70% 75% 80% 85%
SUPPLEMENTAL BENEFITS -(per hour worked)
Journeyman $10,20 10.5.5
Appr 1st & 2nd terms $ 6.20 6.20
Appr all other terms $10.20 10,55
Listed supplements apply to ALL classifications (X)Yes ( )No, 8-5du-H/H
OCCUPATIONS APPLICABLE TO HEAVY/HIGHWAY SCHEDULES
PREVAILING RATE SCHEDULE ( • )See NOTICE PAGE ATTACHED
State of New York Case Number Bureau of
Department of Labor Public Work
9503043
DUTCHESS COUNTY
-POWER Q NT P T0R-He v Hi
1994b-7/01/94 thru 6/30/95
Published -11/01/94
Page 24
Towns of Amenia, Clinton, Hyde Park, Milan, Northeast, Pine Plains, Pleasant Valley,
Red Hook, Rhinebeck, Stanford, Washington and That part of the Town of Poughkeepsie
(North of North Line of the City of Poughkeepsie.)
Heavy/Highway:
MASTER MECHANIC;
CLASS 1A: Crane, Cherry Picker(over 5 ton capacity, Derricks(steel erection)
Dragline, Overhead Crane (gantry or straddle), Piledriver, Truck Crane(Over 5 tons)
CLASS A:Automated Concrete Spreader(CMI Type), Automatic Fine Grader, Backhoe(except
tractor-mounted,rubber tired),Backhoe Excavator Full Swing (CAT 212 or similar),
Belt Placer(CMI Type) Blacktop Plant(automated),Cableway,
Caisson Auger, Central Mix Concrete Plant(automated), Concrete Pump(8" or over),
Dredge, Dual Drum Paver, Excavator(all purpose-hydraulic-Gradall or Similar),
Profiler ( over 105 H.P,), Front End Loader(4c,y,& over), Head Tower
(Sauerman or equal), Hoist(two or three Drum), Mine Hoist, Holland Loader,Mucking
Machine or Mole, Power Grader,
Quad 9, Quarry Master(or equivalent), Scraper, Shovel, Side Boom, Slip Form Paver(If a
second man is needed, he shall be an Oiler), Tractor Drawn Belt Type Loader,
Truck or Trailer Mounted Chipper(self-feeding), Tug & Operator(manned,
rented equipment excluded) & Tunnel Shovel, Maintenance Engineer, Concrete Curb
Machine, Self -Propelled Slip Form, Boom Truck(5 tons and under.
-------------------------
QLASSBjBackhoe (Tractor-Mounted,Rubber Tired), Bituminous Spreader & Mixer, Blacktop
Plant (non-autometed),Blast or Rotary Drill (Truck or Tractor Mounted), Boring
Machine, Cage Hoist,Central Mix Plant(Non Automated),All Concrete Batching Plants,
Cherry Picker (5 ton capacity & under), Compressors(4 or less exceeding 2000 cfm combined
capacity), Concrete Paver over 16S, Concrete Pump(Under 8"), Bituminous Recycling machine
Crawler Drill Self Contained, Crusher, Diesel Power
Unit,Dr111 Rigs (Tractor Mounted), Front End Loader(under 4 c.y.), Hi -Pressure
Boiler (15 lbs.& over), Hoist(One Drum), Kolman Plant Loader & similar type
loaders(if employer requires another man; he shall be Oiler), L.C.M.Work Boat
Operator, Locomotive, Greaseman/Lubrication Eng, Welder, Mixer(for stabilized
base -self propelled) Monorail Machine, Plant Engineer, Profiler ( 105 H.P.or over)
Pump Crete, Ready Mix Concrete P1ant,Refrigeration Equipment (for soil stabilization),
Road Widener, Roller(all above sub-grade),See Mule,Tractor with Dozer and/or Pusher,
Trencher, Tugger Hoist, Winch and Winch Cat.
------------------------------------
CLASS C:A Frame Truck, Ballast Regulator(ride on) Bituminous Heater
Self -Propelled, Concrete Pavement Spreaders and Finishers, Conveyor,Drill (core),
Drill (well), Farm Tractor with Accessories, Fine Grade Machine, Fork Lift, Grout Pump,
Gunite Machine, Hammers(hydraulic- self propelled); Hydra-Spiker(ride-on);
Hydro-Blaster(water),Power Sweeper, Post Hole Digger & Post Driver, Roller(grade & fill),
Scarifier(ride-on), Span Saw(ride-on) ,Tamper(ride-on), All ride -on Tie Extractors,
Tie Handlers, Tie Spacers, Tie Inserters & Track Liners,Tractor(with towed access.),
Vibratory Compactor, Vibro Tamp, Well Point
------------------------------------
CLASS D:Aggregate P1ant,Boiler(used with production),Cement & Bin Operator,
Compressors, Dust Collectors, Generators, Pumps,Welding Machines, Light Plants, Heaters
Concrete Paver or Mixer(16S & under),Concrete Saw(self propelled), Form Tamper,
Fireman, Hydralic Pump(]acking system), Mulching Machine, Oiler
Parapet Concrete or Pavement Grinder,Power Broom (towed),Power Heaterman,
Revinius Widener, Shell Winder, Steam Cleaner, Tractor.
POWER EQUIP, OPER. CONTINUED ON NEXT PAGE
OCCUPATIONS APPLICABLE TO HEAVY/HIGHWAY SCHEDULES
PREVAILING RATE SCHEDULE i " )See NOTICE PAGE ATTACHED
State of New York Case Number Bureau of
Department of Labor Public Work
9503043
1994b-7/01/94 thru 6/30/95
Published -11/01/94
DUTCHESS COUNTY
Page 25
POWER EQUIPMENTP TOR -HEAVY H GH A c n
WAG S(per hour) 7/01/94- 6/01/95- 6/01/96-
Heavy/Highway: 5/31/95 5/31/96 6/30/97
Master Mechanic.... 23.41 23.71 24.04
CLASS iA........... 22.31 22.57 22.86
CLASS A............ 21.90 22.15 22.43
CLASS 8............ 21.04 21.27 21.52
CLASS C............ 18.62 18.77 18.95
CLASS D .......... ., 16.49 16,58 16.59
.5000 per hr additional for Crane with Boom length 8 gib 150ft, and over.
• 200ft, "
Additional 2.50 per hr. for hazardous or toxic waste work.
OVERTIME PAY: See ( B, E, 0 ) on OVERTIME PAGE attached.
PA��iOLIDAY: See ( 5, 6 ) on HOLIDAY PAGE attached.
A�L4ilABLE RATIOS Apprentice(s) to Journeymen ( 1 - 1 ) ( 1 - 6 )
AEPPRENTTCES: ( 1000 ) hours terms at the following percentage of Journeyman's wage,
lits_-2hd. 3rd. 4th
fi0� of 65X of 70% of 75% of
Class D Class C Class B Class A
SUPPLEMENTAL BENEFITS:(per hour Worked)
$ 9.80 $ 10.50 $ 11.20
Listed supplements apply to ALL classifications ( x )Yes ( )No. 1-106h
CONTINUED
OCCUPATIONS APPLICABLE TO AVY GMW Y SCHEDULES
I
PREVAILING RATE SCHEDULE ( • )See NOTICE PAGE ATTACHED
State of New York Case Number Bureau of
Department of Labor Public Work
9503043
1994b-7/01/94 thru 6/30/95
Published -11/01/94
DUTCHESS COUNTY
Page 26
Operating Engineer-Heavy/Highway (cont)
Remainder of County
Heavy and Highway:
uto
BarbbeerGr enALoaderAEuclGidaLoaderr orhsimilarDual
typepmachine. Bulldozer -All Sizemachines,
, Central
Mix Plant Operator, CherryPicker(Cableway)-Hydraulic, Compactor with Blade, Concrete
Portable Hoist, C.M,I, or Similer,Conwayor Similar mucking machines, Crane(Crawler or
truck)dragline, Gradall, Shovel 9ackhoe,etc, Grader, Derrick (Stone -Steel) Elevator &
Cage, Front End Loaders over 1 1/2yds, Hoist Single,Double,Triple Drum, Hoist Portable
Mobile Unit, Hoist Engineer -Concrete (Crane -Detrick -Mine Hoist), Hoist Engineer -Material,
Hydraulic Boom,Letourneau or Tournspull(Scrapers over 20yds struck), Mucking Machines,
Overhead Crane, Paver(concrete) Pulsemeter,Push Buttan(BUss Box)Elevator, Road Mix
Machines, Ross Carrier and similar, Shovels(Tunn.els), 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,
gR04lP 11-A: Compactor Self Propelled, Tractors, Welder, Scrapers -20 yds
truckand under, Vibrator Roller, etc „ Roller 4 ton and over,
GROUP 11-8: Mechanic - All Types,
GROUP 11,1-A: Air Tractor Drill, Asphalt Plant, Batch Plant, Boiler(High Pressure),
Concrete Breaker, Concrete Pump, Concrete Spreader, Curb Cutter Machine, Farm
Tractor (All 7ypes),Finishing Machine(Concrete)Fine Grading machine, Fireman,Forklift,
Forklift(Electric) Joy Drill or similar Tractor Drilling Machine, Loader 1 1/2yards
and under, LocomotiVe(All Sizes), Maintenance Engineer,Machine Pu111ngSheep's Foot
Roller, Material Hopper, Mixer Concrete -21E and over, Mulching Grass Spreader,
Portable Plant, Portable Batch P1ant,Portable Crusher,PowerhousePlant,0uarry Master,
Roller under 4ton, Spreading and Fine Grading Machine,Steel Cutting Machine, Stone
Crusher, Sweeper, Turbo JetBurner or Simi lar,Welibri71ing Mach ine,WinchTruck 'A' Frame
GROUP 1V -A: Concrete Saw, Oiler(Fuel Truck), Oile.r(Grease Truck),
GROUP 1V -8s Compressor -Compressor Plant-PairvtCompressor-Steel Erection,Conveyor
Belt Machine, Lighting Unit(Portable & Generator), Oiler, PUMPS -Pump Station-Water-
Sewer-Gypsum-Plaster,etc „ Roller-Matorized(Walk Behind),Welding Machine(Steel Erection
Excavation), Well Point System,Welder's Helper, Mechanic's Helper,Bending Machine,
Dust Collectior, Mixer Concrete under 21-E,Heater all types,Steam Jenny,
Stock Room Attendant, Syphone Pump -Air -Steam, Tar Joint Machine,,Vibrator
WAGES(per hour)
3/07/94-
3/06/95-
Heavy/Highway:
3/05/95
3/02/96
Class # 1 A......,...
25.00
25.50
Class # 11 A.........
24.00
24.45
( Class N 11 8.......,.
24,10
24.55
1 Class N 111 A........
2.3.60
24.05
Class N 1V A.........
21,50
21.90
Class # IV 8.........
18.60
18.90
Master and Asst.
Master Mechanic..,.
26,35
26.90
Engineer(Cranes ,etc)
26,75
29.35
Hoist(steel-sub struct)
25.30
25,80
Engineer -(Pile Driver)
24.65
25.15
Jersey Spreader,
Post Hole Digger and
Pave.ereaker(Air Ram)
24.10
24.55
Welder (Certified)
24,65
25.15
Heliocopter
' Pilot....,.......
29.00
29.55
' Hoist Oper.......
25.55
26.10
' Signalman........
22.90
23.35
2nd Eng.(60 ton & up)
18.50
18,90
Oiler,Asphalt Paver,
Utility Man.......,
17,70
18,00
An additional 20% to wage
hazardous/toxic removal
when required
projects.
to wear protective equipment on
OVF)iTIME PAY: On Bridges, Bridge Approches, Dams, Etc See ( D, E, *note ) on
OVERTIME PAGE attached.
On all other work See ( B, E, 'note ) on OVERTIME PAGE attached.
*Note for Holidays 5 & 6 add codes P & T, For other holidays code is Q.
PAID 11OLIDAY1 See ( 6, 6, 7, 8, 11, 12 ) on HOLIDAY PAGE attached.
A A R 0 Apprentice(s) to Journeymen ( i- 5)
111A rat9PEB�e10ES: ( 1 ) year terms at the following percentage of Journeyman's wage.(% of Gr
d 3rd 4
504 60% 70x 80%
SUPPLEMENTAL 5ENEFITS:(per hour worked)
$13.35• 13.95'
$5.00 of this amount payable only up to 40 hrs. per week.
Listed supplements apply to ALL classifications ( x )Yes ( )No. 8-137h
OCCUPATIONS APPLICABLE TO HEAVY/HIGHWAY SC8ZOULES
State of New York
Department of Labor
PREVAILING RATE SCHEDULE ( ' )See NOTICE PAGE ATTACHED
Case Number Bureau of
9503043 Public Work
1994b-7/01/94 thru 6/30/95
Published -11/01/94
DUTCHESS COUNTY
Page 27
MARINE CONSTRUCTION
18.94
18.46
19.41
18,92
20.00
19.49
20.71
WAGES(per hour)
10/01/92-
10/01/93-
10/01/94-
10/01/95-
Hydraulic Dredge:
9/30/93
9/30/94
9/30/95
9/30/96
Class A:
18,11
18.56
19.12
19,80
Leverman
Engineer, Derrick Op.
20.77
19,57
21.56
20,11
22.44
23.35
Chief mate on Dredge
19,28
19.82
20.78
20,47
21,51
21,20
Class C:
-------------------------
Dredges:
Maint, Eng.
Mate
19,23
19,72
20,32
21.04
Boat Captain
17.97
18.11
18,41
18.56
18.97
19.12
19,65
19.80
Class D:
19.98
20.54
21,22
21,97
Deckhand
Fireman, Oiler
15.30
15,89
15.51
16.11
15,83
16.15
Shoreman
15.30
-------------------------
15.51
16.44
15.63
16.77
16.15
Tug Boats:
Class A:
Tug Master
Tug Chief Engineer
18.94
18.46
19.41
18,92
20.00
19.49
20.71
Class C:
20,19
Tug Captain
18.11
18.56
19,12
19.80
Tug Engineer
18,11
18.56
19.12
19,80
Class D:
Tug Deckhand
15.50
15.71
16,03
16,36
Dipper and Clamshell
-------------------------
Dredges:
Class A:
Operator
21.14
21.94
22.83
23.76
Engineer
19.98
20.54
21,22
21,97
Class C:
Maint.Engineer
19,23
19.72
20.32
21.04
Mate
17.97
18,41
18.97
19.65
Boat Master, Welder
18.95
19,42
20.01
20.72
Boat Captain
18.11
18,56
19.12
19.80
Class D:
Oiler
15.89
16.11
16.44
15.77
Deckhand
15,50
15,71
16.03
16.36
QV61"T-ME PAY: See (
B, E, P. S ) on
OVERTIME PAGE
attached.
PAID HOLIDAYL See (
5, 6, 10, 15 )
on HOLIDAY PAGE
attached.
The following SUPPLEMENTAL
BENEFITS
apply to ALL
classifications of
the
above HYDRAULIC, DIPPER,
CLAMSHELL
DREDGES and TUG
BOATS,
SUPPLEMENTAL BENEFITS_(per
hour worked.)
All Class. A
$ 4,53
$ 4,63
$4,63
$4.63
plus
plus
plus
plus
8% of
8% of
8% of
8% of
All Class C
Wage
$ 4.24
wage
$ 4.34
wage
$ 4,34
wage
$ 4.34
plus
plus
plus
plus
87 of
8% of
8% of
8% of
mage
wage
wage
wage
All Class O
$ 3.96
$ 4.06
$ 4.06
$ 4.06
plus
plus
plus
plus
8% of
8% of
8% of
8% of
4-25a
wage
wage
wage
wage
OCCUPATIONS APPLICABLE
TO HEAVY/HIGHWAY
SCHEDULES
State of New York
Department of Labor
PREVAILING RATE SCHEDULE { " )See NOTICE PAGE ATTACHED
Case Number Bureau of
9503043 Public Work
1994b-7/01/94 thru 6/30/95
Published -11/01/94
DUTCHESS COUNTY
Page 28
MARINE CONSTRUCTION(cont)
AG S(per hour)
10/01/92-
10/01/93-
10/01/94-
10/01/95
9/30/93
9/30/94
9/30/95
9/30/95
Drill Boat:
Class A:
Engineer
Blaster
20,32
20,54
20.89
21,58
22.35
Driller
20,33
21.12
20.90
21,81
22.59
Class C:
21.59
22.36
Welder/Machinist
Class D:
20.27
20,79
21..42
22,18
Oiler/Helper
Deckhand
18.61
18,98
19.27
19,66
14.63
14,83
15,15
15.43
QV RTIME,PAY: See ( 8,
P D HOLIDAY: See (
E. P, S ) on OVERTIME PAGE attached.
5,
6, 10, 15 ) on HOLIDAY PAGE attached,
5 P M NTA N FITS:
(per hour worked)
Class A
$ 4,63 plus
$ 4,63 plus
$4,63 plus
$ 4.63 plus
Class C
8% of wage
$ 4,34 plus
8% of wage
$ 4.34 plus
8% of wage
$ 4,34
8% of wage
$ 4,34
Class 0
8% of wage
$ 4,06 plus
8% of wage
$ 4.06
plus
8% of wage
plus
8% of wage
8% ofwage
plus
8%
$ 4,06 plus
$ 4.06 plus
of wage
8% of wage
87. of wage
Listed supplements apply
to 6" classifications ( x )Yes
( )No,
4-25/3
OCCUPATIONS APPLICABLE TO PEAVYZHIG14WAX SCHEDULES
04/21/95
EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK
Under Article 8 of the NYS Labor Law, when two final determinations have been
rendered against a contractor, subcontractor and/or its successor within any
consecutive six-year period determining that such contractor, subcontractor
and/or its successor has WILFULLY failed to pay the prevailing wage and/or
supplements; or when one final determination involves the falsification of
payroll records or the kickback of wages and/or supplements, said contractor,
subcontractor and/or its successor shall be debarred and ineligible to submit
a bid on or be awarded any public work contract/sub-contract with the state,
any municipal corporation or public body for a period of five years from the
date of debarment. Below is a list of employers who have been debarred.
Contractor Number Date of Date of
of first last
Determ's Wilful Wilful
T.J. Marks & Sons, Inc.
(2) 07/01/87 10/19/90
P 0 Box 145, Guilford, NY 13780
V '.lywood Commercial Renewals, Inc. a/k/a
Hollywood Commercial Renewals of Nassau, Inc.
(2) 12/16/88 10/26/90
359 Duffy Avenue, Hicksville, NY 11801
Stride Construction Company
and Christopher Risdale &
David Strano (Individually)
(2) 04/06/87 11/15/90
78 Otis Street, Rochester, NY
Associated Safety Lighting, Inc.
(2) 10/05/87 12/21/90
2788 Mohawk Street, Sauquoit, NY 13456
Montour Metals, Inc.
(2) 09/28/90 09/24/91
116 North Catherine St., Montour Falls, NY
Sloan Steel Erectors & Equip. Rental Inc.
(2) 10/18/89 02/19/92
1560 Harlem Road, Buffalo, NY 14206
Fiscal Barred
Officer until
(see Note)
DOL 10/19/95
DOL 10/26/95
DOL ., 11/15/95
DOL 12/21/95
DOL 09/24/96
DOL 02/19/97
f
2
G�,at Neck Electric Co., Inc.
(2) 12/31/90 04/04/92 DOL 04/04/97
245 East Shore Rd., Great Neck, NY 11023
Global Oceanic Enterprises
(2) 03/29/90 09/15/92 DOL 09/15/97
P 0 Box 99, Langhorne, PA 19047
G & C Construction Corp.
(2) 09/28/90 10/06/92 DOL 10/06/97
3706 12th Ave., Brooklyn, NY 11218
Nelson's Lamplighters, Inc.
(2) 05/29/87 10/30/92 DOL 10/30/97
1811 Castle Gardens Road, vestal, NY 13850
Owners Management & Const. Corp.
(2) 06/07/91 01/08/93 DOL 01/08/98
14-08 Clintonville St., Whitestone, NY 11357
Rosenthal Contracting, Inc.
(2) 12/07/92 01/28/93 DOL 01/28/98
R.D. 1, Box 402, Owego, NY 13827
Mg'i.sz Building Impvt., Inc.
(2) 07/24/87 01./29/93 DbL 01/29/98
49 Crescent Place, Lackawanna, NY 14218
Atlantic Contracting Corp.
(2) 11/23/92 02/08/93 DOL 02/08/98
52-09 31st P1., Long Island City, NY 11101
J.F.B. Painting & Supply, Inc.
(2) 11/28/88 02/19/93 DOL 02/19/98
722 West Gray Street, Elmira, NY 14901
Easton Industries, Inc.
(2) 10/26/92 04/08/93 DOL 04/08/98
3100 7th Avenue, Troy NY 12180
Finger Lakes Painting & Decorating
(1) 06/28/93 N/A DOL 06/28/98
150 Lenox Road, Geneva, NY 14456
Silver Steel Erectors
(2) 06/03/93 11/30/93 DOL 11/30/98
494 Ashland Ave., Buffalo, NY 14222
GENERAL PROVISIONS
1. MATERIALS AND WORKMANSHIP
These specifications contemplate the use of first class
materials throughout, used in such.a manner as to produce
completed construction which is workmanlike and
acceptable in every detail. only materials conforming to
the requirements of these specifications and approved by
the Engineer shall be used in the work.
Wherever a trade name or the name of a certain
manufacturer appears in these specifications, it is
included to establish a quality of construction and
design only. The absence of the "or equal" clause in any
instance is not meant to exclude competition. Similar
products of any manufactures which are equal in quality,
as determined by the Engineer, will be approved.
All work under this contract shall be done in a manner
acceptable to the Engineer, who shall determine the
amount, quality, acceptability and fitness of the several
kinds of work and materials which are to be paid for
hereunder, and shall decide all questions which may arise
as to the measurement of quantities and the fulfillment
of the conditions of this contract on the part of the
Contractor. The Engineer's decisions shall be final and
conclusive and, in case any question shall arise, such
decision shall be a condition precedent to the right of
the Contractor to receive any money hereunder.
All work, all materials whether incorporated in the work
or not, all processes of manufacture, and all methods of
construction shall be at all times and places subject to
the inspection of the Engineer who shall be the final
judge of the quality and suitability of the work,
materials, processes of manufacture and methods of
construction for the purposes for which they are used.
Should they fail to meet his approval, they shall be
forthwith reconstructed, made good, replaced and/or
corrected, as the case may be, by the Contractor at his
own expense. Rejected material shall immediately be
removed from the site. Acceptance of material and
workmanship by the inspectors shall not relieve the
Contractor from his obligation to supply other material
and workmanship when so ordered by the Engineer.
GP - 1
If in the opinion of the Engineer it is undesirable to
1 replace any defective or damaged materials or to
reconstruct or correct any portion of the work injured or
not performed in accordance with the contract documents,
the compensation to be paid to the Contractor hereunder
shall be reduced by such amount as in the judgement of
the Engineer shall be equitable.
The Contractor expressly warrants that his work shall be
free from any defects in materials or workmanship and
agrees to correct any such defects which may appear
within one year following the final completion of the
work. Neither the acceptance of the completed work nor
payment therefore shall operate to release the Contractor
or his sureties from any obligations under or upon this
contract or the performance bond.
Material shall be stored so as to insure the preservation
of their quality and fitness for the work. Stored
materials shall be located so as to facilitate prompt
inspection.
All materials not conforming to the requirements of these
specifications shall be considered as defective. No
defective material, the detects of which have been
subsequently corrected, shall used until approval has
been given.
The apparent silence of specifications, plans, special
provisions and supplemental specifications as to any
detail or the apparent omission from them of a detailed
description concerning any point shall be regarded as
meaning that only the best general practice is to prevail
and that only material and workmanship of first quality
are to be used. All interpretations of these
specifications shall be made upon the basis above stated.
The Contractor shall give his constant personal attention
to the work while it is in progress or he shall place it
in charge of a competent and reliable English-speaking
superintendent, who shall have authority to act for the
Contractor and who shall be acceptable to the Engineer.
The Contractor shall, at all times, employ labor and
equipment which shall be sufficient to prosecute the
several classes of work to full completion in the manner
and time specified. All workmen must have sufficient
skill and experience to properly perform the work
assigned them. All workmen engaged on special or skilled
work shall have had sufficient experience in such work to
properly and satisfactorily perform it and operate the
equipment involved. Any person employed by the
Contractor whom the Engineer may deem incompetent or
unfit to perform the work shall be at once discharged,
and shall not be again employed.
GP - 2
The work under construction shall be kept clean, and as
the work approaches completion the Contractor shall
systematical and thoroughly clean and make any needed
repairs to all portions of the work under the contract.
he shall furnish at his own expense suitable tools and
labor for removing all work and cleaning out all dirt,
mortar and foreign substances. Any undue leakage of
water into or from any structure as to make the work fall
short of first-class work shall be promptly corrected by
the contractor at his own expense. Cleaning and repairs
shall be arranged, so far as practicable to be finished
upon completion of the construction work. Final
inspection of the work will be made upon completion of
cleaning and any necessary -repairs. The contractor at
his own expense shall furnish suitable provisions as to
needed drainage, workmen and appliances for such final
inspection. The Engineer will not prepare the final
estimate until after the final inspection is made.
GP -3
2. SPECIFICATIONS AND DRAWINGS
The specifications and drawings are intended to cover all
of the work that is known to be required to effect a
complete installation. They are intended to be mutually
explanatory of each other, but should any discrepancy or
inconsistency appear or any misunderstanding arise as to
the import of anything contained in either the
specifications or the drawings, the interpretation of the
doubtful portions will be made by the Engineer, whose
decision shall, in all cases, be final and binding on the
Contractor. Any materials or workmanship obviously
necessary to satisfactory completion shall be furnished
and installed whether or not specifically shown or
mentioned. Any correction or errors or omissions in the
specifications or drawings, or both, may be made by the
Engineer when such correction is necessary for the proper
fulfillment of their intention as determined by him.
Figures shall have preference over scale in reading
dimensions. Copies of the specifications and drawings
shall be kept constantly at the work.
If,the Contractor, in the course of the work, finds any
discrepancy between the plans and the physical conditions
of the locality, or any errors or omissions in the plans
or in the layout as given by the points and instructions
furnished by the Engineer, it shall be his duty to
immediately inform the Engineer, in writing and the
Engineer shall promptly verify the same. Any work done
after such discovery, until authorized, will be done at
the Contractor's risk.
In case, by inadvertence or otherwise, the plans or
specifications do not require some work or material
necessary for that purpose, the Contractor shall,
nevertheless, be required to provide the same so that the
work may be complete according to the true intent and
purposed of the plans and specification.
3. CONTROL OF WORK
In the performance of the work, the Contractor shall
abide by all orders, directions and requirements of the
Engineer and shall perform all work to the satisfaction
of the Engineer, and at such time and places, by such
methods and in such manner and sequence as he may
require. The Engineer shall determine the amount,
quality, acceptability and fitness of all parts of the
work, shall interpret the Plans, specifications, Contract
Documents and any Extra Work Orders, and shall decide all
other questions in connection with the work.
GP -4
The Contractor shall employ no plant, equipment,
materials, methods or men to which the Engineer objects,
and shall remove no plant materials, equipment or other
facilities from the site of the work without the
Engineer's permission. Upon request, the Engineer shall
confirm in writing any oral order, direction, requirement
or determination.
The enumeration herein or elsewhere in the Contract
Documents of particular instances in which the opinion,
judgement, discretion or determination of the Engineer
shall control or in which work shall be performed to his
satisfaction or subject to his approval of inspection,
shall not imply that only matters similar to those
enumerated shall be so governed and performed, but
without exception all the work shall be governed and so
performed.
Each and every provision of law and clause required by
law to be inserted in this Contract shall be deemed to be
inserted herein and the Contract 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 Contract shall forthwith
be physically amended to make such insertion.
The Contractor shall not sublet any part of the work
under this Contract., nor assign any monies, due him
hereunder, without first obtaining the written consent of
the Owner. This Contract shall inure to the benefit.of
and shall be binding upon the parties hereto and upon
their respective successors and assigns; but neither
party hereto shall assign or transfer his interest herein
in whole or in part without the consent of the other.
GP -5
The Contractor shall assume all responsibility for, and
shall take all precautions for preventing injury to work
Completed or in progress by other contractors in or about
the work; he shall cover and protect such work from
damage, and all injury to same before completion of this
Contract shall be made good by him. In the event that
this is not done immediately, the Engineer is hereby
authorized to deduct the amount of the same, as
determined, from the monthly and final payment.
The Contractor shall pay to the Owner all expenses,
losses and damages as determined by the Engineer incurred
by said Owner in consequence of any defect, omission or
mistake of the Contractor, his agents,. sub -contractors or
employees, or be responsible for the making good thereof,
and the Engineer is hereby authorized to deduct the same,
as determined, from the monthly and final payments.
If the work to be done under this Contract shall be
abandoned, or if the Contract of any claim thereunder
shall be assigned by the Contractor otherwise than as
herein specified, or if at any time the Engineer shall be
of the opinion, and shall so certify in writing to the
Owner, the conditions herein specified as to the rate of
progress are not fulfilled, or that the work or any part
thereof is unnecessarily or unreasonably delayed, or that
the Contractor has violated any provisions of this
Contract, the Owner may notify the Contractor to
discontinue all work, or any part thereof as the Owner
may designate, and the Owner may thereupon by contract or
otherwise as he may determine, complete the work or such
part thereof, and charge the entire expense of so
completing the work or part thereof to the Contractor;
and for such completion the Owner, for itself or its
contractors, may take possession of, and use or cause to
be used in the completion of the work or part thereof,
any of such materials, equipment., machinery, implements
and tools of every description as may be found upon the
site of said work.
All expenses incurred under the section shall be deducted
and paid by the Owner out of any money then due or to
become due the Contractor under this Contract, or any
part thereof; and in such accounting the Owner shall not
be held to obtain the lowest figures for the work of
completing the Contract or any part thereof, or for
insuring the proper completion, but all sums actually
paid therefor shall be charged to the contractor. In
case the expenses so charged are less than the.sum which
would have been payable under this Contract if the same
had been completed by the Contractor, the Contractor
shall be entitled to received the difference; and in case
such expenses shall exceed the said sum the Contractor
shall pay the excess amount to the Owner upon completion
of the work without further demand being made therefor.
GP -6
The Contractor shall comply at all times with the
provisions of the "Occupational Safety and Health
Standards for the Construction Industry" (29 CFR Part
1926), Subpart U: "Blasting and the Use of Explosives",
with amendments as of April 1, 1981.
The Contractor shall procure and pay for all permits and
licenses necessary for the execution of his work and the
use of such work when completed.
The Contractor shall observe all rules and regulations of
the State and Local Health Officials, and must take such
precautions as are necessary to avoid creating unsanitary
conditions.
When the use of explosives is necessary for the
prosecution of the work, the Contractor shall exercise
the utmost care not to endanger life or property. The
Contractor shall be responsible for any and all damage
resulting from the use of explosives.
All explosives shall be store in a secure manner, in
compliance with local laws and ordinances.
The contractor, prior to blasting shall submit to the
Owner the following:
1. Proof of Insurance
2. Seismograph Monitoring
Storage places shall be marked clearly "DANGEROUS-
E%PLOSIVES". Where no local.laws or ordinances apply,
storage shall be provided satisfactory to the Engineer
and in general not closer than 1,000 feet from the main
road.
The Contractor shall notify each public utility company,
having structures in proximity to the site of the work,
of his intention to use explosives and such notice shall
be given sufficiently in advance to enable the companies
to take such steps as they may deem necessary to protect
their property from injury. such notice shall not
relieve the Contractors of responsibility for any damage
resulting from his blasting operations.
The Contractor shall indemnify and save harmless the
Owner, its officers, and employees, from all suits,
actions, or claims of any character brought because of
any injuries or damage received or sustained by any
person, persons, or property on account of the operations
of the said Contractor; or on account of or in
consequence of any neglect in safeguarding the work; or
through use of unacceptable materials in constructing the
work; or because of any act or omission, neglect, or
misconduct of said Contractor; or because of any claims
or amounts recovered from any claims or amounts arising
or recovered under the "Workmen's' Compensation Act", or
any other law, ordinance, order, or decree.
GP -7
Until final acceptance of the work by the Engineer, as
evidence in writing, the Contractor shall have the charge
and care thereof and shall take every precaution against
injury or damage to any part thereof by the action of the
elements, or from any other cause, whether arising from
the execution or from the nonexecution of the work. The
Contractor shall rebuild, repair, restore, and make good
all injuries or damages to any portion of the work
occasioned by any of the above causes before final
acceptance and shall bear the expense thereof.
In Case of suspension of work from any cause whatever,
the Contractor shall be responsible for all materials,
and shall properly store them, if necessary, and shall
provide suitable drainage of the roadway and erect
necessary temporary structures at his expense.
The Contractor shall not, without consent from the proper
parties, enter or occupy with men, tools or materials,
any land outside of the rights of way or property of the
town.
The Owner shall not be precluded or stopped by any
measurement, estimate, or certificate made either before
or after the completion and acceptance of the work and
payment the reform from showing the true amount and
character of the work performed and materials furnished
by the Contractor, or from showing that any such
measurement, estimate or certificate is untrue or
incorrectly made, or that the work or materials do not
conform in fact to the Contract.The Owner shall not be
precluded or stopped, notwithstanding any such
measurement, estimate or certificate, and payment in
accordance therewith, from recovering from the Contractor
and sureties such damages as it may sustain by reason of
his failure to comply with the terms of the Contract.
Neither the acceptance by the Owner or by any
representative of the owner, nor any payment for nor
acceptance of the whole or any part of the work, nor any
extension of time, nor any possession taken by the Owner,.
shall operate as a waiver of any portion of the Contract
or of any power herein reserved, or any right to damage
herein provided. A waiver of any breach of the Contract
shall not be held to be a waiver of any other or
subsequent breach.
GP -8
4. Progress of Work
The Contractor shall commence the work as herein
contracted for within ten (10) days from the date of
written notice to proceed, or by mutual consent on a date
specifically stated in said written notice, and proceed
with due diligence and dispatch, so as to complete the
entire work under this Contract, together with complete
removal of plant within the time specified unless and
except as a part may be delayed under the provisions
herein.
If the Contractor shall be delayed in the completion of
his work by reason of unforeseeable causes beyond his
control and without his fault or negligence, including,
but not restricted to, acts of God or of the public
enemy, acts of neglect of the owner, acts of neglect of
any other contractor, fires, floods, epidemics,
quarantine restrictions, strikes, riots, civil commotions
or freight embargos, the period here in above specified
for completion of his work shall be extended by such time
as shall be fixed by the Owner.
No work requiring the presence of the Engineer or
inspectors shall be done between the hours of 6:00 P.M.
and 7:00 A.M., current time, nor on Sundays and legal
holidays, except as is necessary for the proper care of
an emergency, and then only with the permission of the
Engineer; provided that this clause, however, does not
operate in the case of a gang organized for regular
continuous night work.
During stormy or inclement weather no work shall be done,
except such as can be done satisfactorily and in a manner
to give first-class construction throughout.
If at any time the rate of progress is such that, in the
judgement of the Engineer, the work will not be completed
within the time specified, he may so notify the
Contractor who thereupon will proceed at once with such
additional force, machinery, equipment and methods as to
finish the work on time, but the failure of the Engineer
to give such notice shall not relieve the Contractor of
his obligation to complete the work at the time specified
in this Contract.
The Contract will be considered complete when all work
has been finished, the final inspection made by the
Engineer, and the project accepted by the Owner.
GP -9
5. Payments and Guarantee
The Engineer will, from time to time as the work
progresses but not more often than once a month, on such
days as he may fix, make an approximate estimate in
writing such as in his opinion shall be just and fair, of
the amount and value of the work done and materials
incorporated into the work since the commencement of the
contract by the Contractor in his performance of the
same.
The amount of any estimate, based upon the unit prices
contained in the proposal and including any allowance for
approved extra work less a fixed percentage retained and
less the total sum previously paid on former estimates
shall constitute the payment due and to be made to the
Contractor within a reasonable time after the date of
such estimate (except in case of Final Estimate). On all
estimates except the final, the fixed percentage retained
shall be five (5) percent, such retained amounts being
held until the final estimate.
No monthly estimate, except the one preceding the final
estimate, will be paid unless the net payment on same
exceeds five thousand and no/100 dollars ($5,000),
without special permission of the Owner.
Any estimate shall be subject to correction in any
succeeding estimate.
The final estimate will be prepared after the work has
been tested and approved by the Engineer as required
elsewhere herein and after acceptance has been given by
the Owner. The fixed percentage retained on the final
estimate for the guarantee period shall be three (3)
percent of the total value of the work done and materials
incorporated therein including any agreed compensation
for any authorized extra work.
Payment on the final estimate shall not be made prior to
the expiration of thirty-one (31) days from the date of
acceptance of the work by the Owner.
Release of the retained three (3) percent less whatever
expenditures that may have been necessary by the Owner
for repairs or replacements shall be made at the
expiration of one (1) year from the date of acceptance of
the work by the Owner. (Final Estimate)
All estimates, including the final, will be made for
actual quantities of work performed and materials in
place as determined by the measurements of the Engineer,
and this determination as to quantities involved in the
contract shall be accepted as final, conclusive, and
binding upon the Contractor. However, the Contractor may
check such measurements if he so desires.
GP -10
An increase or decrease in quantity for any item of the
proposal shall not be regarded as a sufficient ground for
an increase or decrease in the unit price.
For computation of the quantities to be paid for under
the various items of this contract, it is agreed that the
plainmeter shall be considered an instrument of precision
and quantities computed from areas obtained by its use
shall be accepted by all parties hereto as accurate.
If the Contractor is of the opinion that any work ordered
to be done as contract work by the Engineer violates the
provisions of the contract, the Contractor shall promptly
notify the Owner in writing of his contentions with
respect thereto, and the Owner shall.make a finding
thereon; the work shall in the meantime, be progressed by
the Contractor as required and ordered. During the
progress of such disputed work the Contractor and
Engineer shall keep daily records of all labor, material
and equipment used in connection with such work and the
cost thereof.
If the owner determines that the work in question is
contract work, and not extra work, or that the order
complained of is proper, he shall direct the Contractor
to proceed and the Contractor must promptly comply. The
Contractor's right to file a claim for extra compensation
or damages will be affected in any way in complying with
the above directions of the Owner, provided the
Contractor shall furnish the Engineer with the signed
records above referred to.
If the Owner determines that such work is extra work, not
contract work, or that the order complained of is not
proper, then the Owner shall have prepared, if necessary,
a supplemental agreement covering such work, and the
supplemental agreement shall be submitted to the
Contractor for execution.
At any time during the progress of the work, the Owner
may alter the plans or omit any portion of the work and
shall make allowanced for additions and deductions as
hereinafter provided, without constituting grounds for
any claim by the Contractor for damages or for loss of
anticipated profits or for any variations between the
approximate quantities and the quantities of the work as
done.
GP -11
No instructions, either written or verbal, shall be
construed as an order for changes unless it be in the
form of a supplemental agreement bearing the signed
approval of the Owner and the signed acceptance of the
Contractor, and such supplemental agreement shall not be
effective until it has first been approved by the Town
Board. The supplemental agreement shall describe the
nature of the work to be performed and the variations of
quantities shown by the alterations, increases or
decreases, additions or omissions from the plans and
specifications and an estimate of cost of any extra work.
When a supplemental agreement provides for similar items
of work or materials which increase or decrease the
itemized quantity provided for in the contract, the price
to be paid therefor shall not exceed the unit bid price
in the proposal for such items.
Agreed prices for new items of work or materials may be
incorporated in a supplemental agreement, and these
prices will be used in computing the final estimate.
Agreed prices must be used in computing the final
estimate and supported by a complete price analysis on
the supplemental agreement.
Where there are no applicable unit prices for extra work
ordered pursuant to this specification and agreed prices
cannot be readily substantiated, the Contractor shall be
paid the actual and reasonable cost of:
1. Necessary materials (including transportation to the
site); plus
2. Necessary direct labor including payroll insurance;
plus
3. Payments required to be made to labor organizations
under existing labor agreements; plus
4. Sales taxes, if any, required to be paid on materials
incorporated into the work under the supplemental
agreement; plus
5. Equipment and plant rentals, other than small tools
as follows:
The base hourly rate shall be the daily rate as
listed in the current "rent rate for construction
equipment" prepared by the "Associated Equipment
Distributors" divided by eight (8).
The first 20 hours will be paid at 90% of the above
base hourly rate.
For 21 to 50 hours, the rate will be 80% of the above
base hourly rate.
GP -12
The number of hours to be paid for shall be the
number of hours that the equipment or plant is
actually used on the specifically described and be of
suitable size and suitable capacity required for the
work to be performed. In the event that Contractor
elects to use equipment of a higher rental value than
that suitable for the work, payment will be made at
the rate applicable to the suitable equipment. The
equipment actually used and the suitable equipment
paid for will be recorded as part of the record for
force account work. The Engineer shall determine the
suitability of the equipment. If there is a
difference in the rate of pay for the operator will
likewise be that for the suitable equipment.
In the event that a rate is not established in the
"Associated Equipment Distributors Rent Rate" for a
particular piece of equipment or plant, the owner
shall establish a rate for that piece of equipment or
plant that is consistent with its cost and use.
It is mutually understood that the base daily rates
include all costs incidental to equipment and plant
rentals including cost of moving to and from the
site; plus
6. Fifteen percent (150) of the total of material and
direct labor only as compensation for profit and
overhead.
If any of the work is performed by a subcontractor,
the Contractor shall be paid the actual and
reasonable cost of such subcontracted work computed
as outlined above, plus an additional allowance of
five percent (50) of materials and direct labor to
cover the Contractor's profit, superintendence,
administration, insurance and other overhead. The
cost of transportation of materials shall be excluded
when computing the above described charges for profit
and overhead.
Overhead may be defined to include the following
items:
a. Premium on bond;
b. Premium on insurance required by the owner other
than Workmen's Compensation Insurance, public
liability and property damages insurance,
unemployment insurance, Federal old -age benefits,
other payroll taxes and such reasonable charges
that are paid by the Contractor pursuant to
written agreement with his employee;
GP --13
c. All salary and expenses of executive officers,
i supervising officers and supervising employees;
d. All clerical or stenographic employees;
e. All charges for minor equipment, such as small
tools, including shovels, picks, axes, saws,
bars, etc. and other miscellaneous supplies and
services.
f. All drafting room accessories such as paper,
tracing cloth, blue printing etc.
Payment for force account work will be made on the basis of
the following reports:
1. The Contractor will deliver to the Engineer -in -Charge
a daily summary of force account work done on the
contract. This daily summary will be delivered to
the Engineer -in -Charge not later than closing time on
the day following that for which the work is
reported.
2. Summary shall contain.
a. A list of materials used indicating the amount
and nature of each material. The cost (if known)
should also be included. This must be later
documentated by proper receipts.
b. A list of equipment used indicating the number of
hours used and the kind, type and size of
equipment.
C. A list of personnel by name, including the hours
and rate at which they were used on. the force
account work.
d. A statement of the work accomplished by force
account for that day.
e. This summary will be dated and signed by the
Contractor's authorized representative and the
Engineer -in -Charge.
f. The contract number and other identification as
well as the name of the Contractor shall appear
on the statement..
g. The Engineer -in -Charge will make any notations,
remarks or comments on this form that may assist
in final payment.
GP -14
The Contractor guarantees that the work done under this
contract and the materials furnished by him and used in.
t the construction of the same are free from defects or
flaws, and the guarantee is for a term of one (1) year
from and after the date of acceptance of the work by the
Owner. It is hereby, however, agreed and understood that
this guarantee shall not include any repairs made
necessary by any cause other than defective materials
furnished by or defective work done by the Contractor.
The Contractor shall and will at his own cost promptly
upon notification from the Engineer so to do, make good
any and all defects, leakages, settlements, shrinkage and
other faults in his work, or that of any subcontractor
employed by him hereunder, which may occur or appear
during the progress of the work or within the guarantee
period here in before mentioned. If within ten (10) days
after the delivery or mailing of notice in writing to the
Contractor, or his agents, of the occurrence or
appearance of any such fault in the work, the Contractor
does not remedy the same, the Owner may remedy the same
or cause it to be remedied; in case of any emergency
where, in the opinion of the Engineer, delay might cause
serious loss or damage, the Owner may remedy such defect
or cause the same to be remedied without previous notice.
The cost of any defect so remedied or caused to be
remedied by said Owner shall be borne solely by the
Contractor, and any sum expended, or any expenses so
incurred by the Owner shall be deducted from any money
then due or thereafter growing due from the Owner to the
Contractor.
6. No Collusion or Fraud
The Contractor hereby agrees that the only person or
persons interested as principal or principals in the bid
or proposal submitted by the Contractor for this contract
are named therein, and that no person other than those
mentioned therein has'any interest in the above-mentioned
proposal, or in the securing of the award, and that this
contract has been secured without any connection with any
person or persons other than those named, and that the
proposal is in all respects fair and was prepared and the
contract was secured without collusion or fraud and that
neither any officer nor employee of the District has or
shall have a financial interest in the performance of the
Contract or in the supplies, work or business to which it
relates, or in any portion of the profits thereof.
GP -15
7. special Requirements of the Department of Labor
The Contractor and Subcontractors, if any there by, shall
keep the following informative records on the site of
this public works project:
a. Record of hours worked by each workman, laborer and
mechanic on each day.
b. Record of hours worked by each workman, laborer and
mechanic.
c. Schedule of occupation or occupations at which each
workman, laborer, and mechanic on the project is
employed during each work day and week.
d. Schedule of hourly wage rates paid to each workman,
laborer, and mechanic for each occupation.
e. Schedule of hours that each piece of major equipment
is being actually operated each day. .
f. Preference in employment shall be shown to citizens
of the State of New York who have been residents for
at least six consecutive months immediately prior to
the commencement of 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,
and each Contractor and Subcontractor shall keep a
list of his employees, stating whether they are
citizens 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.
Payment of wages earned by employees upon public
works shall be as covered by Section 220 and 220-D of
the Labor Law.
g. 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.
GP -16
h. 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
wages and supplements to be paid to all laborers,
workmen and mechanics employed on public work
projects. The amount for supplements listed on the
enclosed schedule 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.
8. Compliance with General Municipal Law
Pursuant to.section 103-a of the General Municipal Law,
upon the refusal of a person to testify concerning any
transaction or contract had with the State, any political
subdivision thereof, a public authority or with any
public department, agency or official of the State, or of
any political subdivision thereof or of a public
authority, to sign a waiver of immunity against
subsequent criminal prosecution or to answer any relevant
question concerning such transaction or contract.
a. Such person, and any firm, partnership or corporation
of which he is a member, partner, director or officer
shall be disqualified from thereafter selling to or
submitting bids to or receiving awards from or
entering into any contract with any municipal
corporation or any public department, agency or
official thereof, for goods, work or services for a
period of five (5) years after such refusal; and
b. Any and all contracts made by such person, and by any
firm, partnership, or corporation of which he is a
member, partner, director or officer may be cancelled
or terminated by the District without incurring any
penalty or damages on account of such cancellation or
termination, but any monies owing for goods delivered
or work done prior to the cancellation or termination
shall be paid.
GP -17
9. Engineer Not Responsible
The undertaking of periodic inspections by the Engineer
shall not be construed as supervision of actual
construction nor make him responsible for providing a
safe place for the performance of work by contractors or
contractors employees or those of suppliers or
subcontractors or for access, visits, use, work, travel,
or occupancy by any person.
Approval by the architects and/or engineers of shop
drawings for any material, apparatus, devices, and
layouts shall not relieve this contractor from the
responsibility of furnishing same of proper dimension,
size, quality, quantity, and all performance
characteristics to efficiently perform the requirements
and intent of the contract documents. Such approval
shall not relieve this Contractor from responsibility for
errors of any sort on the shop drawings. If the shop
drawings deviate from the contract documents, this
Contractor shall advise the architects and/or engineers
of the deviations in writing accompanying the shop
drawings, including the reasons for the deviations.
10. Guaranty Bonds
Upon execution of the Contract, the Contractor will
furnish a surety bond equal to one hundred percent of the
amount of the contract, conditioned for the faithful
performance of all terms, connivances and conditions of
same, with a surety company authorized to do business in
the State of New York, as surety. The bond shall be
maintained in full force for a period of twelve months
after date of final certificate as a guarantee that the
Contractor will make good any faults or defects in the
work arising from improper or defective workmanship or
materials which may appear during that period.
Pursuant to the provisions of Section 137 of the state
Finance Law, a separate bond guaranteeing prompt payment
of moneys due to all persons supplying the Contractor or
a sub -contractor with labor and materials employed and
used in carrying out the contract shall be executed and
delivered to the Town Clerk. The amount of such bond
shall be 100% of the amount of the contract price.
In addition all sub -contractors shall also be required to
furnish surety and material bonds unless the Town Board
should determine by resolution that the same be waived.
GP -18
11. Minimum Wage Rate
In compliance with Section 220 of the Labor Law of the
State of New York as amended by Chapter 750 of the Laws
of 1956, a schedule of hourly minimum rates of wages,
including supplements for welfare, pension, vacation, and
other benefits will be issued in an addendum and shall
apply to this contract. If the amount of supplements
provided by the employer is less than the total
supplements shown on the wage schedule, the difference
shall be paid in cash to employees, The law states that
supplements to be provided to laborers, workmen, and
mechanics upon public works "shall be in accordance with
the prevailing practices of the locality". The
supplements listed on the schedule do 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 Contractor shall provide
statutory benefits for disability benefits, Workmen's
Compensation, Unemployment Insurance, and Social
Security.
The fact that there is no minimum wage rate hereinafter
stated for .some classification or classifications found
to be necessary on the project will in no way affect the
obligation of the Contractor or his compensation
therefor.
The Contractor, and each sub -contractor, if any, shall
post in a prominent and accessible place on the site of
the work a legible statement of all wage rates and
supplements as specified to be paid or provide for the
various classes of mechanics, workmen, or laborers
employed on the work.
The Contractor at the conclusion of the Contract shall
submit a release indicating that all sub -contractors, if
any, and suppliers have been paid.
GP -19
LABOR STANDARDS
Contractor Provisions
(FEDERAL WATER POLLUTION CONTROL ACT)
1. The schedule contained in the Wage Determination decision
of the Secretary of Labor which is made part of these
specifications furnishes the minimum hourly rates of
wages required to be paid to the various laborers and
mechanics employed directly upon the site of the work
embraced by this specification, these rates havincj been
determined by the Secretary of Labor to the prevailing
local wage rates for the corresponding classes of
laborers and mechanics employed on project of a character
similar to the contract work as determinant in accordance
with Public Law 403 of the Wage Rates contained in this
decision are straight hourly wage rates. In some areas,
management and labor organizations in the construction
industry have collectively bargained for health and
welfare fund contributions. Such contributions are not
included in wage rates determined by the Secretary of
Labor for construction projects unless so specified in
the determination.
2. No classifications of laborers or mechanics may be
employed except those designated in the schedule above
mentioned. In the event that wage rates are desired for
classifications not requested or classifications
requested but not furnished, application or reapplication
for such classifications and rates shall be made to the
Surgeon General for transmission to the Secretary of
Labor.
3. While the wage rates shown are the minimum rates required
by these specifications to be paid during the life of the
contract, this is not a representation that labor can be
obtained at these rates. It is the responsibility of
bidders to inform themselves as to local labor conditions
and prospective changes or adjustments of wage rates. No
increase in the contract price shall be allowed or
authorized on account of the payment of wage rates in
excess of those listed herein.
4. All mechanics and laborers employed or working upon the
site of the work will be paid unconditionally and not
less often than once a week and without subsequent
deduction or rebate on any account (except such payroll
deductions as are permitted by the Anti -Kickback
Regulations (29 C.F.R., Part 3), the full amounts due at
time of payment computed at wage rates not less than
those contained in the Wage Determination decision of the
Secretary of Labor which is attached hereto and made a
part hereof, regardless of any contractual relationship
which may be alleged to exist between the Contractor or
subcontractor and such laborers and mechanics; and the
Wage Determination decision shall be posted by the
Contractor at the site of the work in a prominent place
where it can bed easily seen by the workers.
GP -20
5. The Owner, or his representative, may withhold or cause
to be withheld from the Contractor so much of the accrued
payments or advances as may be considered necessary to
pay laborers and mechanics employed by the Contractor or
any subcontractor on the work the full amount of wages
required by the contract. in the event of failure to pay
any laborer or mechanic employed or working on the site
of the work all or part of the wages required by the
contract, the Owner or his representative may, after
written notice to the Contractor, take such action as may
be necessary to cause the suspension of any further
payment advance; or guarantee of funds until such
violations have ceased.
6. Payroll records will be maintained during the course of
the work and preserved for a period of 3 years thereafter
for all laborers and mechanics working at the site of the
work. Such records will contain the name and address of
each such employee, his correct classification, rate of
pay, daily and weekly number of hours worked, deductions
made and actual wages paid. The Contractor will make his
employment records available for inspection by authorized
representatives of the Surgeon General, and will permit
such representatives to interview employees during
working hours on the job.
The Contractor will, in addition, submit weekly a
certified copy of all payrolls to the Owner, or his
representative. Such copies shall be retained, in
accordance with instructions, by the Owner for a period
of 3 years from the date of completion of the contract,
and shall be available for inspection by authorized
representatives of the Surgeon General. The
certification will affirm that the payrolls are correct
and complete, that the wage rates contained therein are
not less than those determined by the Secretary of Labor
and the classifications set forth for each laborer or
mechanic conform with the work he performs.
7. Apprentices will be permitted to work only under a
bonafide apprenticeship program registered with a State
Apprenticeship Council which is recognized by the Federal
Committee on Apprenticeship, U.S. Department of Labor.; or
if no such recognized Council exists in a Sate, under a
program registered with the Bureau of Apprenticeship,
U.S. Department of Labor.
GP -21
8. The Contractor will comply with the regulations of the
Secretary of Labor made pursuant to the Anti -Kickback Act
of June 13, 1934, 48 Stat 948, 62 Stat 740; 63 Stat 108;
18 U.S.C. 8741 40 U.S.C. 276b, c, and any amendments or
modifications thereof, will cause appropriate provisions
to be inserted in subcontracts to insure compliance
therewith by all subcontractors subject thereto, and will
be responsible for the submission of statements required
of subcontractors thereunder, except as the Secretary of
Labor may specifically provide for reasonable
limitations, variations, tolerance and exemptions form
the requirements thereof. In lieu of mailing statements
required by Sections 3.3 and 3.4 of the Kickback
Regulations to the Federal Agency furnishing financial
aid onto his project, the Contractor shall submit all
such statements promptly, as specified to the Owner or to
a representative designated by the Owner. The Owner, or
his representative, shall check the completeness of such
statements and their compliance with forms prescribed.in
the Kickback Regulations. Such statements shall be
preserved for a period of 3 years from the date of
completion of the contract and shall be available for
inspection by authorized representatives of the Secretary
of'Labor and the Surgeon General of the Public Health
Service.
9. The Contractor will insert in each of his subcontracts
the provisions set forth in stipulations 2, 4, 5, 6, 7,
8, and 10 hereof, and such other stipulations as the
Surgeon General of the Public Health Service may be
appropriate instructions require.
10. A breach of -stipulations 2 and 4 through 9 may be grounds
for termination of the contract. If the Contractor fails
to correct any such breach to the satisfaction of the
Surgeon General of the Public Health Service within 10
days after the Owner's demand for such correction, then
the Owner may, by written notice to the Contractor,
terminate his right to proceed with the work or such part
of the work as to which there has been a breach of the
aforesaid stipulations and prosecute the work to
completion by contract or otherwise, and the Contractor
and his Sureties shall be liable to the Owner for any
excess cost occasioned the Owner thereby.
GP -22
ANTI - KICKBACK PROVISIONS
1. The Anti -Kickback Regulations issued by the Secretary of
Labor (29 C.F.R., Part 3) are applicable to this
contract. The Contractor will comply with these
regulations incorporated herein by reference and any
amendments of modifications -thereof, will cause
appropriate provisions to be inserted in subcontracts to
insure compliance therewith'by all Subcontractors subject
thereto, and will be responsible for the submission of
statements required of subcontractors there under, except
as the Secretary of Labor may specifically provide for
reasonable limitations, variations, tolerances and
exemptions from the requirements thereof. In lieu of
mailing statements required by Sections 3.3 and 3.4 of
the Anti --Kickback Regulations to the Federal agency
furnishing financial and on this project, the Contractor.
shall submit all such statements promptly as specified,
to the Owner or to a representative designated by the
Owner.
2. The Owner, or his representative, any withhold or cause
to be withheld from the Contractor so much of the accrued
payments or advances as may be considered necessary to
pay laborers and mechanics by the Contractor or any
Subcontractor on the work (except for such deductions as
are permitted by the Anti -Kickback Regulations (29
C.F.R., Part 3), the full amount of wages to which they
are entitled under their contracts of employment. In the
event of failure to pay any laborer or mechanic employed
or working on the site of the work all or part of the
wages to which he is entitled under his contract of
employment, the owner, or his representative, may, after
written notice to the Contractor, take such action as may
be necessary to cause the suspension of.any further
payment, advance, or guarantee of funds until such
violations have ceased..
3. Payroll records shall contain the information' and be
preserved as required by Section 3.4(b) of the
Regulations. The Contractor will make his employment
records available for inspection by authorized
representatives of the State Water Pollution Control
Agency, the Secretary of Labor, and the Surgeon General,
and will permit such representatives to interview
employees during working hours on the job.
4. The Contractor will insert in each of his subcontracts
the provisions set fourth in the foregoing clauses
hereof, and such other stipulations as the Surgeon
General may require by appropriate instructions.
5. A breach of stipulations (1) through (4) may be grounds
for termination of the contract.
GP -23
"ANTI -KICKBACK" ACT, COPELAND ACT
TITLE 18, U.S.C.
874. Kickbacks from public works employees. "Whoever, by
force, intimidation, or threat or procuring dismissal
from employment, or by any other manner whatsoever
induces any person employed in the construction,
prosecution, completion or repair of any public
building, public work, or building or work financed in
whole or in part by loans or grants from the United
States, to give up any part of the compensation to
which he is entitled under his contract of employment,
shall be fined not more than $5,000 or imprisoned not
more than five years, or both".
TITLE 40 U.S.C. (AS AMENDED)
2760. same; regulations governing contractors and
subcontractors. "The Secretary of Labor shall make
reasonable regulations for contractors and
subcontractors engaged in the construction prosecution,
completion or repair of public buildings, public works
or buildings or works financed in whole or in part by
loans or grants from the United States, including a
provision that each contractor and subcontractor shall
furnish weekly a statement with respect to the wages
paid each employee during the preceding week. Section
1001 of Title 18 shall apply to such statements."
Reorganization Plan No. 14 of 1950 (15 F.R. 3176, 64
Stat 1267, 5 U.S.C. 133.2 note). "In order to assure
coordination of administration and consistency of
enforcement of the labor standards provision of each of
the (foregoing and other enumerated) Acts by the
Federal agencies responsible for the administration
thereof, the Secretary of Labor shall prescribe
appropriate standards, regulations, and procedures,
which shall be observed by these agencies, and cause to
be made by the Department of Labor such investigations,
with respect to compliance with the enforcement of such
labor standards, as he deems desirable.
GP -24
CONTRACT WORK HOURS STANDARDS ACT
OVERTIME COMPENSATION
(b) Violations: liability for unpaid wages; liquidated
damages. In the event of any violation of the clauses
set forth in paragraph (a), the contractor and any
subcontractor responsible therefor shall be liable to
any affected employee for his unpaid wages. In
addition, such contractor -or subcontractor shall be
liable to the United States (in the case of work done
under contract for the District of Columbia or a
territory, to such District or to such territory), for
liquidated damages. Such liquidated damages shall be
computed, with respect to each individual laborer or
mechanic employed in violation of the clause (a), in
the sum of $10 for each calendar day on which such
employee was required or permitted to work in excess of
8 hours or in excess of 40 hours in a work week without
payment of the overtime wages required by the clause
(a)
(c) Withholding for unpaid wages and liquidation damages.
The Federal agency for which the contract work is done
or by which financial assistance for the work is
provided may withhold, or cause to be withheld, form
any moneys payable on account of work performed by the
contractor or subcontractor, the full amount of ages
required by the contract and such sums as may
administratively be determined to be necessary to
satisfy any liabilities of such contractor or
subcontractor for liquidated damages as provided in
clause (b).
GP - 25
GENERAL SPECIFICATIONS
Sect. GS -1 SUBDIVISION OF SPECIFICATIONS. The
specifications for Contract 1 are divided into
two major subdivisions:
a. General specifications - which cover the general
requirements for all work under the Contract.
b. Contract Items - for each of the Contract -which
cover the specific provisions for work and
materials under each Contract, modify and
complement the General Specifications, provide
specific requirement for particular items, and
define measurements and the methods of payments.
The Contract Items will always govern where there
appears to be a lack of agreement between the
General Specifications and Contract Items.
Sect. GS -2 COMPLYING WITH GENERAL SPECIFICATIONS. The terms
of the General Specifications are applicable to
all of the work under the Contract and shall be
complied with by the Contractor, unless specific
exceptions are provided in the Contract Items.
Unless otherwise expressly stated in the Contract
Items, compensation for complying with the
requirements of the General Specifications is
deemed to be included in the prices bid. and
stipulated for the various items in the Proposal.
Sect. GS --3 STANDARDS. Wherever reference is made in the
Contract Documents to the standards of any
technical society.or other recognized
organization; these shall be construed to mean
the latest standard adopted and published at the
date of advertisement for bids.
GS -1
The following abbreviations are used throughout
the specifications to refer to organizations
publishing specifications that are widely
accepted as standards:
AASHO. American Association of State Highway officials
ACI American Concrete Institute
AHDGA American Hot Dip Galvanizing Association
AIEE American Institute of Electrical Engineers
AISC American Institute of Steel Construction
AISI American Iron and Steel Institute
ASA American Standards Association
ASCE American Society of Civil Engineers
ASME American Society of Mechanical Engineers
ASTM American Society for Testing Materials
AWPA American Wood -Preservers' Association
AWS American Welding Society
AWWA American Water Works Association
IPCEA Insulated Power Cable Engineers Association
NEC National Electric Code
NEMA National Electrical Manufacturers Association
SSPC Steel Structures Painting Council
Sect. GS -4 LINES AND GRADES. All work shall be constructed
according to the lines and grades shown and
approved. The Engineer will lay out and mark
upon the ground a base line and a bench mark,
from which the Contractor shall be responsible
for staking out the construction lines.
The Contractor shall furnish all stakes; markers,
and other materials, and shall furnish any
assistance that the Engineer may require in
laying out the base line and establishing the
bench mark. Whenever the Engineer finds it
necessary to carry on his operation on Sundays,
legal holidays, or at other times when the work
of the Contractor is not in progress, the
Contractor shall furnish all necessary service
and assistance. He shall not proceed until he
has received from the Engineer such points and
instructions as may be necessary for the progress
of the work. Any work improperly done without
lines or levels or instructions shall be removed
and replaced by the Contractor at his own
expense.
No direct payment will be made for the cost to
the Contractor of any of the work or delay,
occasioned by giving lines and grades,
compensation therefore being considered as having
been included in the prices bid and stipulated.
GS -2
Sect. GS -5 CONSTRUCTION PHOTOGRAPHS. The Contractor shall
furnish a series of construction photographs, to
show the progress of the work. Photographs shall
be taken at such times and at such locations as
may be determined by the Engineer. One print of
each picture taken during the month shall be
submitted to the Engineer at the time of the
monthly estimate for progress payment. Prints
for submission shall not be less than 3 1/2 in.
by 5 in. in size, properly identified by text and
dates on the reserve side. Negatives of all
photographs, including identifications, shall be
furnished to the Engineer.
Sect. GS -6 DRAWINGS AND SPECIFICATIONS FURNISHED TO CONTRACTOR.
The Contractor will be furnished with three white
prints on paper, of each of the numbered drawings and
a title sheet, and three sets of specifications.
Additional prints and specifications will be furnished
to the Contractor upon application, at cost of
reproduction.
Where a revision of a drawing becomes necessary, three
copies of only the revised drawing will be furnished
to the Contractor for inclusion with the previously
issued drawings.
Supplementary drawings will be issued by the Engineer
to the Contractor from time to time, where the
Contract Drawings require supplementing, to explain
the work more fully or to show changes which have been
ordered by the Town. Three white prints on paper, of
each supplementary drawing will be furnished to the
Contractor. These supplementary drawings shall have
the same force and effect as any other Contract
Document.
The Contractor is required to check all dimensions and
quantities on the drawings or schedules given to him
by the Engineer, and shall notify the Engineer of all
errors therein which he may discover by such
examination and checking. The Contractor will not be
allowed any extra payment for work he alleges to be
due to any error or omission in these specifications,
nor in the drawings or schedules, as full directions
will be furnished by the Engineer -should such error or
omission be discovered, and the Contractor shall carry
out such instructions as if originally specified.
GS -3
Sect. GS -7 WORKING DRAWINGS AND PRINTED MATTER
FURNISHED BY THE CONTRACTOR.
The Contractor shall submit for approval, working
drawings and descriptions of all material and
equipment which he is to furnish, such as steel
reinforcement, structural details, layout and support
of pipe, sheeting and bracing, wiring and details of
.supporting and relocating utilities or other adjacent
structures, if he intends to deviate from the details.
shown or if the details are not shown. The
Contractor, on approval from the Engineer, may submit
manufacturer's literature as a substitute for, or
supplement to, the working drawings. The minimum size
for any submission shall be 8 1/2 in. by 11 in. All
drawings and printed matter submitted shall clearly
indicate the section of the Contract Items to which
they correspond (i.e. Sect. 2.2).
Drawings or printed matter shall give all dimensions
and sizes to enable the Engineer to pass on the
suitability of the material or layout for the purpose
intended. The working drawings shall, where needed
for clarity, include outline and sectional views, and
detailed working dimensions and designations of the
kind of materials and the kinds of machine work and
finishes required. Drawings for submission shall be
coordinated by the Contractor with the drawings
heretofore approved, and with the design and function
of any equipment or structure.
Materials shall not be purchased or fabricated for
equipment or structures until the Engineer has
reviewed the working drawings, which shall represent
all materials and work involved in the construction.
No materials or equipment shall be delivered to the
site until the working drawings have been approved,
unless written acceptance is obtained from the
Engineer in order to expedite the project.
Work shall not be done upon any part of a structure in
which the design of construction is dependent upon the
desing of equipment or other features, for which
approval is required, until such approval has been
received from the Engineer.
Four copies of drawings and printed matter shall be
submitted to the Engineer for review. Upon approval
by the Engineer, the Contractor shall furnish the
Engineer with four white prints on paper of each
approved drawing , and four copies of approved
manufacturer's printed literature. Only drawings
which have been checked and corrected by the material
fabricator shall be submitted. The Contractor shall
be responsible for the prompt submission of all
working drawings, so that there shall be no delay in
the work due to the absence of such drawings.
GS -4
After a working drawing has been reviewed by the
Engineer and returned to the Contractor marked
"approved as noted", the Contractor shall make only
the corrections indicated by the Engineer. He shall
not change or alter, in any way, the information or
data acceptable to the Engineer on any drawings. Any
approval by the Engineer of such working drawings,
manufacturer's literature, or other data relative to
the work or material to be furnished for the Contract
shall not be construed as in any way relieving the
Contractor from his full responsibilities under the
terms of the Contractor from his full responsibilities
under the terms of the Contract, but shall be
interpreted only to mean that an examination of the
exhibits has been made, that no variation from the
Contract requirements has been discovered and that no
criticism is offered.
Sect. GS -8 PERMITS. The Contractor shall obtain and pay for all
permits required for the execution of the work under
the Contract. He shall pay all charges and expenses
and shall furnish all bonds and insurance stipulated
in the permits, and shall identify and save harmless
the Town from all claims for damage and any actions
that may arise thereafter.
Sect. GS -9 LAND FOR THE CONTRACTOR'S USE. Land and easements for
the purpose of this Contract will be provided by the
Town. If the Contractor desires the temporary use,
during construction of land or lands to which he Town
has no rights, he shall secure written permission form
the owners and shall file a duplicate copy of such
permission with the Engineer.. Land shall not be used
or occupied by the Contractor prior to the securing of
permission. The Contractor shall at all times save
harmless the Town from actions by third parties by
reasons of any acts or omissions by the Contractor.
Before the final acceptance of the work, and as a
prerequisite to the release of the semifinal payment,
the Contract shall secure a written release from the
authorities having jurisdiction over the lands
occupied by him certifying to the satisfactory
restoration of all pavements and other surfaces. The
Contractor shall also secure a written release from
the authorities having jurisdiction over the utility
structures that were removed or that were safeguarded
during the course of the work.
GS -5
The Contractor shall confine his materials and their
storage, and the operations of his workmen to limits
indicated by laws, ordinances, permits, or directions
of the Engineer, and will not unreasonably encumber
the premises with such materials, but shall store them
in orderly fashion so that they will not load or
permit any part of the work to be loaded with a weight
that will endanger its safety or unduly affect the
structure or any part thereof. The Contractor shall
enforce the instructions of the Engineer regarding
signs, advertisements, fires, and smoking.
Sect. GS -10 SAFEGUARDING PROPERTY. The Contractor shall protect
trees, shrubs, and grassed areas on the lands of the
Town and on adjacent lands, from being cut, trimmed,
or injured, unless specifically.ordered otherwise for
clearing the site. Any damage to trees, shrubs.or
grassed ares shall be made good by the Contractor, at
his own expense, to the satisfaction of the owners
thereof.
Whenany monument, whether of stone or concrete or a
mark on the pavement, designating the lines of the
streets or highways or of private property, is in the
line of any construction work and has to be removed,
the Contractor shall notify the Engineer in writing at
least 24 hours in advance. Under no circumstances
shall such monument be removed or disturbed by the
Contractor or by any of his men without a written
order from the Engineer. The Contractor shall furnish
the necessary labor which may be required in resetting
any monument, under the direct supervision of the
Engineer. Should any monument be destroyed through
accident of neglect, the Contractor shall be required,
at his own expense, to employ a surveyor acceptable to
the Engineer, to reestablish the monument.
GS -6
Sect. GS -11 SAFETY PRECAUTIONS. To the extent required by law,
public authority, or local conditions, the Contractor
shall adequately protect traffic and adjacent
property, and shall provide and maintain all
passageways, guard fences, lights, and other
facilities for protection. The Contractor shall at
all times have, as directed or approved, a sufficient
number of watchmen to protect the property of the Town
to exclude unauthorized persons from the work, and to
protect traffic where his vehicles enter or leave the
public highways.
If at any time, in the opinion of the Engineer, the
work is not properly lighted, barricaded, and in all
respects safe in respect to public travel, persons on
or about the work, on public or private property, the
Engineer shall have the right to order such safeguards
to be erected and such precautions to be taken as he
deems necessary and the Contractor shall Comply with
such orders. If, under such circumstances, the
Contractor does not or cannot immediately put the same
into proper and approved condition or if the
Contractor or his representative is not upon the site
so that the can be immediately notified of the
insufficiency of safety precautions, then the Engineer
may put the work into such a condition that it shall
be, in his opinion, in all respects safe, and the
Contractor shall pay all expenses of such labor and
materials as may have been used for this purpose by
him or by the Engineer. Such action of the Engineer,
or his failure to take such actions, shall in no way
relieve the. Contractor of the entire responsibility
for any cost, loss, or damage by any party sustained
on account of the insufficiently of the safety
precautions taken by him or by the Engineer acting
under authority of this section.
F��]
Sect. GS -12 REPLACING, RELOCATING, AND PROTECTING EXISTING
STRUCTURES.
The location of existing surface and subsurface
structures as shown, are based on the best information
obtainable, but the Town does not guarantee the
accuracy of the data. The Contractor shall be held
responsible for checking this data himself as to
actual locations and interferences.
Before beginning any excavation, the Contractor shall
give at least 48 hours written notice of his intention
to do so to any companies and parties that have any
pipes, conduits, poles, or other structures which may
be affected by such excavations. The Contractor shall
make such arrangements for properly securing and
protecting such pipes or structures during the
progress and until the completion of the work as shall
be satisfactory to the owners thereof, or shall permit
and facilitate repairs and changes by the Owners.
Satisfactory evidence of such arrangements shall be
filed with the Engineer, if required, before the work
begins.
During construction, the Contractor shall take every
precaution including hand digging where necessary, to
avoid any movement of earth or rock that would damage
or endanger existing surface or subsurface structures.
The Contractor shall satisfactorily shore, support,
and protect any and all pipes, conduits, and
structures affected by his work, and shall be
responsible for any damage resulting thereto. Any
service or utility broken or damaged by the
Contractor, unless ordered removed, shall be replaced,
repaired, or restored to the satisfaction of the Town
at the expense of the Contractor.
All existing pipes and structures shall be maintained
in service by the Contractor or if approved, relaid at
a more suitable elevation or location, and the cost of
the work shall be borne by the Contractor.
In all cases where temporary pipes must be installed
or where sewage, water, or drainage must be pumped or
otherwise carried over or around excavations or any
other portions of the work, the Contractor shall
furnish such pipes, pumps, and all other materials,
equipment and labor as are required to maintain
continuity of service in the utilities affected.
The Contractor shall not be entitled to any extension
of time or any damages on account of any postponement,
interference, or delay caused by any such structures
being on the line of work.
GS -8
Sect. GS -13 CARE AND PROTECTION OF WORK AND MATERIALS
( From the commencement of the work until its
completion, the Contractor shall be solely responsible
for damage he may do or cause to the property of the
Town for the care and protection of the work covered
by the Contractor, and for the materials delivered at
the site or incorporated in the work.
All excavated materials, construction equipment, and
materials and equipment to be incorporated in the
work, shall be so placed as not to injure the work and
so that free access may be had at any time to all
parts of the work and to all public utility
installations in the vicinity of the work. Materials
and equipment shall be kept neatly piled and compactly
and conveniently stored so as to inconvenience as
little as possible public travel and adjoining
tenants.
All loss, injury, or damage to the work or materials,
from whatever cause, shall be made good at the expense
of the Contractor.
The Contractor shall provide suitable and adequate
storage room for materials and equipment during the
progress of the work, including approved weather tight
storage for all materials and equipment which might
deteriorate if left uncovered. He shall provide
protection .against damage or deterioration for all
equipment during storage, and after installation,
until the equipment is put to use by the District.
During adverse weather, the Contractor shall take all
necessary precautions so that the work may be properly
done and be satisfactory in all respects. When
required, protection shall be provided by use of
tarpaulins, wood and building paper shelters, or other
approved means.
During cold weather, materials shall be preheated, if
required, and the materials and adjacent structure
into which they are to be incorporated shall be made
and kept sufficiently warm so that a proper bond will
take place and proper curing, aging, or drying will
result. Protected spaces shall be artificially heated
by approved means which will result in a moist or a
dry atmosphere according to the particular
requirements of the work being protected.
The Engineer may suspend construction operations at
any time, when in his judgment, the conditions are
unsuitable or the proper precautions are not being
taken, whatever the weather may be, in any season.
GS -9
Sect. GS -14 MINIMUM NOISE. The Contractor shall use every effort
and means possible to minimize or eliminate noise
caused by his operations, which the Engineer may
consider objectionable. The Contractor shall provide
working machinery, equipment with silencers or
mufflers where required, designed to operate with the
least possible noise.
Sect. GS -15 EQUIVALENT MATERIALS•AND WORKMANSHIP.
Wherever in the Contract Documents a particular brand
or make of materials is shown or specified by trade
name or otherwise, such brand or make of materials
which, in the opinion of the Engineer, is the
recognized equal of that specified as to composition,
characteristics, workmanship, economy of operation and
maintenance, and is suitable for the purpose intended,
may be accepted.
All materials incorporated in the work shall be new,
of standard and first grade quality, and of the best
workmanship and design. No inferior or low grade
materials will be either approved or accepted, and all
work of assembly and construction must be done in a
neat, first-class, and workmanlike manner.
Sect. GS -16 DESIGN OF EQUIPMENT. All parts of the equipment
furnished under the Contract shall be amply
proportioned for all stresses that may occur during
fabrication, shipment, erection, and intermittent or
continuous operation. Identical parts shall be
interchangeable.
The equipment to be furnished under the Contract shall
be of an approved type, and the product of
manufacturers who have successfully build equipment of
the same size, capacity, and type for at least 5
years. The Contractor shall submit any information
that the Engineer may consider necessary in order to
determine the ability of the manufacturer to produce
the equipment as called for by the specifications.
The Contractor shall provide the services of an
accredited representative of the manufacturer to
supervise the installation, testing, and placing of
equipment in satisfactory operation. This
representative shall also make final adjustments and
shall instruct designated employees of the Town in the
proper operation and maintenance of the equipment.
GS -10
Sect. GS -17 TESTING OF MATERIALS. If the Engineer so requires,
either prior to beginning or during the progress of
the work, the Contractor shall submit samples of
materials for such special tests and analyses as may
be necessary to demonstrate that they conform to the
specifications. The Town will select and the
Contractor will pay for testing laboratories to
perform tests and analyses on concrete aggregates,
mixed and placed concrete, and similar materials.
Such samples shall be furnished, taken, stored, packed
and shipped as directed, at the expense .of the
Contractor.
The Contractor shall submit data,and samples, or place
his orders, sufficiently early to permit
consideration, inspection, testing, and approval
before the materials and equipment are necessary for
incorporation in the work. Any delays resulting from
his failure to do so shall not be used as a basis of a
claim against the Town or the Engineer.
If the Engineer orders sampling and analyses or tests
of materials which are usually accepted on
certification of the manufacturer but which appear
defective or not conforming to the requirements of the
specifications, the Town will bear the costs of tests
and analyses of the materials is found to be sound and
conforming to the specifications; if found defective
or not conforming to the specifications, the
Contractor shall bear all of the costs.
Sect. GS -18 CERTIFICATES OF MANUFACTURER. For pipe, cement, steel
reinforcement, paint, and similar materials which are
normally tested in the shop by the manufacturer, the
Contractor shall furnish the Engineer certified
records of physical, chemical and other pertinent
tests, and/or certified statements from the
manufacturer that the materials have been manufactured
and tests in conformity with the specifications.
Where such a small quantity of material is required as
to make physical tests or analyses of similar
materials which were concurrently as the basis for the
acceptance of such materials.
GS -11
Sect. GS -19 INSPECTION. The Town contemplates and the Contractor
agrees to the most thorough inspection of the work by
the Town's representative and the.Engineer, including
all labor performed and materials furnished,
delivered, or intended to be used in the work,
including manufacture, preparation and testing. The
Contractor shall not use any material which has not
been inspected or tested, and accepted, or perform any
work except under the direction of the Engineer. The
Contractor shall keep the Engineer advised of the
progress of the work away from the site requiring
inspection or witnessing of tests, so that
arrangements may be made for inspection at the proper
time.
Inspection, test, or acceptance of any materials prior
to shipment shall not be deemed as a final acceptance
of the materials. The Engineer may inspect or require
tests or analyses of any portion of the materials at
any time after delivery to the site either before or
after installation, and any material which is found to
be defective or which does not otherwise conform to
the requirements of the specifications shall be
rejected and removed forthwith from the site, as
provided in the Contract.
Sect. GS -20 ELECTRICAL POWER AND TELEPHONE. The Contractor
shall arrange for all temporary light and power
service required by him in the performance of work
under the Contract, and shall pay all expenses and
charges related thereto and all costs of electrical
power consumed by him. The Contractor shall provide
sufficient temporary light to assure that all work can
be done in a safe and workmanlike manner.
The Contractor, at his own expense, shall arrange with
the local telephone company for all telephone service
required by him in the performance of his work under
the Contract.
Upon completion of all work, the Contractor shall
disconnect and remove the temporary light and power
service.
Sect. GS -21 STANDARDIZATION OF GREASE FITTINGS: The Contractor
shall ensure that all grease fittings on each piece of
equipment furnished under the Contract are
standardized so that only the "Alemite" buttonhead
type of fitting is utilized. Fittings shall be
standard or giant size according to the type of
service performed.
GS -12
Sect. GS -22 LUBRICATION AND PACKING. The Contractor shall furnish
and use, for each piece of equipment, the type of
lubricant and packing recommended by the manufacturer
of the equipment. He shall furnish a schedule in
triplicate, listing the type, frequency of application
of lubricant, an manufacturer of the lubricant and
packing recommended for each piece of equipment. At
the time of turning the installation over to the Town
the Contractor shall furnish one month's supply of
each type of lubricant, and sufficient packing to
repack each piece of equipment once.
Sect. GS -23 TOOLS, SPARE PARTS, AND MANUALS. Each piece of
equipment shall be furnished with a dozen lot
assortment of keys, bolts, nuts, lock washers, and
pins, in tagged sacks. Each piece of equipment having
shear pins shall be furnished with two dozen shear
pins of each size used, in tagged sacks. Each piece
of equipment having leather or rubber washers shall be
furnished with two extra washers of each size and
material required.
The Contractor shail furnish, with each piece of
equipment, the complete set of tools normally
furnished by the manufacturer for the servicing of the
equipment.
Each major piece of equipment as specified or
determined by the Engineer, shall be furnished with
the spare parts listed in the specifications for the
equipment or, if no such list is provided, with the
standard set of spare parts recommended by the
manufacturer of the equipment. The recommended list
of spare parts shall be submitted to the Engineer for
approval, prior to the delivery of the equipment.
All spare parts shall be plainly tagged and marked for
identification and ordering. They shall be treated
with suitable preservative, wrapped, and packaged to
provide adequate protection during storage.
The Contractor shall furnish and deliver to the
Engineer, prior to the installation of any piece of
equipment, four sets of instruction books or trade
literature for such equipment to enable the operator
to understand the mechanism and its maintenance.
Complete numbered parts lists shall be supplied with
the instruction books.
The Contractor shall furnish four sets of parts
drawing of all equipment, including minor parts and
sub -assemblies, in such detail as will permit
disassembly of each piece of equipment for
maintenance. Parts drawings shall show such
fabrication and assembly details as are required to
permit disassembly and assembly of the equipment.
GS -13
Sect. GS -24 SALVAGED MATERIALS. All materials and equipment
removed from existing structures, except that
designated as rubbish, shall remain the property of
the Town and shall be stored on the site by the
Contractor, as directed. Rubbish shall be removed
from the site and disposed of by the Contractor at his
own expense.
Sect. GS -25 CLEANING IIP AND REMOVAL OF DEBRIS. The Contractor
shall expressly undertake at his own expense:
a. frequently to clean up all refuse, rubbish, scrap
materials, and debris caused by his operations, so
that at all times the site shall present a neat,
orderly workmanlike appearance;
b. before semi-final payment, to remove all surplus
material, false -work, temporary structures, including
foundations thereof, plant of any description, and
debris of every nature resulting from his operations
and to put the site in a neat orderly condition; and
C. before semi-final payment, he shall store all areas
which have been used for storage of materials and
equipment, and all areas which have been disturbed by
his operations to their original condition, or to a
condition satisfactory to an approved by the Town. He
shall seed or sod any grassed areas damaged by his
operations and shall maintain such areas until the
expiration of the maintenance period. Any such areas
which fail to show a uniform stand of grass shall be
reseeded or resodded until an acceptable stand of
grass exists.
Sect. GS -26 PROJECT SIGN. The Contractor shall construct a sign
according to the enclosed details before the
commencement of any work. The sign shall be placed,at
a location designated by the.Engineer.
(Not Applicable)
GS -14
DETAILED SPECIFICATIONS
IT IS THE INTENT OF THIS CONTRACT TO PERFORM ALL SITE DEVELOPMENT WORK
AND IMPROVEMENTS FOR THE CONSTRUCTION OF THE PROPOSED PARKING
FACILITIES AT THE AIRPORT DRIVE RECREATION SITE AS DESCRIBED IN THESE
SPECIFICATIONS AND ON THE CONTRACT DRAWINGS. THE CONTRACTOR IS
RESPONSIBLE FOR A SITE VISIT TO DETERMINE THE REQUIREMENTS OF THIS
CONTRACT.
ANY AND ALL DEBRIS GENERATED BY THIS CONTRACT SHALL BECOME THE PROPERTY
OF THE CONTRACTOR, AND SHALL BE IMMEDIATELY HAULED OFFSITE AND PROPERLY
DISPOSED OF.
THE SITE SHALL BE LEFT IN A CLEAN AND ORDERLY FASHION EACH DAY AFTER
WORK HAS STOPPED.
THE CONTRACTOR SHALL AVOID THE PRESENCE OF ATTRACTIVE NUISANCES AT THE
SITE.
THE LOCATION OF EXISTING UTILITIES, IF ANY, AS SHOWN ON THE CONTRACT
DRAWINGS, ARE APPROXIMATE ONLY. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO LOCATE AND PROTECT ANY EXISTING UTILITIES DURING
CONSTRUCTION. ANY DAMAGE TO EXISTING UTILITIES SHALL INCUR THE COST OF
ANY SUBSEQUENT RESTORATION NECESSARY.
DS - 1
THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE FACT HE MAY NOT HAVE
EXCLUSIVE OCCUPANCY OF THE TERRITORY WITHIN OR ADJACENT TO THE LIMITS
OF THE CONTRACT. THE CONTRACTOR WILL BE REQUIRED TO COOPERATE WITH
OTHER CONTRACTORS AND THE OWNERS OF THE VARIOUS UTILITIES AND TO
COORDINATE AND ARRANGE THE SEQUENCE .OF HIS WORK TO CONFORM WITH THE
PROGRESSIVE OPERATIONS OF THE WORK ALREADY UNDER CONTRACT AND TO BE PUT
UNDER CONTRACT. IN CASE OF INDIFFERENCE BETWEEN THE OPERATORS OF
UTILITIES, OWNERS AND DIFFERENT CONTRACTORS, THE OWNERS WILL BE THE
SOLE JUDGE OF THE RIGHTS OF EACH CONTRACTOR AND THE SEQUENCE OF THE
WORK NECESSARY TO EXPEDITE THE COMPLETION OF THE ENTIRE PROJECT, AND IN
ALL CASES HIS DECISION WILL BE ACCEPTED AS FINAL.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING SHOP DRAWINGS TO THE
ENGINEER FOR HIS APPROVAL PRIOR TO THE START OF ANY CONSTRUCTION
OPERATIONS. NO MATERIAL AND/OR STRUCTURE SHALL BE INSTALLED PRIOR TO
�- ENGINEER'S APPROVAL OF THE APPLICABLE SHOP DRAWINGS.
DS - 2
AIRPORT DRIVE RECREATION SITE
l PROPOSED SOCCER FIELD
AND
SITE IMPROVEMENTS
DETAILED SPECIFICATIONS
ITEM
EARTHWORK
DELETE
LANDSCAPE RESTORATION
ASPHALT PAVEMENT
STONE PARKING AREA
DELETE
DELETE
DELETE
EROSION AND SEDIMENTATION CONTROL
STORM SEWER. PIPE, EXCAVATION, BEDDING & BACKFILL
FLARED END SECTION WITH LIGHT STONE FILL RIP RAP
SIGNAGE
SECTION
1.01
2.01
3.01
4.01
5.01
6.01
7.01
8.01
9.01
10.01
11.01
1.2.01
IT IS THE INTENT OF THIS CONTRACT TO PRODUCE A COMPLETE AND
SATISFACTORY PARKING FACILITY AND ACCESS ROAD AS DESCRIBED IN THESE
SPECIFICATIONS AND ON THE CONTRACT DRAWINGS. THE CONTRACTOR IS
RESPONSIBLE FOR A SITE VISIT TO DETERMINE THE REQUIREMENTS OF THIS
CONTRACT.
- DS -
ITEM 1.01 EARTHWORK
1.01.1 GENERAL DESCRIPTION
The work under this Item shall consist of clearing,
grubbing, removing and disposing of all trees, brush,
stumps, and other miscellaneous debris, stripping and
stockpiling of topsoil, excavation, dewatering, rough
grading, placement and compaction of control fill
material, fine grading,, protection and disposal, and all
other excavation and/or filling as specified on the
Contract Drawings or as specified by the Engineer.
All excess materials generated shall become the property
of the Contractor, and shall be disposed of in accordance
with all applicable State and Local ordinances. No onsite
burying and/or burning of unsuitable or excess material
shall be permitted.
The Contractor shall accept the site as is, in the
condition in which it exists at the time of award of the
Contract.
The Engineer shall have jurisdiction over suitability of
materials that are used under this Item. Any materials
deemed unsatisfactory by the Engineer, shall be removed
from the site at the Contractor's sole expense.
It should be noted that any excavation that may be
required for the installation of Asphalt Pavement (Item
4.01) and Stone Parking Area (Item 5.01), shall be paid
for and included in the price bid for each of those
specific Item.
1.01.2 MATERIALS
A. Select Fill:
Select fill as specified herein shall be defined as
soil containing a mixture of clean pervious gravelly
loam (loam, gravel, sand, silt, clay mixture) free of
brush, weeds, lumps and other deleterious materials.
All select fill material shall be free of stones,
cobbles, etc. greater than 3 inches in greatest
dimension.
Samples of proposed select
delivered to the site five
proposed use. All select
subject to prior approval
fill material shall be
(5) days minimum prior to
fill materials shall be
by the Engineer.
ITEM 1.41 EARTHWORK (Cont.)
1.01.3 CONSTRUCTION METHODS
A. Clearing and Grubbing;
Clearing and grubbing shall be limited to the area
within the payment limits as specified on the Contract
Drawings or as directed by the Engineer, and at no
time shall digress beyond these limits. Also, the
Engineer may designate areas not to be disturbed,
cleared, and/or grubbed.
In areas specifically designated on the Contract
Drawings and/or by the Engineer to be cleared but not
grubbed, the trees shall be cut off no more than six
(5) inches above the original ground surface.
The Contractor shall remove all wood including grubbed
stumps from the contract site.
The Contract shall not burn any cleared or felled
material, and burying within or outside the
construction site is prohibited.
The Contractor under no circumstances shall dispose of
any wood or stumps into swamps or wetlands.
Any hollows caused by clearing and grubbing operators
shall be promptly backfilled with satisfactory soil
material to the satisfaction of the Engineer, unless
further excavation and/or grading is required in the
area.
1.01 - 2
ITEM 1.01 EARTHWORK (Cont.)
B. Excavation:
All excavation as defined herein shall be considered
to be unclassified.
Excavation shall be accomplished at such place as are
indicated in the Contract Drawings to the lines,
grades and elevations shown, or as directed by the
Engineer, and shall be made in such a manner that the
requirements for the final contours as shown in the
Plans may be achieved. During the process of
excavation, the ground shall be maintained in such
condition that it will be well drained at all times.
Temporary drains and drainage ditches shall be
installed to intercept or divert surface water which
may affect the prosecution or condition of the work.
If at any time it is not possible to place excavated
material in its proper section of the permanent
construction, it shall be stockpiled in approved areas
for later use.
Where clay, hardpan, marsh, much or other
unsatisfactory subgrade or foundation material is
encountered, it shall be excavated to a depth of at
least 12" below subgrade, or to such greater depth
below subgrade as the Engineer may direct. The
portion so excavated shall be refilled with suitable
material properly compacted.
All excavated material not needed for backfilling
purposes shall become the property of the Contractor
and shall be hauled offsite at the Contractor's sole
expense or shall be disposed of in a manner
satisfactory to the Engineer.
Whenever the excavation is carried beyond or below the
lines and grades given by the Engineer, said
excavation shall be classified as unauthorized and the
Contractor shall at no additional cost to the Owner,
refill such excavated space with such material and in
such manner as will insure stability of the structure
involved. All such additional backfill material and
placement shall be approved by the Engineer.
1.01 - 3
ITEM 1.01 EARTHWORK (Cont.)
The Contract may use any type of earth moving
equipment he has at his disposal, provided such
equipment is in satisfactory condition and of such
type and capacity that the work may be accomplished
properly and the grading schedule maintained. The
Contractor shall furnish, operate and maintain such
equipment as is necessary to control uniform layers,
sections and smoothness of grade for compaction and
drainage. The compaction equipment such as sheepsfoot
rollers, pneumatic rollers and smooth rollers shall be
of such design, weight and quality to obtain the
required density. If the question arises as to the
suitability of certain earth moving equipment for a
particular project, the Engineer shall make such
determination, and his decision shall be final.
No payment will be made separately or directly for
haul on any part of the work. All haul will be
considered a necessary and incidental part of the
work, and the cost thereof shall be considered by the
Contractor in the contract unit price for the pay
items of work involved.
All excavation shall be performed in proper sequence
with other aspects of the construction operation.
The Contractor shall be responsible for maintaining
the slopes of all excavations in a safe condition
until completion of the grading operation.
All excavation work shall be inspected and approved by
the Engineer before proceeding with subsequent phases
of construction.
Any excess excavation not needed for other aspects of
the project shall be removed from the site to disposal
areas at the Contractor's expense.
Any suitable material that is removed during
excavation procedures may be used in subsequent phases
of the construction as indicated on the Contract
Drawings or as directed by the Engineer. Suitability
of any excavated material to be used as fill shall
required prior approval by the Engineer.
C. Dewatering
The Contractor shall at all times keep the excavation
free from water. The water shall be disposed of by
the Contractor to the satisfaction of the Engineer and
in accordance with the General Conditions and
applicable laws and regulations.
1.01 - 4
ITEM 1.01 EARTHWORK (Cont.)
The Contractor shall provide all necessary pumps,
dams, drains, ditches, flumes, well points and other
means of excluding water and for preventing the above
earthen slopes from sliding or caving. He shall
satisfactorily removal all water which interferes with
the work.
The Contractor shall sufficiently dewater all
trenches.
The flow of all sewers, drains, utility lines and
water courses met with shall be maintained and
provided for by the Contractor without damage or
nuisance to other parties. All connections shall be
restored.
Before any masonry is placed or any pipe is laid,
suitable drains shall be provided as needed and
maintained in order that the trench bottom shall be
free from water and sufficiently dry at all times. No
pipe shall be laid in water. Water shall not be
permitted to rise to the level of the bottom of the
pipe until such time as it has been inspected as to
acceptability, bedded and the trench properly
backfilled. No masonry or any kind laid in cement
mortar shall be placed in water. No water shall be
allowed to flow over or rise upon.fresh cement, and no
water shall be allowed to enter the pipe until such
time and under such conditions as the Engineer shall
approve.
The Contractor shall provide and operate additional
pumps or drains at any place where the Engineer shall
deem them to be necessary.
Except as otherwise provided, no direct payment shall
be made for the work of dewatering as specified above
or herein, but compensation for such work and all
expenses incidental thereto shall be considered as
having been included in the price stipulated for this
Item.
D. Fill:
The Contractor shall be responsible for placing select
fill, as defined under Section 1.01.2 herein, at the
locations and to the lines and grades as indicated on
the Contract Drawings or as directed by the Engineer.
1.01 - 5
ITEM 1.01 EARTHWORK (Cont.)
The prepared ground surface shall be cleared of all
debris and unacceptable material prior to the placing
or any fill material. Said prepared ground surface
shall be proof rolled until the underlying soils are
thoroughly compacted to the satisfaction of the
Engineer prior to filling. Any soft or loose spots
shall be excavated and filled with suitable material
prior to the placement of any fill.
Samples of all select fill materials, both before and
after placement and compaction, will be taken by the
Engineer and from the test made on such samples,
certain corrections, adjustments, and modification or
methods, materials, and moisture content will be
directed to obtain conformity with the governing
specifications.
All fill material shall be placed in layers not
exceeding six (6) inches in depth, and shall be
thoroughly compacted as detailed herein.
No fill shall be placed upon surfaces that are wet,
muddy, soft or frozen.
In the event that work is suspended due to periods of
precipitation, adequate measures shall be taken to
insure the integrity of the fill area. This shall
include proof rolling the area to identify any areas
of soft or loose soils, which shall be promptly
replaced with suitable fill material.
E. Grading:
The grading operation shall be so conducted and the
various soil strata placed so as to produce final
grades as shown on the Contract Drawings or as
desired. All materials for the fill shall be free of
organic matter such as leaves, grass roots, and other
objectionable material. Earthwork operations shall be
suspended when satisfactory results cannot be obtained
on account of rain, freezing weather, or other
unsatisfactory conditions. The material in the layers
shall be of the proper moisture content before rolling
to obtain the prescribed compaction. Wetting or
drying of the material and manipulation to secure a
uniform moisture content throughout the layer shall be
required.
1.01 - 6
ITEM 1.01 EARTHWORK (Cont.)
Both the existing and the proposed finished contours
are illustrated on the Contract Drawings. All grading
operations shall be in strict conformance with said
Contract Drawings, unless specific written exceptions
are given by the Engineer.
All finish grading operations shall be conducted so as
to prepare the site for final top treatment
(ie: topsoil, seeding and mulching, stone parking
areas, asphalt pavement, etc.).
All stones, roots, grass, weeds, or other foreign
matter shall be removed by means of raking. Raking
may be accomplished by approved mechanical means, but
Contractor'should note that, at the discretion of the
Engineer, hand raking of any and/or all disturbed
areas may be required under this Contract.
F. compaction_
Rolling operations shall be continued until the fill
is compacted to the density specified. Any areas
inaccessible to a roller shall be consolidated and
compacted by mechanical tampers. During construction,
the Contractor shall route his equipment at all times,
both when loaded and empty, over the layers as they
are placed, and shall distribute the travel evenly
over the entire width of the area.
Should the material be too wet to permit proper
compaction or rolling, all work on the fill thus
affected shall be delayed until the material has dried
to the required moisture content. If the material is
too dry, it shall be sprinkled with water and
manipulated to obtain the uniform moisture content
required throughout a layer before it is compacted.
All compaction equipment used in executing this Item
shall be subject to approval by the Engineer. Use of
equipment that is not in proper working order will not
be allowed.
G. protection;
The Contractor shall employ all the necessary
manpower, and the necessary construction equipment and
any other incidental equipment as may be necessary for
the proper completion of the work, the protection of
the adjacent properties, and the welfare and safety of
the public, employees of the Contractor, and agents of
the local public authority. The work shall be done in
strict accordance with the current regulation of the
applicable New York State Safety Code and any other
local codes which may be applicable to the work being
done under this Contract.
1.01 - 7
ITEM 1.01 EARTHWORK (Cont.)
Contractor shall be responsible for locating and
protecting underground utilities, if any, and avoiding
and/or supporting said utilities during construction.
Any damage to existing utilities shall be repaired by
the Contractor to the satisfaction of the Engineer at
no additional cost to the Owner.
Contractor shall promptly notify the Engineer of any
unexpected subsurface conditions.
All excavations shall be properly supported by means
of shoring, bracing, sheeting, etc. to the
satisfaction of the Engineer.
Contractor shall be responsible for protecting and
maintaining any benchmarks or control points. If any
such points are disturbed, Contractor shall at his
sole expense re-establish same to the satisfaction of
the Engineer.
Any open excavation shall be properly guarded and/or
barricaded including warning lights as required.
All construction operations shall be conducted so as
to minimize interference with roadways, utilities and
adjacent properties. All damage caused to roadways,
utilities or adjacent properties shall be corrected by
the Contractor, at his sole expense, to the
satisfaction of the Engineer.
Whenever the work is suspended, the excavations are to
be protected and the roadways, if any, left
unobstructed. Within or adjacent to private property,
material shall be stored at such locations as will not
unduly interfere with traffic of any nature and in no
case shall materials be stored in locations which will
cause damage to existing improvements.
H. Cleanup:
The site and adjacent areas of the work will be
cleaned on a daily basis of all rubbish, excess
material, and promptly restored to its original
condition. It shall be the responsibility of the
Contractor to .maintain a neat and orderly job site.
All work shall be restored as quickly as possible to
the satisfaction of the Engineer. No separate payment
will be made for any cleanup operation, however, its
proper execution will be demanded by the Engineer in
charge.
ITEM 1.01 EARTHWORK (Cont.)
1.01.4 MEASUREMENT FOR PAYMENT
The work under this Item shall be measured for payment by
the Lump Sum completion of all Earthwork as described
herein. The Lump Sum Price bid shall include all clearing
and grubbing, stripping and stockpiling topsoil,
excavation, dewatering, select fill, grading, compaction,
protection and cleanup as indicated on the Contract
Drawings or as directed by the Engineer.
1.01.5 BASIS OF PAYMENT
The work under this Item shall be paid for at the Contract
Lump Sum price bid for the completion of the Earthwork,
which price shall include all costs for labor, material,
machinery, tools, transportation, disposal, and any other
items necessary for or incidental to the satisfactory
completion of the Item.
1.01 - 9
ITEM 2.01 DELETE
ITEM 3.01 LANDSCAPE RESTORATION
3.01.1 GENERAL DESCRIPTION
The work under this Item shall consist of:
1. All work required to restore areas disturbed
during the proposed construction, with said
work including but not limited to topsoil,
seeding, and mulching. All work under this
Item will be completed to the payment limits
indicated on the Contract Drawings or as
ordered by the Engineer.
2. The transplanting of the existing trees as
noted or indicated on the Contract Drawings or
as directed by the Engineer. The transplants
shall be removed and re -planted as shown on
the Contract Drawings or as directed by the
Engineer.
3.01.2 MATERIALS
LBS. PER ACRE SEED TYPE
28 Red Fescue
5 Kentucky Blue Grass
9 Common Rye Grass
5 Bent
42
MULCH STRAW
3.01 - 1
ITEM 3.01 LANDSCAPE RESTORATION (CONT.)
TOPSOIL:
GRADATION
(Sieve Size)
2 Inch
1 Inch
4 Inch
No 200 Mesh
3.01.3 CONSTRUCTION METHODS
PASSING BY WEIGHT
100%
85% - 100%
65% - 100%
20% - 80%
All areas disturbed during the work of this
Contract shall be restored to the satisfaction of
the Engineer and/or Owner within the limits
indicated on the Contract Drawings or as ordered
by the Engineer.
Through all areas the Contractor shall scarify the
surface of the subsoil (top of backfill) before
the topsoil is placed in order to permit bonding
L of the topsoil and subsoil. Scarifying may be
accomplished by raking or other approved means.
The Contractor shall place three inches of
approved topsoil over the prepared subsoil, such
that the topsoil will bring the excavation up to
the final grade indicated on the Contract
Drawings, or as directed by the Engineer. The
Contractor shall apply seed at the rate indicated
with the seeding schedule. The Contractor shall
apply mulch at the rate of one bale (90 lbs.) per
1,000 square feet. The Contractor shall be
responsible for insuring that the grass germinates
and "takes hold".
The Contractor shall be responsible for total
restoration of all areas disturbed by construction
under this Contract. Areas outside the limits
indicated on the Contract Drawings where the
Contractors' construction operations have
disturbed existing ground cover shall be restored
at the Contractors expense.
3.01 - 2
ITEM 3.01 LANDSCAPE RESTORATION (CONT.)
Trees shall be relocated as shown on plans and/or
drawings and where necessary located on the site
by stakes, flags or other means.
The holes for planting shall be excavated so as to
have one foot of clearance around all sides and
below each ball or container or so there is a 6
inch clearance around the roots of all bare root
plants. The sides of the holes shall be vertical
and lightly scarified. The soils in the bottom of
the hole shall be loosened to a depth of 6 inches.
Planting pits in compacted soil should be made at
least 1 foot larger in lateral dimensions (not
deeper) to enhance the opportunity for the
development of feeder roots.
The Contractor shall set the plants upright in the
holes on a pedestal of compacted topsoil mix to a
depth so that the root "collar" is slightly below
new ground level. In compacted soils place the
plant slightly higher so the root "collar" is at
normal ground level yet the ball is covered with
soil.
The Contractor shall backfill the hole to finish
grade with topsoil mix, tamping the soil mix to
eliminate air pockets and prevent settling.
The soil the Contractor shall use to backfill the
planting holes shall consist of 50% topsoil, 25%
sand, and 25% peat moss.
The Contractor shall construct a ridge of soil 3
to 4 inches high around each tree, at the edge of
the pit to form a saucer.
The Contractor shall thoroughly water all
plantings on the same day of planting. Plantings
that have settled shall be reset to grade.
3.01 - 3
ITEM 3.41 LANDSCAPE RESTORATION (CONT.)
The Contractor shall mulch the disturbed area
around individual trees and shrubs with a 4 inch
layer of wood chips. Extend a 2 inch thick layer
of mulch over the saucer. Mulch planting beds
with 2 inches of wood chips.
After planting, the Contractor shall prune trees
to remove injured twigs and branches.
The Contractor shall remove all excess soils, peat.
moss and debris from the site when work is
completed.
The Contractor shall save and transplant all trees
as noted on the Contract Drawings or as directed.
by the Engineer.
The Contractor shall remove plants with soil ball,
and wrap the soil ball with burlap to prevent soil
from separating from the roots.
The minimum soil ball diameter required for
transplanting trees and/or shrubs is given in the
following chart and shall be adhered to by the
Contractor
3.01 w 4
ITEM 3.01 LANDSCAPE RESTORATION (CONT.)
SIZE AND WEIGHT OF EARTH BALL REQUIRED TO TRANSPLANT WILD STOCK
Shade Trees
(Maple, Ash, Oak, Birch, Etc.)
caliper 1 Minimum Weight
(Inches) Dia. Ball of Ball
(Inches) (Lbs.)
1/2
14
88
3/4
16
130
1
18
186
14
20
227
1:11
22
302
1 '3/4
24
390
2
28
621
3
32
836
3 z
38
1,400
4
42
1,887
Small Trees & Shrubs
(Crabapple, Thornapple,
Viburnum, Dogwood, Etc.)
Height Minimum Weight
6 Ft. & Dia. Ball of Ball
Caliper 1 (Inches) (Lbs.)
2
12
55
3
14
88
4
16
130
5
18
186
3/4
18
186
1
20
227
13,-
22
302
1 3/4
24
390
2
28
621
21,
32
836
3
38
1,400
1Caliper is a diameter measurement of trees at a height. of 6 inches
above the ground.
The Contractor shall plant and maintain
transplants as instructed previously in this
specification.
3.01.4 METHOD OF MEASUREMENT
Item 3. 01A:
This work will be measured for payment by the
number of square yard of.properly topsoiled,
seeded and mulched ground area within the payment
limits as indicated on the Contract Drawings or as
directed by the Engineer.
3.01 - 5
i
ITEM 3.01 LANDSCAPE RESTORATION (CONT.)
Item 3.01B:
This work will be measured for payment by the
actual numbers of properly transplanted trees
accepted by the Engineer, as shown on the Contract
Drawings or as directed by the Engineer.
3.01.5 BASIS OF PAYMENT
Item 3.01A:
This work will be paid for at the Contract Unit
Price Bid per square yard of properly topsoiled,
seeded and mulched ground area within the payment
limits, which price shall include all materials,
labor machinery, tools, transportation disposal,
and work incidental to or necessary for the
completion of the Item.
Item 3.01B:
This work will be paid for at the Contract Unit
Price Bid per each properly transplanted tree,
acceptable to the Engineer. Bid price shall
include all materials, labor, machinery, tools,
transportation, disposal, and any other work
necessary for or incidental to the satisfactory
completion of this Item.
3.01 - 6
ITEM 4.41. ASPHALT PAVEMENT
4.01.1 GENERAL DESCRIPTION
The work under this Item shall consist of the
satisfactory installation of new asphalt pavement and
base materials to the lines and grades as indicated on
the Contract Drawings, or as directed by the Engineer.
4.01.2 MATERIALS
The materials to be used under this Item shall .consist of
the .fol lowing :
Sub Base: 6" - Item No. 4 - Subbase Course similar
in gradation to New York State
Department of Transportation Standard
Specifications Item No. 304 - Type 2.
Binder Course: 2" Type 3 Binder course as per the New
York State Department of Transportation
Specification Item No. 403.13
Top Course: lk" - Type 6 Top course as per the New
York State Department of Transportation
Specification Item No. 403.16.
4.01 - 1
ITEM 4.01 ASPHALT PAVEMENT (Cont.)
f
4.01.3 CONSTRUCTION METHODS
Sub rade:
After completion of the excavation and rough grade and
prior to the laying of the foundation course, the sub -
grade shall be shaped to line and grade and thoroughly
compacted with an approved self-propelled roller weighing
not less than 10 tons. All hollows and depressions which
develop under rolling shall be filled with acceptable
granular material and again rolled, this process to be
continued until no depressions develop. The sub -grade
shall not be muddy or otherwise unsatisfactory when the
foundation course is laid upon it.
Any soft or unstable portions of
develop under the roller shall be
and removed from the right-of-way
with acceptable granular material
and compacted as above.
Fine Grading
the sub -grade which
completely excavated
and shall be replaced
and the area regraded
Before fine grading and installation of subbase is
started, all storm and sanitary sewers and all utilities,
including house connections, hydrants, electric, cable
and gas, etc., shall have been installed and all fill and
backfill shall have been thoroughly compacted to the
satisfaction of the Engineer.
Fine grade shall conform to the typical cross section of
the road pavement and to the approved line and grade.
Foundation Course, Granular Material
After the fine grading has been completed to the
satisfaction of the Engineer, the Contractor shall
furnish and place a foundation course of approved Item 4
(similar in gradation to New York State Department of
Transportation Item No. 304, Type 2) as called for in
these specifications. All materials acceptable for this
course shall be hard, durable and sound, shall be well
graded from coarse to fine, and shall be acceptable to
the Engineer.
4.01 - 2
ITEM 4.01 ASPHALT PAVEMENT (Cont.)
The materials shall be placed on the finished subgrade by
mechanical means in two (2) layers and shall be
thoroughly compacted by rolling with a self-propelled
10 -ton roller. Water shall be added to the materials in
such amounts as the Engineer may consider necessary for
proper compaction.. After compaction, the course shall be
true to grade and cross sections, and any depressions
shall be eliminated by the use of additional granular
materials, thoroughly rolled in placed. In all cases,
the foundation course must be so thoroughly compacted
that it will not weave under the roller and the total
depth after compaction shall not be less than six (6)
inches.
Asphaltic Concrete Pavement
After the foundation course has been inspected and
approved by the Engineer, the travelled way must be paved
as follows:
1. Properly prepare foundation course by blading to
a true cross section and compact by rolling.
2. Clean off all foreign material.
3. A bituminous concrete binder course shall then
be uniformly spread by .a self-propelled
mechanical spreader with tamping bars and
heating unit in sufficient depth as to provide a
finished compacted thickness after rolling of
not less than two (2) inches. This pavement
shall conform to Item 403 -13 -Type 3 of the
current New York State Department of
Transportation Specification. The course in
place shall be. thoroughly rolled with a 10 ten
roller.
4. A final wearing course of fine bituminous
concrete shall be uniformly spread by a self-
propelled mechanical spreader equipped with
tamping bars.and a heating unit in sufficient
depth as to provide a finished compacted
thickness after rolling of not less than one and
one-half (11-2) inches. This pavement shall
conform to Item 403.16 -Type 6 of the current
New York State Department of Transportation
Specifications.
4.01 - 3
ITEM 4.01 ASPHALT PAVEMENT (Cont.)
4.01.4
4.01.5
Asphaltic Concrete Surface Courses
The fine wearing course in place shall be thoroughly
compacted with a two or three wheel tandem roller
weighing approximately 10 tons.
Extreme care shall be exercised in the placing of
bituminous concrete to insure that all longitudinal
joints shall be lapped in the placing of adjoining strips
and that all lateral joints are trimmed before continuing
with the placing of additional materials on that strip.
Temporary lateral joint shall be braced/backed with 2x4's.
The Item 4 Subbase, Binder Course and Top Course shall be
applied and compacted to the satisfaction of the
Engineer, to depths shown on the Contract Drawings or as
ordered by the Engineer. The asphalt layers (Binder and
Top) shall be compacted to a density of 1100/sq. yd./in.
of depth.
The Contractor shall repair any settling in the new
pavement area which may occur due to improper compaction
and placement of the backfill, Item 4 Subbase, Binder
Course, and Top Course.
METHOD OF MEASUREMENT
The work under this Item shall be measured for payment by
the actual number of correctly placed square yards of
asphalt pavement including all work described herein.
The unit price bid shall include placement/compaction of
subbase, binder and top, as indicated on the Contract
Drawings, or as directed by the Engineer.
The payment limits for this Item shall not exceed the
limits indicated on the Contract Drawings.
BASIS OF PAYMENT
The work under this Item shall be paid for at the
Contract unit price bid per square yard of correctly
placed asphalt pavement, which price shall include all
costs for labor, material, machinery, tools,
transportation, disposal requirements and any other items
necessary for or incidental to the satisfactory
completion of the Item.
4.01. - 4
ITEM 5.01 STONE PARKING AREAS
5.01.1 GENERAL DESCRIPTION
The work under this Item shall consist of the satisfactory
installation of new stone parking areas including base
material to the lines and grades as indicated on the
Contract Drawings or as directed by the Engineer.
5.01.2 MATERIALS
Base Material: 6" - Item No. 4 —Subbase Course similar
in gradation to New York State
Department of Transportation Standard
Specifications Item No. 304 - Type 2.
Stone Fill: 4" of 3/8" diameter crushed stone similar
in gradation to New York State Department
of Transportation Standard Specifications
Item 703-02, Size Designation 1.
5.01.3 CONSTRUCTION METHODS
Sub rade;
After completion of the excavation and rough grade and
prior to the laying of the foundation course, the sub -
grade shall be shaped to line and grade and thoroughly
compacted with an approved self-propelled roller weighing
not less than 10 tons. All hollows and depressions which
develop under rolling shall be filled with acceptable
granular material and again rolled, this process to be
continued until no depressions develop. The"sub-grade
shall not be muddy or otherwise unsatisfactory when the
foundation course is laid upon it.
Any soft or unstable portions of the sub -grade which
develop under the roller shall be completely excavated and
removed and shall be replaced with acceptable granular
material and the area regraded and compacted as above.
Fine Grading:
Before fine grading and installation of subbase is
started, all storm and sanitary sewers and all utilities,
including house connections, hydrants, electric, cable and
gas, etc., shall have been installed and all fill and
backfill shall have been thoroughly compacted to the
satisfaction of the Engineer.
Fine grade shall conform to the typical cross section of
the road pavement and to the approved line and grade.
5.01 - 1
ITEM 5.01 STONE PARKING AREAS (Cont.)
Foundation. Course Granular Material:
After the fine grading has been completed to the
satisfaction of the Engineer, the Contractor shall furnish
and place a foundation course of approved Item 4 (similar
in gradation to New York State Department of
Transportation Item No. 304, Type 2) as called for in
these specifications. All. materials acceptable for this
course shall be hard, durable and sound, shall be well
graded from coarse to fine, and shall be acceptable to the
Engineer.
The materials shall be placed on the finished subgrade by
mechanical means in two (2) layers and shall be thoroughly
compacted by rolling with a self-propelled 10 ton roller.
Water shall be added to the materials in such amounts as
the Engineer may consider necessary for proper compaction.
After compaction, the Course shall be true to grade and
cross sections, and any depressions shall be eliminated by
the use of additional granular materials, thoroughly
rolled in placed. In all cases, the foundation course
must be so thoroughly compacted that it will not weave
under the roller and the total depth after compaction
shall not be less than six (6) inches.
Stone Fill:
After the foundation course has been inspected and
approved by the Engineer, the travelled way must be filled
as follows:
1. Properly prepare foundation course by blading to a
true cross section and compact by rolling.
2. Clean off all foreign material.
3. Place four (4) inches minimum of 3/8" diameter
crushed stone similar in gradation to New York
State Department of Transportation Standard
Specifications Item 703-02, Size Designation 1.
All stone shall be evenly spread to provide a
minimum depth of four (4) inches.
4. The stone travelled way shall be thoroughly compacted
by use of an approved means.
5.01 - 2
ITEM 5.01 STONE PARKING AREAS (Cont.)
5.01.4 METHOD OF MEASUREMENT
The work under this Item shall be measured for payment by
the actual number of correctly placed square yards of
stone parking area including all work described herein.
The unit price bid shall include placement/compaction of
subbase materials and crushed stone fill, as indicated on
the Contract Drawings, or as directed by the Engineer.
The payment limits for this Item shall not exceed the
limits indicated on the Contract Drawings.
5.01.5 BASIS OF PAYMENT
The work under this Item shall be paid for at the Contract
unit price bid per square yard of correctly placed stone
parking area, which price shall include all costs for
labor, material, machinery, tools, transportation,
disposal requirements and any other items necessary for or
incidental to the satisfactory completion of the Item.
5.01 - 3
ITEM 6.01 DELETE
ITEM 7.01 DELETE
ITEM S .01 DELETE
ITEM 9.01 EROSION AND SEDZIENT CONTROL
9.01.1. DESCRIPTION
The work under this Item shall consist of the
satisfactory placement and removal of the temporary hay
bale barriers and silt fencing as indicated on the
contract drawings or as directed by the Engineer.
This Item shall not be limited to the above work but
shall include maintenance of all erosion control
structures, dust control, and temporary truck washes as
indicated on the Contract Drawings or as ordered by the
Engineer.
9.01.2. MATERIALS
Hay bales shall be rectangular shaped bales of hay or
straw, free from primary noxious weed seeds and rough
or woody material.
Wooden stakes a minimum of three feet (31) in length.
Stakes shall also be of sufficient strength to secure
hay bales in place during heavy rains.
Silt fence shall be composed of geotextile fabric as
manufactured by Mirafi or approved equal with sound
wooden stakes having a minimum length of three (31)
feet and spaced no greater than ten (101) feet apart.
Prefabricated units manufactured by Geofab, Envirofence
or approved equal can be used.
Stabilized construction entrance (Truck Wash) shall be
as indicated on the plan and shall be maintained on a
regular basis. Said truck wash shall be located at the
proposed entrance onto Airport Drive as indicated on
the Contract Drawings or as directed by the Engineer.
The stabilized construction entrance shall be ten (10)
feet wide by fifty (50) feet long minimum. The entire
area shall be covered with an acceptable filter fabric
which shall be covered with two (2) inch stone to a
minimum depth of six (6) inches.
9.01 - 1
ITEM 9.01 EROSION AND SEDIMENT CONTROL (CONT.)
9.01.3. CONSTRUCTION METHODS
Provide hay bales as required for the temporary control
of erosion and to stop silt and sediment from reaching
surface waters, adjacent properties, or entering catch
basins, or damaging the work.
Stake the hay bales to hold them firmly in place. Use
a sufficient number of bales to accommodate runoff
without causing any flooding and to adequately store
any silt, sediment, and debris reaching them.
Construct the stabilized construction entrance to the
lines and grades as indicated on the Contract Drawings
or as directed by the Engineer in conformance with the
appropriate detail.
Contractor is advised that regular maintenance of all
erosion control measures to insure their effectiveness
shall be considered an integral part of this Item.
9.01.4 METHOD OF MEASUREMENT
The work under this item shall be measured for payment
by the Lump Sum completion of all work as described
herein. The Lump Sum Price bid shall include all
materials, placement and maintenance of the erosion and
sedimentation control measures as indicated on the
Contract Drawings or as directed by the Engineer.
9.01.5 BASIS OF PAYMENT
The work under this Item shall be paid for at the
Contract Lump Sum Price bid for the completion of the
erosion and sedimentation control measures, which price
shall include all costs for labor, material, machinery,
tools, transportation, disposal, and any other items
necessary for or incidental to the satisfactory
completion of the Item.
9.01 - 2
ITEM 10.01 STORM SEWER PIPE, EXCAVATION, BEDDING AND BACKFILL
10.01.1. DESCRIPTION
The work under this Item shall consist of the
satisfactory excavation, bedding placement, compaction
and backfill of the proposed storm sewer pipe, and
regrading of the existing ditch, to the lines and
grades as indicated on the Contract Drawings or as
ordered by the Engineer.
The proposed reinforced concrete storm sewer pipe as
specified herein represents an extension of an existing
reinforced concrete pipe road crossing.
Any damage to said existing pipe -that may occur as the
result of Contractor's execution of this Item shall be
repaired or replaced by the Contractor at his own
expense to the satisfaction of the Engineer
10.01.2. MATERIALS
A. Reinforced Concrete Pipe:
All storm sewer pipe shall be Class IV reinforced
concrete in compliance with the provisions of the
current Standard specifications of the State of New
York Department of Transportation. Section 706-02.
All reinforced concrete pipe shall be manufactured
with tongue and groove or bell and spigot joints.
Each piece of reinforced concrete pipe shall be
marked with the specification number and the date
of manufacture.
All pipe shall be designed for H2O live loading.
All pipe shall be clearly marked with the
following:
1) Name of Producer
2) Project or Contract Number
3) Diameter and type (or class)
10.01 - 1
ITEM 10.01 STORM SEWER PIPE, EXCAVATION, BEDDING AND BACKFILL (Cont.)
B. Bedding
Bedding materials shall consist of crush stone
conforming to the material requirements of Section
703-02 Coarse Aggregates of the Standard
Specifications of the New York State Department of
Transportation. The stone shall be Size
Designation 2. Bedding shall be placed at a
minimum depth of six (6) inches below the bottom of
the pipe, and said material shall continue to the
top of the pipe.
C. Backfill:
Under this Item, run -of -bank gravel shall be a well
graded material, and shall contain no dimensions
greater than three (311) inches. A minimum of
twelve (12) inches of run -of -bank gravel shall be
placed above the top of the pipe. The remainder of
the trench shall be backfilled with suitable run -
of -trench material to the satisfaction of the
Engineer as indicated on the Contract Drawings.
Samples of the materials that the Contractor wishes
to use shall be delivered to the site at least five
days before it shall be used so that an inspection
may be able to be made by the Engineer and
appropriate tests shall be able to be done to check
for size distribution.
10.01 - 2
ITEM 10.01 STORM SEWER PIPE, EXCAVATION, BEDDING AND'BACKFILL (Cont.)
10.01.3. CONSTRUCTION METHODS
The Contractor shall be responsible for removing an
existing reinforced concrete flared end section, and
extending said existing reinforced concrete pipe as
specified herein. The existing reinforced concrete
flared end section shall be reinstalled as specified
under Item 11.01 herein. Any damage caused to said
reinforced concrete flared end section shall be
repaired or replaced by the Contractor at his own
expense to the satisfaction of the Engineer.
All excavated material shall be removed from the site
and disposed of by the Contractor at a disposal area
supplied by the Contractor at no additional cost to the
Owner.
No section or pieces of pavement/base or other
unsuitable materials shall be used for trench backfill
and all such material shall be kept separate from other
excavated materials.
Trench Excavation shall include the removal as
indicated or directed of all earth, disintegrated or
decomposed ledge rock, topsoil, sod and similar
materials which are sufficiently soft to permit removal
by normal earth excavation machinery and methods.
Trench excavation shall be made in conformity with the
requirements of the Contract Drawings or as ordered by
the Engineer.
Payment limits for Storm Sewer Pipe shall not exceed
two (21) feet plus the inside diameter of the pipe and
six (611) inches below the pipe.bottom:.as indicated on
the Contract Drawings, or as ordered by the Engineer.
10.01 - 3
ITEM 10.01 STORM SEWER PIPE, EXCAVATION, BEDDING AND BACKFILL (Cont.)
The Contractor shall furnish and employ such
staybracing, sheeting, shoring, pumps, etc. as may be
necessary for the proper completion of work, the
protection of property and the safety of the public,
employees of the Contractor, Local Public Agency,
Engineer and State; all in accordance with the current
regulations of the Applicable Safety Code and pertinent
local/state ordinances and regulations and as specified
elsewhere within the Contract Documents.
The Contractor shall notify the Engineer
after the excavation is completed. No masonry, pipe or
other material shall be placed in the excavated area
until the Engineer has approved the depth of excavation
and the character of the foundation material.
The Contractor shall at all times keep the excavation
free from water. The water shall be disposed of by the
Contractor to the satisfaction of the Engineer and in
accordance with the General Specifications and
applicable laws and regulations.
The Contractor shall provide all necessary pumps, darns,
drains, ditches, flumes, well points and other means
for excluding water, and for preventing the slopes from
sliding or caving. He shall satisfactorily remove all
water which interferes with the work. The Contractor
shall sufficiently dewater all trenches to completely
dry out and solidify the foundation below the bottom of
the pipe/structure to whatever depth is necessary below
the bottom of the pipe/structure to provide a firm,
solid, completely dry foundation on which to lay the
pipe or construct the structure.
The Contractor shall install all storm sewer pipe to
the specification set forth herein, and in accordance
with the Contract Details or as ordered by the
Engineer.
The flow of all sewers, drains, utility lines and water
courses met with shall be maintained and provided for
by the Contractor without damage or nuisance to other
parties. All connections shall be restored as ordered.
10.01 - 4
ITEM 10.01 STORM SEWER PIPE, EXCAVATION, BEDDING AND BACKFILL (Cant.)
Before any masonry is placed or any pipe is laid,
suitable drains shall be provided as needed and
maintained in order that the trench bottom shall be
free from water and sufficiently dry at all times. No
pipe shall be laid in water. Water shall not be
permitted to rise to•the level of the bottom of the
pipe until such time as it has been inspected as to
acceptability, bedded and the trench properly
backfilled. No masonry of any kind laid in cement
mortar shall be placed in water. No water shall be
allowed to flow over or rise upon fresh cement, and no
water shall be allowed to enter the pipe until such
time and under such conditions. as the Engineer shall
approve.
The Contractor shall provide and operate additional
pumps or drains at any place where the Engineer shall
deem them to be necessary.
Except as otherwise provided, no direct payment shall
be made for the work of dewatering as specified above.
or herein, but compensation for such work and all
expenses incidental thereto shall be considered as
having been included in the prices stipulated for this.
Item.
The site of the work will be cleaned of all rubbish and
surplus or unsuitable materials and promptly restored
to its original condition as backfilling proceeds and
work progresses. Pavements adjacent to the site of the
work shall be constantly swept so as to prevent
scarring of the pavement by scattered stones.
No separate payment shall be made for clean up.
Under improved surfaces and shoulders 'of streets,
roads, aprons, curbs and walks, final backfill material
shall be.placed in lifts not exceeding eight (8) inches
in depth and each lift compacted to ninety-five percent
(95%) Modified Proctor Density before the next lift is
placed in the trench.
10.01. - 5
ITEM 10.01 STORM SEWER PIPE, EXCAVATION, BEDDING AND BACKFILL (Cont.)
Material removed from the trench during excavation
maybe used for final backfill, provided, however, that
such material is free of sod, roots, spongy material,
pieces of pavement, frozen clumps, lumps or clods of
soil, mush, clay, cinders, slag, ashes, rubbish, rocks
or pieces of rock measuring more than one half (1/2)
cubic foot, and is acceptable to the Engineer. If
material excavated from the trench is not acceptable to
the Engineer, the trench shall be backfilled with a
good grade of run -of -bank gravel or other material
which has been approved by the Engineer. Regardless of
the type or kind of backfill used, specifications
relating to lifts and compaction shall be observed.
10.01.4 METHOD OF MEASUREMENT
The work under this Item shall be measured for payment
by the actual number of linear feet of correctly
installed storm sewer pipe of the type and size as
indicated on the Contract Drawings, including
excavation, bedding and backfill, as described herein,
or as directed by the Engineer.
10.01.5 BASIS OF PAYMENT
The work under this Item shall be paid for at the
Contract unit price bid per linear feet of correctly
installed storm sewer pipe of the type and size as.
indicated on the Contract Drawings, which price shall
include all costs for labor, material, machinery,
tools, transportation, disposal requirements, and any
other items necessary for or incidental to the
satisfactory completion of the= Item.
10.01 - 6
ITEM 11.01 PIPE END SECTIONS COMPLETE WITH LIGHT STONE FILL RIP -RAP
11.01.1 DESCRIPTION
The work under this item shall consist of the satisfactory
installation of reinforced concrete flared end sections
complete with light stone fill rip -rap placed at the
locations and elevations shown on the Contract Drawings.
11.01.2 MATERIALS
A. All storm sewer pipe shall be Class IV reinforced
concrete in compliance with the provisions of the
current Standard Specifications of the State of New
York Department of Transportation Section 706-02.
Contractor should note that the reinforced concrete
flared end section to be installed under this Item
shall be an existing unit as salvaged under previous
Item 10.01. herein.
Any damage to said reinforced concrete flared end
section shall be repaired or replaced by the
Contractor at his own expense to the satisfaction of
the Engineer.
B. Rip -rap shall be light stone fill as manufactured by
New York Trap Rock, Inc., or approved equal, and shall
conform to New York State Department of Transportation
Specification 620.03.
11.01.3 CONSTRUCTION METHODS
End sections shall be
device to the pipe as
end sections shall be
pipe invert. The end
stone fill rip rap as
and as follows:
connected with an approved coupling
shown on the Contract Drawings. The
set level with theelevation of the
sections shall be supported by light
detailed in the Contract Drawings
All rip -rap shall be installed to the lines, grades, and
locations as shown on the Contract Drawings in such a
manner that will conform to the following Specifications
unless otherwise ordered in writing by the Engineer:
A. where rip -rap is required to be keyed into the bottom
of the bank of channel, the Contractor shall excavate
the required trench to the depth indicated on the
Contract Plans and Drawings, and to a width not less
than the thickness of the rip -rap called for on the
Plans and Drawings related to this Contract.
ITEM 11.01 PIPE END SECTIONS COMPLETE WITH LIGHT STONE FILL RIP -RAP
(Cont.)
B. Stones shall be placed so that the dimension
approximately equal to the layer thickness is
perpendicular to the slope surface and that the weight
of the stone is carried by the underlying material and
not the adjacent stones. On slopes, the largest
stones shall be placed at the bottom of the slope..
Rip -rap shall be placed on slopes as called for on the
Contract Plans and Drawings.
C. Dry rip -rap shall be properly aligned and placed so as
to minimize void spaces between adjacent stones.
Spaces between the stones shall be filled with spalls
of suitable size.
D. Where required by the Engineer, or as called for on
the Contract Plans and Drawings, bedding material
shall be placed prior to placement of dry rip -rap.
Bedding material shall be placed on the prepared
surface in equal lifts, to the thickness called for on
the Plans and Drawings related to this Contract.
Bedding material shall be placed in a manner which
will not cause segregation of the particles.
Contamination of bedding material by natural soils or
other material which becomes contaminated or mixed
shall be removed, and replaced with uncontaminated
bedding material at no additional expense to the
Owner.
11.01.4 MEASUREMENT FOR.PAYMENT
The work under this Item shall be measured for payment by
the actual number -of reinforced concrete pipe flared end
sections complete with light stone fill rip rap placed as
described herein, to the satisfaction of the Engineer.
11.01.5 BASIS OF PAYMENT
The work under this Item shall be paid for at the
Contract Unit Price Bid for each correctly placed
reinforced concrete pipe flared end sections complete
with light stone fill rip rap, which price shall include
all costs for labor, material, machinery, tools,
transportation, disposal, and any other items necessary
for or incidental to the satisfactory completion of this
Item.
11.01 - 2
ITEM 12.01 SIGNAGE
12.01.1 GENERAL DESCRIPTION
This item shall consist of the satisfactory placement of
traffic signage as indicated on the Contract Drawings, or
as directed by the Engineer. All final, interim and
temporary signage shall be placed in conformance with the
New York State Manual of Uniform Traffic Control Devices.
12.01.2 MATERIALS
A. Sign structures, panels, supports, and hardware shall
conform to New York State Department of
Transportation Standard Specification No. 645. All
signs shall conform to the New York State Manual of
Uniform Traffic Control Devices, latest edition.
B. Handicap Parking signs shall conform to the most
recent ANSI Standards.
12.41.3 CONSTRUCTION METHODS
The Contractor shall be responsible for submitting Shop
Drawings to the Engineer for his approval prior to the
start of any construction operations. No material and/or
structure shall be installed prior to Engineer's approval
of the applicable Shop Drawings.
Traffic signs shall conform in materials and workmanship
to New York State Department of Transportation Standard
Specification Section 645 "Guide Signs, Traffic Signs and
Special Devices". All signs shall conform to the New
York State Manual of _Uniform Traffic Control Devices",
latest edition; and the Town of Wappinger Highway
Specifications. Sign types, dimensions, heights,
locations, etc. shall be as indicated on the Contract
Drawings, Details, oras ordered by the Engineer.
12.01 - 1
ITEM 12.01 SIGNAGE AND PAVEMENT STRIPING (Cont.)
12.0.1.4 METHOD OF MEASUREMENT
The work under this Item shall be measured for payment by
the Lump Sum completion of all work as described herein.
The Lump Sum Price bid shall include all materials,
placement and maintenance as indicated on the Contract
Drawings or as directed by the Engineer.
12.01.5 BASIS OF PAYMENT
The work under this Item shall be paid for at the
Contract Lump Sum Price bid for the completion of the
project signage, which price shall include all costs for
labor, material, machinery, tools, transportation,
disposal, and any other items necessary for or incidental
to the satisfactory completion of the Item.
PAGGI & MARTIN
Consulting Engineers & Land Surveyors
54-56 Main Street
Poughkeepsie, New. York 12601
914-471-7898
VIA FAX & CERTIFIED MAIL:
ADDENDUM NO. 1
CONTRACT DOCUMENTS AND SPECIFICATIONS
PHASE I
AIRPOJtT DRIVE RECREATION SITE
PROPOSED SOCCER FIELD AND SITE IMPROVEMENTS
TOWN OF W APPINGER
DUTCHESS COUNTY, NEW YORK
ADDENDUM NO. 1 DATE: JULY 12, 1995
BID OPENING DATE: JULY 24, 1995
Dear Contractor:
Please be advised that the Contract Documents and
Specifications for the above referenced project have been
revised as follows:
1. The "Estimated Quantity" under Item 5.01 as
indicated in the original Bid Proposal is
incorrect. The correct estimated quantity
should be 7,800 square yards rather than 5,700
square yards.
A revised Page BP -3 is enclosed for your use.
The revised form should be submitted with your
Bid in lieu of the original. form.
Any question or comments should be addressed to this office.
Joseph E. Paggi, jr,, P. E.
Sheet No. 1 of 2
Ernst Martin, Jr., P.F.., L.S. printed on recycled paper