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TOWN OF SOUTHOLD
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FAIRF.IEID, N.J.
MELVILLE, N.Y. RIVERHEAD, N.Y.
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SUFFOLK
COUNTY
NEW YORK
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CONTRACT AND SPECIFICATIONS
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INSTALLATION OF AN EXIT TRUCK _SCALE_
AT THE CUTCHOGU_LANDFI� JL
PROJECT- NO. S OI3'P 89-02
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TOW14 BOARD
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SUPERVISOR
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FRANCI'S J. 131�RPHY
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COUNCIL MEMBERS
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JEAN W.
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GEORGE L.
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RAYMOND W. EDNT;1RDS
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ATTORNEY
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CLERK
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JAMES A.
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JUDITH.
T. TERRY
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COMMISSIONER OF PUBLIC WORKS
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RAYMOND C. JACOBS
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MAY 1989
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4!iyof � , id CONSULTING ENGINEERS • ARCHITECTS - PLANNERS • SCIENTISTS • SURVEYORS
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FAIRF.IEID, N.J.
MELVILLE, N.Y. RIVERHEAD, N.Y.
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P HOLZMACHER, McLENDON & MURRELL, P.C.
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ENGINEERS. ARCHITECTS, SCIENTISTS. PLANNERS and SURVEYORS
INDEX
INSTALLATION OF AN EXIT TRUCK SCALE
AT THE CUTCHOGUE LANDFILL
SOHT 89-02
INDEX
,NOTICE TO BIDDERS
INFORMATION FOR BIDDERS
BUILDER'S RISK INSURANCE, INDEMNITY,
LIMITATION OF LIABILITY
PROPOSAL
QUALIFICATIONS OF BIDDERS
CONTRACT
GENERAL CONDITIONS
GENERAL SPECIFICATIONS
f DETAILED SPECIFICATIONS
SCOPE OF WORK
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SITE WORK - EXCAVATION, EARTHWORK,
BACKFILLING & GRADING
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SITE WORK - TOPSOIL SPREADING &
'j FINE GRADING
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,+ SITE WORK - SOIL PREPARATION & SEEDING
1
SITE WORK —PAVEMENT CONSTRUCTION
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11
CONCRETE
'f> STEEL REINFORCEMENT
5, PORTLAND CEMENT CONCRETE CURB
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S-OHT 89-02 I - 1 of 2
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PAGE
DESIGNATION
I - 2 pages
NB - 1 page
IB - 7 pages
BRI
- 1
page
P -A - P -D
- 5
pages
QB
- 1
page
C
- 28
pages
GC
- 12
pages
GS
- 7
pages
SOW - 2 pages
EEB&G - 7 pages
TS&FG
- 2
pages
SP&S -
5.pages
PVT -
10
pages
C -
22
pages
SR -
5
pages
PCCC -
A
pages
GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
INDEX (CONT'D.)
I -. 2 of 2
PAGE
DESIGNATION
STRUCTURAL STEEL & MISCELLANEOUS METALWORK
SS&MM
- 14
pages
SURFACE FINISH - PAINTING
SF -P
- 6
pages
TRUCK SCALE
TRS
- 5
pages
ELECTRICAL WORK
EW
- 5
pages
CORRUGATED BEAM GUIDE RAIL
CBGR
- 2
pages
METHOD OF PAYMENT
MOP
- 1
page
I -. 2 of 2
P HOLZMACHER, McLENDON & MURRELL, P.C.
112A GROU
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
NOTICE TO BIDDERS
Sealed proposals for.the Installation of an Exit Truck Scale
at the Cutchogue Landfill for the Town of Southold will be
received by the Town Clerk of -"the Town of Southold at the Town
Hall, 53095 Main Road, Southold, New York, until 11:00 A.M.,
prevailing time, on Thursday, May 25, 1989, at which time and
place they will be publicly opened and read aloud.
Plans and Specifications may be examined.and obtained at the
following offices between the hours of 9:00 A.M. and 4:00 P.M.
daily except Saturdays, Sundays and holidays:
Town Clerk Holzmacher, McLendon & Murrell, P.C.
Town of Southold 575 Broad Hollow Road
53095 Main Road Melville, New York 11747
Southold, NY 11971
A deposit of Twenty -Five Dollars ($25.00), payable to the
Town of Southold, will be required for each copy of the Contract
documents. Deposits will be returned to all bidders upon return
of documents in good condition within ten (10) days following
opening of bids.
Each proposal must be submitted on the form provided, .and
must be accompanied by bid surety as stated in the Information
for Bidders.
r
The Town of Southold reserves the right to reject any and
all bids.
Judith T. Terry
Town Clerk
Town of Southold
DATED: MAY 5, 1989
SOHT 89-02 NB - 1
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P HOLZMACHER, McLENDON & MURRELL, P.C.
1-i?JN GROU
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
INFORMATION FOR BIDDERS
BIDS FOR PROJECT
The Town of Southold.will receive SEALED PROPOSALS for the
INSTALLATION OF AN EXIT TRUCK SCALE AT THE CUTCHOGUE LANDFILL.
TIME AND PLACE OF BID
Bids are to be submitted in opaque envelopes and will be
received by the Town of Southold at.the Town Hall, 53095 Main
Road, Southold, New York, not later than .11:00 AM, prevailing
time, on Thursday, May 25, 1989, at which time and place they
will be publicly opened and read aloud. Use of the mails shall
be at the bidder's own risk, and the bidder shall be responsible
for physical delivery of the bid at the time and place set for
opening of bids.
BID ENVELOPE
All proposals and either the certified check or bid bond
must be placed in a sealed envelope bearing the bidder's firm
name and address, marked "INSTALLATION OF AN EXIT TRUCK SCALE AT
THE CUTCHOGUE LANDFILL, Town of Southold, Suffolk County, New
York", but otherwise unmarked. If mailed, this envelope shall be
placed in another envelope addressed to Town Clerk Judith T.
Terry, Town of Southold, Town Hall, 53095 Main Road, Southold,
New York 11971. Use of the mails is at the bidder's risk.
SPECIFICATION DEPOSITS
(a) Deposits for specifications will be completely refunded
to bidders who return same in good condition within ten (10) days
after receipt of bids. Bidders will receive one-half of the de-
posit amount for specifications returned after ten (10) days and
before thirty (30) days following the bid date.
(b) Deposits for specifications will be completely refunded
to non -bidders who return same in good condition within 48 hours
of receipt of said specifications. Non -bidders will receive one-
half the deposit amount for specifications returned in good con-
dition within ten (10) days following the bid date. No deposit
for specifications will be refunded to non -bidders after ten (10)
days following the bid date.
SOHT 89-02
IB -1
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P HOLZMACHER, McLENDON & MURRELL, P.C.
112A GROU
ENGINEERS. ARCHITECTS, SCIENTISTS. PLANNERS and SURVEYORS
INFORMATION FOR BIDDERS (CONTID.)
SPECIFICATIONS
Complete sets of' specifications for the inspection of
prospective bidders will be found on file with the Town Clerk,
Town of Southold, 53095 Main Road, Southold, New York, and at the
office of Holzmacher, McLendon & Murrell, P.C., Consulting Engi-
neers, 575 Broad Hollow Road, Melville, New York.
All contractors must leave their names, phone numbers and
correct mailing addresses upon receipt of the specifications.
Should the need arise, this address will be utilized to mail ad-
dendums or other correspondence.
VERBAL ANSWERS
The Town, its agents, servants or employees, and the Engi-
neer will not be responsible in any manner for verbal answers to
any inquiries regarding the meaning of the Contract Specifica-
tions given prior to the awarding of the Contract.
EXAMINATION OF SITE
Bidders must satisfy themselves by personal examination of
the location of the proposed work and of the actual conditions
and requirements of the work, and shall not, at any time after
the submission of a proposal, dispute or complain of such esti-
mate or assert there was any misunderstanding in regard' to the
scope of work.
The contractor shall inspect the site and existing condi-
tions before submitting his bid.
PROPOSAL
The form of proposal contained herein shall be used in
making out bids. Any proposal not in accordance with these
instructions, -or -containing bids not asked for, may be rejected.
On those items in this Contract for which there is a stated
maximum and/or minimum allowable bid price, each bidder shall be
responsible for making sure that his bid falls within the stated
limits. When the price bid is lower than the minimum allowed,
the bid price will be adjusted upward to the minimum allowable
IB - 2
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GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
INFORMATION FOR BIDDERS (CONT'D.)
price; and when the price bid is higher than the maximum allowed,
the bid price will be adjusted downward to the maximum allowable
price.
As the estimates of quantities of items stated in the pro-
posal are approximate only, bidders are required to submit their
proposals upon and in the_ following express conditions, which
shall apply and become a part of every proposal received.
Each bidder shall fill out, in ink, in both words and fig-
ures, in the spaces provided, his unit or lump sum bid, as the
case may be, for each item in said Form of Proposal for which he
is submitting a bid.
No bid will be considered which does not include bids for
all items in the proposal, including time of completion
If the bid is not accepted by the Town within forty-five
(45) days after the receipt of bids, the obligation of the bidder
under this proposal may terminate at his option, and he shall
thereupon be entitled to a refund of his certified check or
release of his bid bond furnished by him as security with his
proposal.
BID BOND OR CERTIFIED CHECK
Each proposal from a contractor shall be accompanied by a
bid bond or certified check on a solvent bank of the State of New
York, in the amount of five percent (5%) of the total bid. Such
check shall be made payable to Francis J. Murphy, Supervisor,
Town of Southold, New York, and the amount thereof shall be the
measure of liquidated damages which the Town will sustain by the
failure, neglect or refusal of the bidder to execute and deliver
the Contract, should the Contract be awarded to him. The checks
of all unsuccessful bidders will be returned upon the rejection
of bids and the execution of the Contract by the parties. Also,
the check of the successful bidder will be returned upon the
execution of the Contract and the furnishing 'of the required
bond.
NAME OF BIDDER
Each bidder must state in his proposal his full name and
business address, and the full name of every person, firm or
corporation interested in the same, and the address of every
person or firm or president and secretary of every corporation
IB - 3
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1H2Al GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS, SCIENTISTS. PLANNERS and SURVEYORS
INFORMATION FOR BIDDERS (CONT'D.)
interested with him. If no other person be so interested, he
must distinctly state that fact, and that his proposal is made
without any connection directly or indirectly with any other
bidder for the work particularly mentioned in his proposal; that
it is in all respects without fraud or collusion, and that no
person acting for or employed by the Town is directly or
indirectly interested therein, or in the supplies of work to
which it relates, or in any portion of the prospective profits
thereof.
QUALIFICATIONS OF BIDDERS
(1) The Town reserves the right to waive any informalities
in, or reject, any and all bids. The Town reserves the right to
reject any and all bids which do not conform to the proposals, or
upon which the bidders do, not comply with the requirements of the
Town as to their qualifications.
(2) All bidders must prove to the satisfaction of the Town
that they are reputable, reliable and responsible, and that they
possess the necessary qualifications to successfully deliver the
proposed equipment, and that they have performed and completed
successfully similar work to an extent which, in the opinion of
the Town, will qualify them by experience to perform the work
which is proposed.
(3) In determining the qualifications of a bidder, the Town
will consider his record in the performance of any contracts
entered into by him for the work contemplated or of similar
nature, may make such investigation as it deems necessary to
determine the ability of the bidder to perform the work, and the
bidder shall furnish to the Town all such information and data
for this purpose as the Town may request.
(4) The Town shall be the sole judge of the qualifications
of the bidders and of the merits thereof, and reserves the right
to reject any bid if the record of the bidder in the performance
of contracts, payment of bills and meeting of obligations to sub-
contractors, material men or employees is not satisfactory to the
Town, or if the evidence submitted by or the investigation of
such bidders fails to satisfy the Town that he is properly quali-
fied to carry out the obligations of the contract and to complete
the work contemplated therein.
(5) The Contract award will be made to the lowest respon-
sive, responsible bidder, in accordance with New York State Gen-
eral Municipal Law, Section.103.
.IB - 4
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■ ILJA GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
INFORMATION FOR BIDDERS (CONT'D.)
PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND
Simultaneously with his delivery of the executed contract,
the successful bidder must deliver to the Town executed bonds in
the amount of'one hundred percent (100%) of the accepted bid as a
security for the faithful performance of his contract and for the
payment of all persons performing labor or furnishing materials
in connection therewith, prepared on the Standard Form of Bond of
American Institute of Architects A-311, and having as surety
thereon such surety company or companies as are acceptable to the
Town and as are authorized to transact business in the State of
New York.
SIGNATURE OF CONTRACTOR
The bidder to whom a contract may be awarded shall attend at
the office of the Town, with the sureties offered by him, within
seven (7) days after the date of notification by mail of the
acceptance of his proposal, and there sign the contract in quad-
ruplicate for the work.
In case of failure to do so, the bidder shall be considered
as having abandoned the same, and the check accompanying his
proposal shall be forfeited to the Town, or the penalty of the
bid bond shall be invoked.
CONTRACTOR'S INSURANCE
The contractor shall not commence any work until he has
obtained and had approved by the Town all of the insurance
specified and required in the contract.
WAIVER OF IMMUNITY
The bidder's attention is hereby directed to the require-
ments of the General Municipal Law of the State of New York and,
in particular, to Section 103-a of the General Municipal Law
regarding "Waiver of Immunity", as indicated on Page C-8 of the
contract.
RESPONSIBILITY FOR BIDDER
Attention is hereby particularly directed to the provisions
of the contract whereby the contractor will be responsible for
IB - 5
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GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS, SCIENTISTS. PLANNERS and SURVEYORS
INFORMATION FOR BIDDERS (CONT'D.)
any loss or damage that may occur to the material or any part
thereof during its delivery; and also whereby the contractor
shall make good any defects or faults due to materials or work-
manship within twelve (12) months after its delivery, placement
and acceptance.
In order to secure the performance of the covenant of the
contractor, the Town shall require a Maintenance Bond during the
period of one (1) year from the date of the Engineer's final
payment request.
Work is required to be completed to the satisfaction of the
Engineer and in substantial accordance with the specifications
hereunto annexed.
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
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 220-2231 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)
3. 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)
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 220.3-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 be 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))
7. (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).
IB - 7 (1 of 28)
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 Campus, Albany, New York 12240.
The prime contractor is responsible for any underpayments of prevailing wages or
supplements by its subcontractors.
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, S.Hourly wage rate paid, S.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 (9-88)...
IB - 7 (2 of 28)
(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 on 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.
i
DEBARMENT: When final determinations have been made against a contractor or subcontractor
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 19 (9-88)...
IB - 7 (3 of 28)
docm: letter2b
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OVERTIME and HOLIDAY INFORMATION
5/31/87
OVERTIME
( 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.
( B1 ) Time and one half for the 9th & 10th hour per day & 1st 8 hours on Saturday
double the hourly rate all additional hours.
( C ) Double the hourly rate after 7 hours per day.
( CC&C1) Double the hourly rate after 7 and one half hours per day.
( D ) Double the hourly rate after 8 hours per day.
( D1 )Double the hourly rate after 9 hours per day.
( E ) Time and one half of the hourly rate on Saturday.
( E1 )Time and one half 1st 4 hours.on Saturday, double the hourly rate
all additional Saturday hours.
( E2 )Saturday may be used as a make-up day at straight time when a day
is lost during that week due to inclement weather.
( E3 )Between Nov. 1st and March 3rd Saturday may be used as a make-up day
at straight time when a day is lost during that week due to
inclement weather, provided a given employee has worked between
16 and 32 hours that week.
( E4 )Saturday and Sunday may be used as a make-up day at straight time
when a day is lost during that week dur to inclement weather.
( F ) Time and one half of the hourly rate on Saturday and Sunday.
( G ) Time and one half of the hourly rate on Saturday and Holidays.
( H ) Time and one half of the hourly rate on Saturday, Sunday and Holidays.
( I ) Time and one half of the hourly rate on Sunday.
( J ) Time and one half of the hourly rate on Sunday and Holidays.
( K ) Time and one half of the hourly rate on Holidays.
( L ) Double the hourly rate on Saturday.
( M ) Double the hourly rate on Saturday and Sunday.
( N ) Double the hourly rate on Saturday and Holidays.
( 0 ) Double the hourly rate on Saturday, Sunday and Holidays.
( P ) Double the hourly rate on Sunday.
( 0 ) 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 benefits on all overtime hours.
NOTE; BENEFITS are PER HOUR WORKED, for each hour worked, unless otherwise noted.
Sec220:Para 2. 'Each contract.... shall contain a stipulation that no laborer,
workman or mechanic.... shall be permitted or required to work more than eight hours
in any one calander day or work more than five days in any one week except in case of
extraodinary emergency.... Whenever such an 'EMERGENCY DISPENSATION'(emphasis added)
is granted, all work in excess of eight hours per day, and five days per week shall be
considered overtime work... and ... shall be paid a premium wage commensurate with the
premium wages prevailing in the area in which the work is performed.'
HOLIDAYS
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 Day.
( 6 ) New Years Day, Thanksgiving Day and Christmas Day.
( 7 ) Lincoln'S Birthday, Washington's Birthday and Veterans Day.
( 8 ) Good Friday.
( 9 ) Lincoln's Birthday.
( 10 ) Washington's Birthday.
( 11 ) Columbus Day.
( 12 ) Election Day.
( 13 ) Presidential Election Day.
( 14 ) 1/2 Day on Presidential Election Day.
( 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 ) New Years Day.
( 22 ) Christmas Day.
( 23 ) Day before Christmas.
( 24 ) Day before New Years.
( 25 ) Presidents Day.
( 26 ) Martin Luther King, Jr. Day.
PW -201 (7-85) docm: letter2c
IB - 7 (4 of 28)
•
NOTICE of ADDENDUM
APPLICABLE TO ALL COUNTIES
( ' ) AS NOTED ON PREVAILING RATE SCHEDULES PAGES.
The law requires that for those labor contracts which are not negotiated before
May 31, the date for publication of the annual determination, the new collective
bargaining information will be incorporated into the prevailing rate schedule
by means of an addendum. This addendum will be issued by the Bureau of P ublic Work
for those schedules where the available information is incomplete as of May 31.
When you review the schedule for particular occupations, your attention should
be directed to the dates above the column of rates. These dates are the effective
dates of the latest collective bargining agreements for that occupation.
The rates listed in that column were taken from those agreements and will remain
in effect until the following June 30th. The only exception is for those collective
bargining agreements which expired after May 31st. In those cases
the Commissioner will publish an addendum to include the new rates determined
for those occupations. These new rates will become effective 30 days after
the addendum is received by the contractor.
It is the responsibility of the contracting agency or its agent to Provide
the addendum prevailing rate schedule to the contractor immediately upon
receipt to insure the proper payment of wages to workers.
To repeat, if the schedule indicates that a collective bargining agreement
expires or where information was not available at the time
of publication you should be aware that an addendum will be published and copy
of the addendum should be requested. Failure to do so may cause an improper rate
to be used and result in the finding of an underpayment.
PW -202 (5-87) docm: letterd
IB - 7 (5 of 28)
r,
VERIFYING THE REGISTRATION OF APPRENTICES
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 Frank R. Finn, Sr, Employment Consultant,
New York State Department of Labor, Job Service and Training Division,
Building 12, Room 140, State Office Building Campus, Albany, New York 12240.
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.
i
• PW - 203 (4-66) docm: letter2e
IB - 7 (6 of 28)
N
BOILERMAKER
PREVAILING RATE SCHEDULE
( )See
NOTICE PAGE ATTACHED
9/01/87-
State of New York
9/01/89-
Case Number
Bureau of
8/31/89
Department of Labor
Boilermaker..........
$ 24.50
Public Work
26.40
OVERTIME PAY: New Work
8902715
OVERTIME PAY: Repair
Work See (B4O) on
OVERTIME PAGE
attached.
6b-7/01/88 thru 6/30/89
PAID HOLIDAYS: See
( 8,16,23,24) on HOLIDAY
PAGE attached.
ALLOWABLE RATIO: Apprentice(s)
Published -09/02/88
( 1 - 5
) ( 1 - 10 )
SUFFOLK COUNTY
) year terms at the
following percentage of Journeyman's
•Page
1st 2nd 3rd
4th. 5th.
6th, 7th,
8th.
1
60% 65% 70%
ASBESTOS WORKER
85% 90%
100%
,SUPPLEMENTAL BENEFITS:(per
hour worked)
WAGES(per hour)
1/01/88- 7/01/88-
1/01/89-
7/01/89
8%
8%
6/30/88 12/31/88
6/30/89
12/31/89
15%
Asbestos
Apprentice Training...
.10
.10
.10
'Worker .............
$
21.97 Additional
Additional Additional
OVERTIME PAY: See (
C. 0
) on OVERTIME PAGE attached.
20%
Listed supplements
PAID HOLIDAYS: See
( 1 )
on HOLIDAY PAGE attached.
GLAZIER
SUPPLEMENTALB N F
TS:(per hour worked)
WAGES(per hour)
7/01/88-
1/01/89-
Health/welfare.......
2.64 1.00 to
1.00 to
1.00 to
6/30/89
Pension ...............
6/30/90
1.56 allotted at
allotted
at allotted at
Additional
Annuity
OVERTIME PAY: See (
5.00 a later
a later
a later
...............
Vacation ..............
( 1 ) on HOLIDAY PAGE attached.
2.50 date
date
date
hour worked)
Listed supplements
apply
to ALL classifications ( x )Yes
( )No.
8-12
BOILERMAKER
WAGES(per hour)
9/01/87-
9/01/88-
9/01/89-
8/31/88
8/31/89
8/31/90
Boilermaker..........
$ 24.50
25.00
26.40
OVERTIME PAY: New Work
See ( C,0 ) on OVERTIME PAGE attached.
OVERTIME PAY: Repair
Work See (B4O) 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, 7th,
8th.
60% 65% 70%
,75% 80%
85% 90%
100%
,SUPPLEMENTAL BENEFITS:(per
hour worked)
Health/welfare ........
$ 8%
8%
8%
Pension ...............
11%
14%
15%
Apprentice Training...
.10
.10
.10
Vacation ..............
7%
7%
7%
Annuity ...............
17 %
19%
20%
Listed supplements
apply to A" classifications
( x )Yes ( )No.
4-5
GLAZIER
WAGES(per hour)
7/01/88-
1/01/89-
7/01/89-
1/01/90-
12/31/88
6/30/89
12/31/89
6/30/90
Glazier ..............
$ 20.70
Additional
Additional
Additional
OVERTIME PAY: See (
C, 0 ) on OVERTIME
PAGE attached.
PAID HOLIDAYS: See
( 1 ) on HOLIDAY PAGE attached.
SUPPLEMENTAL BENEFITS:(per
hour worked)
Health/welfare ........
$ 2.48
.65 to be
1.00 to be
..80 to be
Pension ................
1.26
allotted
allotted
allotted
Apprentice Training...
.03
at a
at a
at a
Vacation ..............
2.00
later
later
later
Annuity ...............
4.75
date.
date
date
Listed supplements
apply to ALL classifications
( x )Yes
( )No.
8-1087
IB - 7 (7 of 28)
•
•
State of New York
Department of Labor
CARPENTER
WAGES(per hour)
PREVAILING RATE SCHEDULE
( ' )See NOTICE PAGE ATTACHED
Case Number Bureau of
Public Work
_ 8902715
6b-7/01/88 thru 6/30/89
Published -09/02/88
SUFFOLK COUNTY
9/01/86-
8/30/87
Building:
Draper ............... $ 14.26
OVERTIME PAY: See ( A, E, P, S ) on OVERTIME PAGE attached.
PAID HOLIDAYS: See ( 5,6,9,10,11,12) on HOLIDAY PAGE attached.
SUPPLEMENTAL BENEFITS:(per hour worked)
Health/Welfare........$ 1.46
Pension ............... 6 %
Listed supplements apply to ALL classifications ( x )Yes ( )No
WAGES(per hour) 7/01/87-
6/30/88
Building:
Carpet/Resilient
Floor Coverer...... $ 21.66
7/01/88- 7/01/89-
6/30/89 6/30/90
22.66 23.66
8-440
Page 2
OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached.
PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached.
ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 7 )
APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage.
Indentured after 7/01/84 1st. 2nd. 3rd. 4th.
40% 50% 65% 80%
SUPPLEMENTAL BENEFITS:(per hour worked) - See below. 8-2241/2287
------------------------------
WAGES(per hour) 7/01/87- 7/01/88- 7/01/89-
6/30/88 6/30/89 6/30/90
Building:
Millwright........... 19.79 20.29 20.79
OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached.
PAID HOLIDAYS: See ( 1 ) 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. 2nd, 3rd. 4th.
55% 65% 75% 95T -
SUPPLEMENTAL
5%SUPPL MENTA B NEFI !:(per hour worked)
Health/Welfare....... 2.67 2.87 3.10
Pension ............... 2.59 2.84 3.09
Annuity ............... 3.79 4.31 4.83
Apprentice Training... .17 .20 .20
Vacation .............. 2.82 3.12 3.42
Listed supplements apply to ALL classifications ( x )Yes ( )No. 8-740
------------------------------
WAGES(per hour) 7/01/87- 7/01/88- 7/01/89-
6/30/88 6/30/89 6/30/90
Piledriver........... 21.66 22.66 23.66
Dockbuilder.......... 21.65 22.66 23.66
OVERTIME PAY: See ( D, 0 ) on OVERTIME PAGE attached.
PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached.
ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 7 )
APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage.
Indentured After 1st. 2nd. 3rd. 4th.
7/01/84 40% 50% 65% 80%
SUPPLEMENTAL BENEFITS:(per hour worked - See below. 8-1456
IB - 7 (8 of 28)
PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED
State of New York Case Number Bureau of
Department of Labor 8902715 Public Work
6b-7/01/88 thru 6/30/89
Published -09/02/88
SUFFOLK COUNTY
Page 3
Carpenter (cont)
WAGES(per hour) 7/01/87- 7/01/88- 7/01/89
6/30/88 6/30/89 6/30/90
Marine Construction:
Marine Diver ......... $ 25.75 26.98 28.21
Tender.... 20.02 20.93 21.84
OVERTIME PAY: See ( D, 0 ) on OVERTIME PAGE attached.
PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached.
SUPPLEMENTAL BENEFITS:(per hour worked - See below. 8-1456/0
=-----------------------------
WAGES(per hour) 7/01/87- 7/01/88- 7/01/89-
6/30/88 6/30/89 6/30/90
Timberman .........$ 20.10 21.01 21.92
OVERTIME PAY: See ( D, 0 ) on OVERTIME PAGE attached.
PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached.
ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 7 )
APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage.
Indentured After 1st. 2nd. 3rd, 4th.
7/01/84 40% 50% 65% 80%
SUPPLEMENTAL BENEFITS:(per hour worked - See below. 8-1536h
The following Supplemental
Benefits apply
to the
preceding Carpenter
categories and/or occupational
titles unless otherwise noted.
SUPPLEMENTAL BENEFITS:(per
hour worked)
for ALL Categories Except
1st 8 2nd Year Apprentices
Health/Welfare ........ $
2.67
2.87
3.10
Pension ...............
2.59
2.84
3.09
Annuity ...............
1.65
1.75
1.85
Apprentice Training....17
.20
.20
Vacation ..............
1.80
1.95
2.10
Pension Ins. Fund....
.14
.13
.13
SUPPLEMENTAL BENEFITS:(per
hour worked)
for 1st & 2nd Year
Apprentices indentured
after July 1,1984
Health/Welfare ........ $
2.67
2.87
3.10
Pension ...............
1.30
1.42
1.55
Annuity ...............
.83
.88
.93
Apprentice Training...
.17
.20
.20
Vacation ..............
.90
.98
1.05
Pension Ins. Fund.....
.14
.13
.13
Listed supplements apply to
ALL classifications
( x )Yes ( )No.
IB 7 (9 of 28)
8-nyc/supp
•
PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED
State of New York Case Number Bureau of
Department of Labor 8902715 Public Work
6b-7/01/88 thru 6/30/89
Published -09/02/88
SUFFOLK COUNTY
Page 4
Carpenter (cont.)
WAG S(per hour) 7/01/88- 7/01/89-
6/30/89 6/30/90
Building:
Carpenter............ $ 22.50 23.50
Heavy/Highway:
Carpenter............ $ 22.55 23.55
OVERTIME PAY: See ( C ) on OVERTIME PAGE attached.
PAID HOLIDAYS:`See ( 1 ) on HOLIDAY PAGE attached.
ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 5 )
APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage.
1st 2nd. 3rd, 4th,
40% 55% 65% 80%
SUPPLEMENTAL BENEFITS:(per hour worked)
Health/Welfare........ $ 2.46.2.46 2.46.2.46
Pension ............... 2.23.1.115 2.28.1.14
Apprentice Training... .15' .075 .15' .075
Vacation .............. 1.80• .90 1.90• .95
Annuity ............... 2.00.1.00 2.45.1.225
Scholarship Fund...... . 01* .005 .01- .005
Listed supplements apply to ALL classifications ( )Yes ( x )No.
(1)1st. 8 2nd. term Apprentice Benefits in second column, all others full benefits.
4-SUF
ELEVATOR
WAGES (per hour)
7/01/87-
7/01/88-
7/01/89-
6/30/88
6/30/89
6/30/90
Elevator Constructor ... $
22.82
23.70
24.58
' " Helper..
17.12
17.73
18..44
Elev. (Modernization)..
19.55'
20.56'
21.57•
' Helper..
14.66'
15.42'
16.18'
OVERTIME PAY:CONSTR.See
( C,M,T ) on
OVERTIME PAGE attached.
OVERTIME PAY:MODERN.See
( B,F,S ) on
OVERTIME PAGE attached.
PAID HOLIDAYS: See (5,6,7,11,12) on HOLIDAY
PAGE attached.
SUPPLEMENTAL BENEFITS:(per hour worked)
Health/Welfare ........ $
2095'2.095
2.245.2.245
2.395.2.395
Pension ...............
1..69 -1.69
1.79 •1.79
1.89 •1.89
Annuity ................
1.40 11.25
1.40 •1.25
1.40 -1.25
Listed supplements apply
to ALL classifications
( )Yes
( x )No.
(*)'Modernization' supplements appear
in second column.
B-1
1B - 7 (10 of 28)
IB - 7 (11 of 28 )
PREVAILING RATE SCHEDULE
( )See NOTICE PAGE ATTACHED
State of New York Case Number
WAGES(per hour) 5/01/87- 10/31/87-
Bureau of
10/29/68-
Department of Labor
10/30/87 4/29/88
Public Work
4/30/89
8902715
Electrician
6b-7/01/88
thru 6/30/89
19.66
OVERTIME PAY: See ( B, G, P ) on OVERTIME PAGE attached.
Published -09/02/88
SUFFOLK COUNTY
PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached.
Page 5
ELECTRICIAN
ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 1 ) (
2 - 2 ) ( 3
- 3 )
WAGES(per hour) 5/02/87- 10/31/87-
4/30/88-
10/29/88-
10/30/87 4/29/88
10/28/88
4/28/89
Electrician.......... $ 23.40 23.95
24.50
25.05
Audio/Sound.......... 23.40 23.95
24.50
25.05
OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached.
9.5X'=X
9.5X'=X
PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached.
8.5X•=%
8.5X'=%
ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 1 ) (
2 - 4 ) (
3 - 7 )
APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage.
9X'=%
tet 2nd 3rd. 4th.
Vacation and Holidays. 8.5%'=% 8.5%'=%
8.5X'=%
35% 45% 55% 65%
Listed supplements apply to ALL classifications ( )Yes
*Apprentice Benefits appear in second column.
( x )No
4-25m
SUPPLEMENTALBENEFITS:(per hour worked)
Health/welfare........$ 11.5 % 11.5%
12.0%
12.0%
Pension............... 7.5 % 7.5%
7.5%
7.5%
Suppl.Unemploy.Benefit .25 .25
.25
.25
Apprentice Training... .12 .12
.12
.12
Annuity............... 11.5 X' 11.5%'
11.5X'
11.5X'
Benefit Fund.......... 3.0% 3.0%
3.0%
3.0%
Vacation and Holiday.. 9.5 % 9.5%
9.5%
9.5%
Listed supplements apply to ALL classifications ( )Yes
( x )No.
'Note: 1st. Term (only) Apprentice NOT included in Annuity Fund Benefit. 4-25
------------------------------
WAGES(per hour) 5/01/88- 5/01/89-
5/01/90-
4/30/89 4/30/90
4/30/91
Telephone
Installer/Repairman $ 18.84 19.40
20.00
OVERTIME PAY: See ( B, E, 0 ) on OVERTIME PAGE attached.
PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached.
ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 1 ) (
2 - 2 )
APPRENTICES: ( 1 ) year terms at the following wage.
1st. 2nd. 3rd. 4th.
6.06 7.04 9.44 10.85 from 5/01/87 to 4/30/88
SUPPLEMENTAL BENEFITS:(per hour worked)
Health/welfare........$ 10.5% 10.5%
10.5%
Pension... 7.5% 7.5%
7.5%
Apprentice Training... 5/8% 5/8%
5/8%
Annuity............... 12 % 12 %
12%
Benefit Fund.......... 3 % 3 %
3%
Vacation and Holiday.. 9.5% 9.5%
9.5%
Listed supplements apply to ALL classifications ( x )Yes
------------------------------
( )No.
4 -25t
IB - 7 (11 of 28 )
Applicable on maintanence of traffic signals and street
lighting only.
WAGES(per hour) 5/01/87- 10/31/87-
4/30/88-
10/29/68-
10/30/87 4/29/88
10/28/88
4/30/89
Electrician
(Traffic/Street)..... 18.38 18.80
19.23
19.66
OVERTIME PAY: See ( B, G, P ) on OVERTIME PAGE attached.
PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached.
ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 1 ) (
2 - 2 ) ( 3
- 3 )
APPRENTICES: ( 1 ) year terms at the following percentage
of Journeyman's wage.
1st. 2nd. 3rd. 4th.
40% 50% 60% 80%
SUPPLEMENTAL BENEFITS:(per hour worked)
Health/Welfare........$ 9 %*=% 9.5%'=X
9.5X'=X
9.5X'=X
Pension ............... 8.5X'=% 8.5X'=%
8.5X•=%
8.5X'=%
Apprentice Training... 1/2%'=% 1/2X'=%
1/2X'=%
1/2X'=%
Annuity ............... 9%'=% 9X'=%
9X'=%
9X'=%
Vacation and Holidays. 8.5%'=% 8.5%'=%
8.5X'=%
8.5X'=%
Listed supplements apply to ALL classifications ( )Yes
*Apprentice Benefits appear in second column.
( x )No
4-25m
IB - 7 (11 of 28 )
PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED
State of New York Case Number Bureau of
Department of Labor 8902715 Public Work
6b-7/01/88 thru 6/30/89
Published -09/02/88
SUFFOLK COUNTY
Page 6
IB - 7 (12 of 28)
IRONWORKER
WAG S(per hour) 7/04/88- 1/01/89-
7/01/89-
1/01/90-
12/31/88 6/30/89
12/31/89
6/30/90
Structural........... $ 20.10 Additional
Additional
Additional
Riggers .............. 20.10 1.15 to be
1.25 to be
1.25 to be
Machinery Movers...... 20.10 allotted
allotted
allotted
° Erectors.... 20.10 at a
at a
at a
OVERTIME PAY: See ( B, E, 0 ) on OVERTIME PAGE attached.
PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached.
ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 10 )
APPRENTICES: ( 1/2 ) year terms at the following wage.
1st. 2nd. 3rd. 4th, 5th. 6th.
10.89 11.49 11.49 12.10 12.10 12.10
SUPPLEMENTAL BENEFITS:(per hour worked)
Health/Welfare........ $ 2.00.2.00 later
later
later
Pension ............... 3.55.3.55 date
date
date.
Apprentice Training... .281 .28
Vacation .............. 4.45.2.95
Annuity ............... 5.90.2.95
Benefit Fund.......... 2.25.1.70
Listed supplements apply to ALL classifications ( )Yes
( x )No.
(')Apprentice supplements appear in second column.
------------------------------
B-40/361
WAGES(per hour) 7/01/87-
6/30/88
Reinforcing.......... 21.95
OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached.
PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached.
ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 5 )
APPRENTICES: ( 1. ) year terms at the following percentage of Journeyman's
wage.
1st. 2nd. 3rd,
50% 75% 85%
SUPPLEMENTAL BENEFITS:(per hour worked)
Health/Welfare........ $ 1.755.1.755
Pension... .... .985• .985
Apprentice Training... .081 .08
Vacation .............. 2.00' none
Annuity.. ..... 3.501 none
Scholarship Fund...... .04• .04
Listed supplements apply to ALL classifications ( )Yes
( x )No.
(') Apprentice supplements appear in second column.
------------------------------
8-46
WAGES(per hour) 7/01/88- 1/01/89-
7/01/89-
1/01/90-
12/31/88 6/30/89
12/31/89
6/30/90
Ornamental........... 19.19 Additional
Additional
Additional
Chain Link Fence..... 19.19 .92 to be
.92 to be
.92 to be
OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached.
PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached.
ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 4 )
APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's
wage.
1st. 2nd 3rd. 4th. _ 5th. 6th.
60% 65% 70% 80% 85% 95%
SUPPLEMENTAL BEN F T :(per hour worked)
Health/Welfare......2.68 allotted
.
allotted
allotted
Pension ............... 3.18 at a
at a
at a
Apprentice Training... .30 later
later
later
Vacation 2.84 date
date
date
•
..............
Annuity ............... 5.50
Listed supplements apply to A" classifications ( x )Yes
( )No.
B-580
IB - 7 (12 of 28)
Laborer(Heavy/Highway):
Group # 1: Asphalt Rakers and Formsetters.
Group # 2: Asphalt Shovelers and Tampers.
Group # 3: Basic Laborer, Power Tool, Trackmen, Landscape, Pipelayer,
Jackhammer and Concrete.
WAGES(per hour)
7/01/87-
PREVAILING RATE SCHEDULE (
)See NOTICE PAGE ATTACHED
State of New York
Case Number
Bureau of
Public Work
Heavy/Highway Laborer:
Department of Labor
Group # 1 ............. $
15.92
8902715
17.95
Group # 2 .............
15.55
16.52
6b-7/01/88 thru 6/30/89
Group # 3 .............
14.34
15.26
Published -09/02/88
OVERTIME PAY: See ( 8, H
) on OVERTIME PAGE attached.
SUFFOLK COUNTY
PAID HOLIDAYS: See (2,4,6,7;11,12,26) on
HOLIDAY PAGE attached.
SUPPLEMENTAL BENEFITS:(per hour worked)
Page 7
Health/Welfare........$
LABORER
13%
13%
Pension ...............
WAG S(per hour)
7/01/08- 7/01/89-
13%
Vacation ..............
1.00
6/30/89 6/30/90
1.00
Annuity ...............
Building Laborer:
1.00
1.00
Suppl. Unempl.....
All Classifications ... $
18.25 Additional
25.00wk
Listed supplements apply
OVERTIME PAY: See ( A,E,O ) on OVERTIME PAGE attached.
( )No. 4-1298
PAID HOLIDAYS: See ( 1 )
on HOLIDAY PAGE attached.
SUPPLEMENTAL BENEFITS:(per hour worked)
Health/Welfare........$
2.35 1.43 to
Pension ...............
2.58 be
Vacation ..............
1.33 allotted
Legal . ...............
.15 at a
Training.. ..........
.50 later
Safety Fund...........
.05 date
Listed supplements apply
to A&L classifications ( x )Yes (
------------------------------
)No. 4-66
Laborer(Heavy/Highway):
Group # 1: Asphalt Rakers and Formsetters.
Group # 2: Asphalt Shovelers and Tampers.
Group # 3: Basic Laborer, Power Tool, Trackmen, Landscape, Pipelayer,
Jackhammer and Concrete.
WAGES(per hour)
7/01/87-
7/01/88-
7/01/89-
6/30/88
6/30/89
6/30/90
Heavy/Highway Laborer:
Group # 1 ............. $
15.92
16.90
17.95
Group # 2 .............
15.55
16.52
17.54
Group # 3 .............
14.34
15.26
16.24
OVERTIME PAY: See ( 8, H
) on OVERTIME PAGE attached.
PAID HOLIDAYS: See (2,4,6,7;11,12,26) on
HOLIDAY PAGE attached.
SUPPLEMENTAL BENEFITS:(per hour worked)
Health/Welfare........$
13 %
13%
13%
Pension ...............
13 %
13%
13%
Vacation ..............
1.00
1.00
1.00
Annuity ...............
1.00
1.00
Suppl. Unempl.....
25.00wk
25.00wk
25.00wk
Listed supplements apply
to A" classifications ( x )Yes
( )No. 4-1298
LATHER
AW GES(per hour) 7/01/88-
6/30/89
Lather (Wood Wire &
Reinforcing)... 21.95
OVERTIME PAY: See ( C. 0 ) on OVERTIME PAGE attached.
PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached.
ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 5 )
APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage.
1st. 2nd. 3rd.
50% 75% 85%
SUPPLEMENTAL BENEFITS:(per hour worked)
Health/Welfare........$ 2.975.2.975
Pension... .... 1.50 11.50
Apprentice Training... .OB • .08
Vacation .............. 2.00 *none
Annuity. ..... 3.50 *none
Scholarship Fund...... .04 • .04
Listed supplements apply to A_" classifications ( )Yes ( x )No.
Apprentice supplements appear in second column. 8-46
IB - 7 (13 of 28)
•
•
State of New York
Department of Labor
PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED
Case Number Bureau of
Public Work
8902715
6b-7/01/88 thru 6/30/89
Published -09/02/88
SUFFOLK COUNTY
MASON/TILE/TERRAZZO
WAGES(per hour) 6/01/88-
5/31/89
Building:
Bricklayer............ $ 22.94
OVERTIME PAY: See ( A. E, Q, W ) on OVERTIME PAGE attached.
PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached.
ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 6 )
APPRENTICES: ( 750 hours) terms at the following percentage of Journeyman's wage.
1c+ 2nd 3rd 4th. Sth(500hr) 6th(SOOhr)
50% 60% 70% 80% 90% 95%
SUPPLEMENTAL BENEFITS:(per hour worked)
Health/Welfare ........$ 2.40 '2.40
Pension ............... 2.94 •2.94
Annuity ............... 2.85 •1.45
Listed supplements apply to ALS, classifications ( x )Yes ( )No.
( ' ) Apprentice Benefits appear in second column 8-NYDC
WAGES(per hour) 7/01/88- 7/01/89-
6/30/89 6/30/90
Cement Finisher....... 21.72 Additional
OVERTIME PAY: See ( C. 0, V) on OVERTIME PAGE attached.
PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached.
ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 10 )
APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage.
ic+ 2nd. 3rd 4th_, 5th, 6th.
50% 60% 70% 80% 90% 95%
SUPPLEMENTAL BENEFITS:(per hour worked)
Health/Welfare ........ $ 2.61 1.67 to
Pension. .... 2.82 be allotted
Apprentice Training... .09 at a later
Annuity ............... 4.00 date.
Listed supplements apply toL4 L classifications ( x )Yes ( )No. 8-780
WAGES(per hour) 7/01/88-
6/30/89
Building:
Plasterer ............. 19.10
OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached.
PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached.
ALLOWABLE RATIO: Apprentice(s) to Journeymen ( ) ( )
.APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage.
1st. 2nd. 3rd. 4th. Sth. 6th.
.40% 50% 60% 60% 80% 80%
SUPPLEMENTAL BENEFITS:(per hour worked)
Health/Welfare ........ $ 3.72
Annuity. .... 3.00
Apprentice Training... .01
Vacation .............. 2.00
Listed supplements apply to ALL, classifications ( x )Yes ( )No. 8-852
IB - 7 (14 of 28)
Page 8
WAGES(per hour) 4/27/87-
4/17/88
Building:
Tile Setter........... 20.98
OVERTIME PAY: See ( A, 0 ) on OVERTIME PAGE attached.
PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached.
SUPPLEMENTAL BENEFITS:(per hour worked)
Health/Welfare........$ 2.18
Pension ............... 2.25
Vacation .............. 1.395
Listed supplements apply to ALL classifications ( x )Yes ( )No. B-52
WAGES(per hour) 12/01/86- 6/01/87-
5/31/87 5/29/88
Building:
Tile Layer Helper..... $ 18.36 18.36
OVERTIME PAY: See ( A, 0 ) on OVERTIME PAGE attached.
PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached.
SUPPLEMENTAL BENEFITS:(per hour worked)
Health/Welfare........$ 1.75 1.75
Pension ............... 1.42 1.42
Annuity ............. 1.95 3.20
Listed supplements apply to ALL classifications ( x )Yes ( )No. 8-88
IB - 7 (15 of 28)
PREVAILING RATE SCHEDULE
( )See NOTICE PAGE ATTACHED
State of New York
Case Number
Bureau of
Department of Labor
Public Work
8902715
6b-7/01/88 thru 6/30/89
Published -09/02/88
SUFFOLK
COUNTY
Page 9
Mason (cont)
WAGES(per hour)
1/01/88-
7/01/88-
1/01/89-
7/01/89-
6/30/88
12/31/88
6/30/89
12/31/89
Building:
Mosaic &
Terrazzo Worker..
21.61
Additional
Additional
Additional
OVERTIME PAY: See ( C, 0
) on OVERTIME
PAGE attached.
PAID HOLIDAY: See ( 1 )
on HOLIDAY PAGE
attached.
SUPPLEMENTAL BENEFITS:(per hour worked)
Health/Welfare ........ $
2.48
1.00 to be
1.00 to be
1.00 to be
Pension ...............
3.25
allotted
allotted
allotted
Supp.Unemploy.Benefit.
.50
at a later
at a later
at a later
Vacation ..............
2.00
date.
date
date.
Listed supplements apply
to A" classifications
( x )Yes
( )No.
8-3
WAGES(per hour)
1/01/88-
7/01/88-
1/01/89-
7/01/89-
6/30/88
12/31/88
6/30/89
12/31/89
Building:
Mosaic and
Terrazzo Helper.....
19.40
Additional
Additional
Additional
OVERTIME PAY: See ( C. 0
) on OVERTIME
PAGE attached.
PAID HOLIDAY: See ( 1 )
on HOLIDAY PAGE
attached.
SUPPLEMENTAL BENEFITS:(per
hour worked)
Health/Welfare ........ $
2.48
1.00 to be
1.00 to be
1.00 to be
Pension ...............
3.25
allotted
allotted
allotted
Supp.Unemploy.Benefit.
1.40
at a later
at a later
at a later
Vacation ..............
.50
date,
date.
date.
Listed supplements apply
to ALL classifications
( x )Yes
( )No.
B-35
WAGES(per hour) 4/27/87-
4/17/88
Building:
Tile Setter........... 20.98
OVERTIME PAY: See ( A, 0 ) on OVERTIME PAGE attached.
PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached.
SUPPLEMENTAL BENEFITS:(per hour worked)
Health/Welfare........$ 2.18
Pension ............... 2.25
Vacation .............. 1.395
Listed supplements apply to ALL classifications ( x )Yes ( )No. B-52
WAGES(per hour) 12/01/86- 6/01/87-
5/31/87 5/29/88
Building:
Tile Layer Helper..... $ 18.36 18.36
OVERTIME PAY: See ( A, 0 ) on OVERTIME PAGE attached.
PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached.
SUPPLEMENTAL BENEFITS:(per hour worked)
Health/Welfare........$ 1.75 1.75
Pension ............... 1.42 1.42
Annuity ............. 1.95 3.20
Listed supplements apply to ALL classifications ( x )Yes ( )No. 8-88
IB - 7 (15 of 28)
•
is
State of New York
Department of Labor
PREVAILING RATE SCHEDULE ( ' )See NOTICE PAGE ATTACHED
Case Number Bureau of
Public Work
_ 8902715
6b-7/01/88 thru 6/30/89
Published -09/02/88
SUFFOLK COUNTY
Page 10
Mason (cont.)
WAG S(per hour) 7/01/86-
6/30/87
Waterproofer(Mason)
and Tuckpointer..... $ 19.90
Sandblasting(Mason)... 18.95
Steamcleaning(Mason).. 18.30
OVERTIME PAY: See ( ) on OVERTIME PAGE attached.
PAID HOLIDAY: See ( ) on HOLIDAY PAGE attached.
ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 5 )
APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage.
1st. 2nd. 3rd.
M. 70% 85%
SUPPLEMENTAL BENEFITS:(per hour worked)
Health/Welfare ........ $ 1.75 11.75
Pension. 3.00 '1.75
Benefit Fund.......... 10 % .69
Training Fund......... .08 ' .08
Annuity ............... 2.00 • .55
Listed supplements apply to ALL classifications ( )Yes ( x )No.
(')Apprentice supplements appear in second column. 4-66w
WAGES(per hour) 1/01/86-
6/30/86
Stone Mason........... $ 21.50
OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached.
PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached.
SUPPLEMENTAL BENEFITS:(per hour worked)
Health/Welfare........$ 2.75
Pension - --
Annuity ............... 3.00
Listed supplements apply to ALL classifications ( x )Yes ( )No. 8-33
WAGES(per hour) 1/01/87-
6/30/87
Stone Setter.......... $ 20.86
OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached.
PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached.
ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 10 )
APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage.
let 2nd 3rd 4th 5th. 6th. 7th. 8th.
50% 55% 60% 65% 70% 80% 90% 95%
SUPPLEMENTALBENEFITS:(per hour worked)
Health/Welfare........$ 1.75
Pension. ..... 2.00
Security Benefit...... .60
Apprentice Training... .10
Vacation .............. 2.00
Annuity ............... 4.50
Listed supplements apply to ALL classifications ( x )Yes ( )No. 8-84
IB - 7 (16 of 28 )
•
WAGES(per hour) 1/01/88-
6/30/88
Building:
Marble Cutters &
Setters ............. 19.10
OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached.
PAID HOLIDAY: See ( 5, 6, 8,10,15 ) on HOLIDAY PAGE attached.
SUPPLEMENTAL BENEFITS:(pr.hour worked)
Health/Welfare.........$ .96
Pension ............... 1.58
Supp.Unemploy.Benefit. .40
V'acation.............. 3.75
Annuity .............. 5.00
Listed supplements apply to ASL, classifications ( x )Yes ( )No. 8-4
IB - 7 (17 of 28)
PREVAILING RATE SCHEDULE
( )See NOTICE PAGE ATTACHED
State of New York Case Number
Bureau of
Department of Labor
Public Work
8902715
'
6b-7/01/88 thru 6/30/89
Published -09/02/88
SUFFOLK COUNTY
•
Page 11
Mason (cont..)
WAGES(per hour) 7/01/88- 1/01/89-
7/01/89-
1/01/90-
12/31/88 6/30/89
12/31/89
6/30/90
Derrickman/Rigger.... $ 20.92 Additional
Additional
Additional
OVERTIME PAY: See ( C. 0 ) on OVERTIME PAGE attached.
PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached.
ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 10 )
APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage.
1st 2nd 3rd. 4th. 5th. 6th.
50% 60% 70% 80% 90% 90%
SUPPLEMENTAL BENEFITS:(per hour worked)
Health/Welfare........$ 2.24 .96
1.11
1.11
Pension ............... 2.97 to be
to be
to be
Apprentice Training... .10 allotted
allotted
allotted
Vacation .............. 3.00 at later
at later
at later
Annuity ............... 5.50 date.
date
date
Listed supplements apply to A" classifications ( x )Yes
( )No.
8-197
I'.
WAGES(per hour) 1/01/88-
6/30/88
Building:
Marble Sawyer, Rubber
8 Polisher........... 21.88
OVERTIME PAY: See ( A. G ) on OVERTIME PAGE attached.
PAID HOLIDAY: See ( 5,6,8,10,15 ) on HOLIDAY PAGE attached.
SUPPLEMENTAL BENEFITS:(per hour worked)
Health/Welfare ........$ .96
Pension.. 1.58
Supp.Unemploy.Benefit. .25
Vacation .............. 3.25
Annuity ............... 3.25
Listed supplements apply to ALL classifications ( x )Yes
( )No.
6-1
•
WAGES(per hour) 1/01/88-
6/30/88
Building:
Marble Cutters &
Setters ............. 19.10
OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached.
PAID HOLIDAY: See ( 5, 6, 8,10,15 ) on HOLIDAY PAGE attached.
SUPPLEMENTAL BENEFITS:(pr.hour worked)
Health/Welfare.........$ .96
Pension ............... 1.58
Supp.Unemploy.Benefit. .40
V'acation.............. 3.75
Annuity .............. 5.00
Listed supplements apply to ASL, classifications ( x )Yes ( )No. 8-4
IB - 7 (17 of 28)
•
•
PREVAILING RATE SCHEDULE ( ' )See NOTICE PAGE ATTACHED
State of New York Case Number Bureau of
Department of Labor 8902715 Public Work
7/01/68 thru 6/30/89
6b-
Published -09/02/88
SUFFOLK COUNTY
Page 12
Mason (cont...)
WAGES(per hour) 1/01/88-
6/30/88
Marble Finishers...... $ 17.57
OVERTIME PAY: See ( C. 0 ) on OVERTIME PAGE attached.
PAID HOLIDAY: See ( 5, 6,8,10,15 ) on HOLIDAY PAGE attached.
SUPPLEMENTAL SENEFITS:(per.hour worked)
Health/Welfare........ $ .96
Pension ............... 1.58
Supp.Unemploy.Benefit. .69
Vacation .............. 3.30
Annuity ............... 5.00
Listed supplements apply toIASL,, classifications ( x )Yes ( )No. 8-10
PAINTER
WAGES(per hour) 10/01/86- 7/01/87- 10/01/87-
6/30/87 9/30/87 9/30/88
Steel:
• Steel............ 22.00 22.00 23.50
• Spray............ 23.00 23.00 24.50
Sandblasting..... 23.00 23.00 24.50
Power Tool....... 23.00 23.00 24.50
OVERTIME PAY: See ( A, E, 0 ) on OVERTIME PAGE attached.
PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached.
ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 10 )
APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage.
1st. 2nd.
50% 65%
SUPPLEMENTAL BENEFITS:(per hour worked)
Health/Welfare ........ $ 15 % 17 % 17 %
Pension ............... 1.10 1.10 1.15
Apprentice Training... 1/2 % 1/2 % 1/2 %
Vacation. .......... 6 % 6 % 6 %
Annuity ............... 11 % 11 % 11 %
Listed supplements apply to ALL classifications ( x )Yes ( )No. B-806
------------------------------
WAGES(per hour) 2/01/88- 8/01/88- 2/01/89-
7/31/88 1/31/89 7/31/89
Drywall Taper......... $ 20.95 21.58 22.23
OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached.
PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached.
SUPPLEMENTAL BENEFITS:(per hour worked)
Health/Welfare........$ 2.56 2.56 2.56
Pension ............... .71 71 71
Vacation .............. 9 % 9 % 9 %
Annuity ............... 10 % 10 % 10 %
Apprentice Training... .01 .01 .01
Listed supplements apply to ALL classifications ( x )Yes ( )No. 8-1974
------------------------------
IB - 7 (18 of 28 )
•
•
State of New York
Department of Labor
Painter (cont)
PREVAILING RATE SCHEDULE ( • )See NOTICE PAGE ATTACHED
Case Number
8902715
SUFFOLK COUNTY
WAGES(per hour) 4/01/88-
3/31/89
Brush. 22.08
. ..............
Structural Steel/Bridge 26.96
Spray, Scaffold........ 24.51
Sandblasting........... 26.96
Paper Hanger........... 22.08
OVERTIME PAY: See ( A, 0 ) on OVERTIME PAGE attached.
PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached.
Bureau of
Public Work
6b-7/01/88 thru 6/30/89
Published -09/02/88
Page 13
ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 5 )
APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage.
1s+ 2nd 3rd. 4th. 5th, 6th.
50% 50% 65% 70% 8O% 90Y
SUPPLEMENTAL BENEFITS:(per hour worked)
Health/Welfare........$ 2.73.2.13
Pension. .... 1.70.1.70
Apprentice Training... .39' .39
Annuity ............... 2.45• = %
Other (Legal)......... .15' .15
Safety & Health,...... .50' .50
Listed supplements apply to ALL classifications ( )Yes ( x )No.
(*)1st yr Rate is, H/W=1.60, Pen=1.07, AppTrg=.23, S.& H.=.21
(') Other Apprentice Supplements appear in second column.
PLUMBER
WAGES(per hour) 5/01/88- 1/01/89- 7/01/89-
12/31/88 6/30/89 12/31/89
Plumber .............. $ 23.50 24.10 24.85
OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached.
PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached.
ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 5 )
APPRENTICES: ( 1 ) year terms at the following wage.
1st 2nd 3rd. 4th. 5th.
10.58 11.75 15.28 16.54 17.53 for 5/01/88 to 12/31/88
10.85 12.05 15.67 16.87 18.08 for 1/01/87 to 6/30/89
11.18 12.43 16.15 17.40 18.64 for 7/01/89 to 12/31/89
SUPPLEMENTAL BENEFITS:(per hour worked)
Health/Welfare........$ 2.03'note 2.26'note 2.39•note
Pension ............... 4.89'note 5.191note 5.34'note
Apprentice Training... .24'note .24'note .241note
Vacation .............. 1.30'note 1.301note 1.30'note
Annuity .............. 1.00'note 1.00'note 1.00'note
Listed supplements apply to AIS classifications ( )Yes ( x )No.
(')Note -Apprentice supplements appear below.
5/88 tol2/88.-1st. yr. H/W-1.24 PEN. -3.04 Appr.-.14 Ann. -.53 Vac. -.75
2nd. yr. 1.25 3.07 .15 .53 .80
3rd. yr. 1.30 ' 3.09 ' .16 .53 .86
4th. yr. 1.31 3.12 .16 .53 .93
5th. yr. 1.34 ' 3.15 ' .17 .53 .98
1/89 to 6/89 -1st. yr. H/W-1.38 PEN. -3.16 Appr.-.14 Ann. -.53 Vac. -.75
2nd. yr. 1.39 ' 3.19 .15 .53 .80
3rd. yr. 1.44 ' 3.21 .16 " .53 .86
4th. yr. ' 1.45 3.24 o .16 .53 .93
5th. yr. 1.48 ' 3.27 .17 .53 .98
7/89 to12/89 -1st. yr. H/W-1.46 PEN. -3.31 Appr.-.14 Ann. -.53 Vac. -.75
2nd, yr. 1.47 3.34 .15 .53 ' .80
3rd. yr. ' 1.52 ' 3.36 ' .16 .53 ' .86
4th. yr. 1.53 ' 3.39 " .16 .53 ' .93
5th. yr. 1.56 ' 3.42 ' .17 .53 .98
4-775
IB - 7 (19 of 28)
4-1486
•
•
State of New York
Department of Labor
PREVAILING RATE SCHEDULE (•• )See NOTICE PAGE ATTACHED
Case Number Bureau of
Public Work
_ 8902715 -
6b-7/01/88 thru 6/30/89
Published -09/02/88
SUFFOLK COUNTY
Page 14
STEAMFITTER/SPRINKLER FITTER
WAGES(per hour) 6/29/88- 12/28/88-
12/27/88 6/27/89
Steam Fitter.......... $ 25.05 Additional
Sprinkler Fitter...... 25.05 1.00 to be
OVERTIME PAY: See ( C,O,V ) 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 percentage of Journeyman's wage.
1st 2nd 3rd 4th. 5th, 6th, 7th, 8th.
4O% 4O% 5OX 5OX 65% 65% 8OX 80
SUPPLEMENTALBENEFITS:(per hour worked)
Health/Welfare........$ 2.35•= % allotted
Pension.. ........ 2.001= % at a
Security Fund......... 2.601= % later
Training Fund......... .20'.20 date
Vacation .............. 2.75•= %
Listed supplements apply to ALL classifications ( )Yes ( x )No.
(')Apprentice supplements appear in second column. 8-638s/s
IB - 7 (20 of 28)
State of New York
Department of Labor
PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED
Case Number Bureau of
Public Work
8902715
6b-7/01/88 thru 6/30/89
Published -09/02/88
SUFFOLK COUNTY
Page 15
ROOFER
WAGES(per hour) 4/01/87-
9/30/87
Roofer.. .......... $ 17.52
Waterproofer........... 17.52
OVERTIME PAY: See ( A, 0, E ) on OVERTIME PAGE attached.
PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached.
ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 6 )
APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage.
1st2nd. 3rd 4th. 5th, 6th.
50% 55% 60X 65% 70% 75%
SUPPLEMENTAL BENEFITS:(per hour worked)
Health/Welfare ....... $
3.08
• = %
Pension... ....
2.49
' = %
Apprentice Training...
.03
' .03
Vacation ..............
2.92
' = %
Annuity ...............
1.48
• = %
Listed supplements apply to ALL classifications ( )Yes ( x )No.
(') Apprentice supplements appear in second column. 4-154
SHEETMETAL WORKER
WAGES(per hour) 1/28/88- 8/01/88- 2/01/89- 8/01/89-
7/31/88 1/31/89 7/31/89 1/31/90
Sheetmetal Worker.... $ 23.33 Additional Additional Additional
OVERTIME PAY: See ( C, 0, V ) 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 Journeyman's wage.
1st. 2nd. 3rd. 4th. 5th. 6th. 7th. 8th.
7.00 10.19 11.34 12.49 13.63 14.65 15.11 18.14
SUPPLEMENTALBENEFITS:(per hour worked)
Health/Welfare........$ 2.321note 1.00 to 1.00 to 1.00 to
Pension ...... :........ 2.57.2.57 be be be
Suppl.Unemploy.Benefit .11' .04 allotted allotted allotted
Vacation .............. 2.00'note at a at a at a
Annuity ............... 3.00'note later later later
Education Fund........ .27' .27 date date date
Scholarship Fund..... .02' .02
Listed supplements apply to A" classifications ( )Yes ( x )No.
(*)Apprentice supplements appear in second column.
H/W-term/amt.-1st-.61; 2nd -.82; 3rd -1.04; 4th -1.26; 5th -1.58; 6th thru 6th -2.82
Vac-term/amt.-1st-.80;2nd-.90;3rd-1.00:4th-1.10;5th-1.20;6th-1.30;7th-1.40;8th-1.60
Ann.-term/amt.-1st-.31;2nd-.56;3rd-.77:4th-.97;5th-1.09;6th-.91;7th-1.32;8th-2.15 8-2
WELDER
Welder To be paid the rate of the mechanic performing the work.
TEAMSTER
Truck Driver(Building and Heavy/Highway):
GROUP 1: Chauffeur and Excavation.
GROUP 2: Euclid and Turnapull type trucks.
GROUP 3: Other
WAGES(per hour) 7/01/88- 7/01/89-
6/30/89 6/30/90
Truck Driver (Building and Heavy/Highway):
Group 1 .............. 17.385 18.36
Group 2 .............. 17.825 18.43
Group 3 ............... 15.59 16.09
OVERTIME PAY: See ( B, E. P, T ) on OVERTIME PAGE attached.
PAID HOLIDAY: See ( 5,6,7,11,12 ) on HOLIDAY PAGE attached.
• SUPPLEMENTAL BENEFITS:(per hour worked)
Health/Welfare ....... .$ 3.09.3.09 3.51'3.51
Pension ............... 2.8525.2.8525 3.10.3.10
Annuity ............... 4.3125.3.9575 4.8275.4.395
Listed supplements apply to ALL classifications ( )Yes ( X )No.
*Group 3 supplements appear in second column. 4-282nsh
IB - 7 (21 of 28)
•
•
State of New York
Department of Labor
PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED
Case Number Bureau of
Public Work
_ 8902715
6b-7/01/88 thru 6/30/89
Published -09/02/88
SUFFOLK COUNTY
SIGN ERECTOR
WAGES(per hour) 7/01/86- 7/01/87- 7/01/88- 1/01/89-
6/30/87 6/30/88 12/31/88 6/30/89
Sign Erector......... $ 17.80 18.7.5 19.50 20.25
Page 16
OVERTIME PAY: See ( A, E, 0 ) on OVERTIME PAGE attached.
PAID HOLIDAY: See( 5,6,10,11,12,16 ) on HOLIDAY PAGE attached.
ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 = 1 ) ( 1 - 4 )
APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage.
1s+ 2nd 3rd 4th. 5th. 6th. 7th. 8th. 9th 10th
40% 45% 50% 55% 60% 65Y. 70% 75% 80% 85%
SUPPLEMENTAL BENEFITS:(per hour worked)
1st Yr 1st Yr 1st yr 1st yr
Health/Welfare ........ $ 7 % •.41 7 % •.41 7 % '.41 7 % •.41
Local Pension......... 8 % •2 % 8 % •2 % 8 % •2 % 8 % 12 %
National Pension...... .43 •.43 .46 1.46 .47 1.47 .48 6.48
Apprentice Training... .10 10 11 11 12 12 12 •.12
Vacation .............. 8 %- •2 % 8 % 12 % 8 % •2 % 8 % 12 %
Annuity ............... 1.85 -- 2.00 -.-- 2.00 •-.-- 2.14 •-.--
Listed supplements apply to ALL classifications ( )Yes ( x )No.
1st yr.Appr. Supp. appear in second column. H/W-after 2nd yr -7%;
Pen. -2nd yr. 6% and after 3rd yr. 8%; Vac. -2nd yr 2%, 3rd yr. 4% and 4th yr. 6%;
Ann. -2nd yr 0 ,3rd yr 1.00 per day, 4th yr. 2.00 per day, 5th yr. 3.00 per day. 8-137
HIGHWAY STRIPER
WAGES(per hour) 4/01/88-
4/01/89-
4/01/90-
3/31/87
3/31/90
3/31/91
Painter(Striping-Highway etc.):
Striping -Machine Oper.$ 14.04
14.60
15.62
" Helper......... 12.43
12.93
13.84
Linerman.............. 14.50
15.08
16.14
OVERTIME PAY: See ( B,E,P,S ) on OVERTIME
PAGE attached.
PAID HOLIDAY: See ( 5,6,8,10,11,12,15,16 )
on HOLIDAY PAGE attached.
SUPPLEMENTAL BENEFITS:(per hour worked)
Health/Welfare........$ 11 %
11 %
11%
Pension ............... 4 %
4 %
4%
Vacation .............. 7 %
7 %
7%
Listed supplements apply to ALL classifications ( x,)Yes
( )No. 8-230
TREE TRIMMER
WAGES(per hour) 10/1/85-
9/30/86
Tree Trimmer:
Trimmer -T 7 (start)... $ 7.75
-T 6 after 6 mo. .8.32
-T 5 12 mo. 8.54
-T 4 18 mo. 8.93
" -T 3 24 mo. 9.70
-T 2 30 mo. 10.14
" -T 1 36 mo. 11.56
Driver,Groundsman...... 9.53
OVERTIME PAY: See ( B, E, 0 ) on OVERTIME PAGE attached.
PAID HOLIDAYS: See (5,6,7,8,11,12,18,19)) on HOLIDAY PAGE attached.
SUPPLEMENTAL BENEFITS: (per hour worked)
Health/welfare........ $ Contr.Provide H. & W. + $10,000 Life Ins.
Annuity ............... 35
Holidays......... .. (12 paid).
Vacation - after 15 mo./l week. -after 30 mo./2 weeks. -after 10yrs/3 weeeks.
- pro -rated if less than 1700 hrs.in prior year.
Listed supplements apply to ALL classifications ( x )Yes ( )No. 4-1049t
IB - 7 (22 of 28)
•
WAGES:(per hour) 7/01/88- 7/01/89-
6/30/89 6/30/90
Survey Rates-Heavy/Hiway:
Party Chief......... 20.25 Additional
Instrument Man...... 16.82 6% to be
Rodman/Chainmen..... 14.81 allotted
OVERTIME PAY: See ( D, 0 ) on OVERTIME PAGE attached.
PAID HOLIDAY: See ( 5,6,7,11,12 ) on HOLIDAY PAGE attached.
SUPPLEMENTAL BENEFITS: (Per hour worked)
Health/Welfare........ 1.80 at a
Pension. .... 1.65 later
Apprentice Training... .20 date.
Vacation .............. 1.00
Annuity ............... 4.00
Listed supplements apply to A" classifications ( x )Yes ( )No. 8-15Dns
DRILLING
WAGES(per hour) 10/17/87-
10/16/88
Core Drilling:
Driller. .......... $ 15.405
Helper.......... 13.645
OVERTIME PAY: See ( B, E. 0 ) on OVERTIME PAGE attached.
PAID HOLIDAYS: See ( 5, 6 ) on HOLIDAY PAGE attached.
SUPPLEMENTAL BENEFITS:(per hour worked)
Health/Welfare ........ $ 2.07
Pension. .............. 2.10..
Vacation .............. .19
Listed supplements apply to _A L, classifications ( x )Yes ( )No. 8-1536
------------------------------
WAGES(per hour) 8/01/86- 8/01/87- 8/01/88 -
7/31/87 7/31/88 7/31/89
Well Driller:
Driller .........
$ 16.40 Additional Additional
Helper..... 14.40 1.00 1.00
OVERTIME PAY: See (B,E,P ) on OVERTIME PAGE attached.
PAID HOLIDAY: See ( S. 6, 10, 12 ) on HOLIDAY PAGE attached.
ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 1 ) ( 1 - 6 )
SUPPLEMENTAL BENEFITS:(per hour worked)
Health/Welfare 9 X to be to be
Pension ............... 2.75 allocated allocated
Annuity Fund.......... 1.50 later. later.
Listed supplements apply to ALL classifications ( x )Yes ( )No. 4-138well
IB - 7 (23 of 28)
PREVAILING RATE SCHEDULE (
)See NOTICE PAGE ATTACHED
State of New York
Case Number
Bureau of
Department of Labor
Public Work
8902715
6b-7/01/88 thru 6/30/89
Published -09/02/88
•
SUFFOLK COUNTY
Page 17
!mpowrHDGSurvEng
WAGES:(per hour)
7/01/88- 7/01/89-
6/30/89 6/30/90
Survey Rates-Building:
Party Chief.........
20.26 Additional
Instrument Man......
17.73 6% to be
Rodman/Chainman.....
11.85 allotted
OVERTIME PAY: See ( D,
0 ) on OVERTIME PAGE attached.
PAID HOLIDAY: See ( 5,6,7,11,12 ) on HOLIDAY PAGE attached.
SUPPLEMENTAL BENEFITS:
(Per hour worked)
Health/Welfare........
1.80 at a
Pension...............
1.65 later
Apprentice Training...
.20 date
Vacation..............
1.00
Annuity...............
4.00
Listed supplements apply to AIL classifications ( x )Yes (
------------------------------
)No. 8-150bns
•
WAGES:(per hour) 7/01/88- 7/01/89-
6/30/89 6/30/90
Survey Rates-Heavy/Hiway:
Party Chief......... 20.25 Additional
Instrument Man...... 16.82 6% to be
Rodman/Chainmen..... 14.81 allotted
OVERTIME PAY: See ( D, 0 ) on OVERTIME PAGE attached.
PAID HOLIDAY: See ( 5,6,7,11,12 ) on HOLIDAY PAGE attached.
SUPPLEMENTAL BENEFITS: (Per hour worked)
Health/Welfare........ 1.80 at a
Pension. .... 1.65 later
Apprentice Training... .20 date.
Vacation .............. 1.00
Annuity ............... 4.00
Listed supplements apply to A" classifications ( x )Yes ( )No. 8-15Dns
DRILLING
WAGES(per hour) 10/17/87-
10/16/88
Core Drilling:
Driller. .......... $ 15.405
Helper.......... 13.645
OVERTIME PAY: See ( B, E. 0 ) on OVERTIME PAGE attached.
PAID HOLIDAYS: See ( 5, 6 ) on HOLIDAY PAGE attached.
SUPPLEMENTAL BENEFITS:(per hour worked)
Health/Welfare ........ $ 2.07
Pension. .............. 2.10..
Vacation .............. .19
Listed supplements apply to _A L, classifications ( x )Yes ( )No. 8-1536
------------------------------
WAGES(per hour) 8/01/86- 8/01/87- 8/01/88 -
7/31/87 7/31/88 7/31/89
Well Driller:
Driller .........
$ 16.40 Additional Additional
Helper..... 14.40 1.00 1.00
OVERTIME PAY: See (B,E,P ) on OVERTIME PAGE attached.
PAID HOLIDAY: See ( S. 6, 10, 12 ) on HOLIDAY PAGE attached.
ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 1 ) ( 1 - 6 )
SUPPLEMENTAL BENEFITS:(per hour worked)
Health/Welfare 9 X to be to be
Pension ............... 2.75 allocated allocated
Annuity Fund.......... 1.50 later. later.
Listed supplements apply to ALL classifications ( x )Yes ( )No. 4-138well
IB - 7 (23 of 28)
•
State of New York
Department of Labor
PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED
Case Number
8902715
SUFFOLK COUNTY
WAGES(per hour) 7/01/88 -
Building: 6/30/89
Hoist(Multiple Platform) 23.35
Lead Engineer 21.955
Hoist(Tandem Platform 21.73
Tower Crane(Engineer) 21.31
SideBoom Tractor(Used in tank work)
21.015
Scoop, Carry -all, Scraper in tandem -
20.93
Boom Trucks or Cranes (used for stone setting or structural
20.88
CMI or Maxim Spreader, Concrete Spreader, Derrick, Sideboom
20.855
Tank Work 20.78
Hoist, 2 Drum, Hoist, 3 Drum
20.73
Backhoe,Dragline, Gradall, Pile Driver, Shovel
20.755
Elevator, Fork Lift, Hoist, 1 Drum
19.67
Batching P1ant(on site of job), Power Winch(used for stone
(Truck Mounted -used for stone or steel), Pump, Concrete
20.655
Dredge 20.315
Roller, Trench Machine 20.555
Welding Machine, Structural Steel
Bureau of
Public Work
6b-7/01/88 thru 6/30/89
Published -09/02/88
steel)
Tractor
or steel), Power Winch
Page 18
20.53
Boom Truck, Crane, Crawler or Truck, Conveyor(Multi), Plant Engineer, Stone Spreader
(Self -Propelled) 20.505
Asphalt Spreader 20.48
Fork Lift(Walk Behind, Power Operated)
20.47
Compressor(Structura Steel) 20.455
Boiler, Bulldozer, Compressor(on Crane); Compressor(Pile Work), Compressor(stone setting),
Concrete Breaker, Conveyor, Generator -Pile Work, Loading Machine(Front End),
Maintenance Engineer,Powerhouse, -Power Winch(used for other than stone or steel),
Power Winch, Truck Mounted(used for other than stone or steel, Pulvi-Mixer,Pump(Dble
Action Diaphragm), Pumps(Gypsum, Hydraulic, Jet, Single Action- 1 to 3, and Well Point),
Welding and Burning, Welding Machine (Pile Work)
20.305
Curb Machine(Asphalt or Concrete), Curing Machine, Pump(Submersible), Maintenance Man
20.15
Grader 20.08
Compressor, Compressor(2 or more in battery), Generator, Mulch Machine, Pin Puller,
Portable Heaters, Pump(4 inches or over), Track Tamper(2 Engineers,Each), Welding Machine
20.055
Stiping Machine 19.98
Bulldozer(used for excavation), Fireman, Loading Machine, Powerbroom, Vac -All
19.93
Concrete Saw or Cutter, Mixer(with Skip), Mixer(2 Small with or without Skip),
Pump(Up to 3 inches),Tractor,Craterpillar or Wheel,
19.555
Scoop(Carry-A11 Scraper) 19.93
Hydra Hammer, Ridge Cutter 19.47
Bending Machine, Dinky Locomotive, Generator(Small), Vibrator(1 to 5),
19.305
Power Buggies 19.18
Stump Chipper and Oiler 18.955
Mechanical Compactor(Hand Operated), Trench Machine(Hand)
18.93
OVERTIME PAY: See ( D, 0 ) on OVERTIME PAGE attached.
PAID HOLIDAY: See ( 5,6,7,11,12 ) on HOLIDAY PAGE attached.
ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 1 ) ( 1 - 6 )
SUPPLEMENTAL BENEFITS:(per hour worked)
Health/Welfare....... $ 2.47
Pension .............. 2.75
Apprentice Training.. .25
Annuity .............. 4.00
Other ................ .25
Listed supplements apply to ALL classifications ( )Yes ( )No.
..............................
IB - 7 (24 of 28)
4-138b
PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED
State of New York Case Number Bureau of
Department of Labor 8902715 Public Work
6b-7/01/88 thru 6/30/89
Published -09/02/88
SUFFOLK COUNTY
• Page 19
•
Operating Engineer (cont)
WAGES(per hour) 7/01/88-
6/30/89
HEAVY / HIGHWAY:
Lead Engineer 22.58
Scoop(Carry-All,Scraper in Tandem), Tower Crane(Engineer),
21.105
Backhoe, Crane(Stone Setting)„ Crane(Structural Steel), Dragline, Gradall, Pile
Driver, Road Paver, Shovel
20.85
Batching Plant(on site of job), Crane(on Barge), Sideboom Tractor(used in tank work),
Tank Work
20.705
Hoist(3 Drum), Power Winch(Truck Mounted -used for stone or steel), Power Winch(used
for stone setting and/or structural steel),Trench Machine
20.695
Asphalt Spreader,Boom Truck,Boring Machine(other than Post Holes), CMI or Maxim Spreader,
Crane(Crawler or Truck), Concrete Spreader, Conveyor, Multi, Plant Engineer, Sideboom
Tractor,Stone Spreader(self propelled)
20.48
Boring Machine, Post Holes 20.42
Compressor(Stone Setting),Compressor(Structural Steel), Welding Machine(structural steel)
20.365
Dredge 20.315
Work Boat 20.305
Compressor(on Crane), Compressor(Pile Work), Generator -Pile Work, Hoist,2 Drum,
Loading Machine(Front-End), Powerhouse, Power Winch(Truck Mounted -used for other than
stone or steel),Power Winch(other than stone or struct.steel),Welding Machine,Pile Work
20.205
Mechanical Compactor, Machine Drawn, Roller(over 5 Ton)
20.02
Boiler 19.98
Pump, Concrete 19.94
Compressor(2 or more in battery
19.90
Grader 19.885
Bulldozer, Concrete Finishing Machine, Conveyor,Curb Machine,Asphalt or Concrete,
Curing Machine, Dinky Locomotive, Fireman, Fork Lift, Hoist,) Drum, Loadingmachine,
Maintenance Machine,Pulvi-Mixer, Pump(4 inches or over), Pumps (Hydraulic, ,Jet,
Submersible and Well Point), Roller(5 ton and under), Scoop,Carry-All,Scraper,
Maintenance Man, Vac -All, Welding & Burning
19.67
Generator 19.59
Portable Heaters 19.845
Compressor, Mulch Machine, Pin Puller, Pump(Double Action Diaphragm),Pump-Gypsum,
Pump(Single Action 1 to 3), Striping Machine, Welding Machine
19.295
Powerbroom 18.725
Concrete Saw or Cutter, Fork Lift,Walk Behind,Power Operated, Hydra Hammer,
Mixer(with Skip), Mixer(2 Small with or withour Skip), Power Buggies, Power Grinders,
Concrete Breaker, Ridge Cutter
18.58
Vibrator(1 to 5) 18.375
Oiler, Root Cutter, Stump Chipper, Oiler, Track Tamper(2 Engineers,Each), Deck Hand
18.27
Generator(Small) 18.265
Bending Machine, Pump, Centrifugal(up to 3 inches), Trench Machine(hand)
18.23
Tractor,Caterpillar or Wheel
18.055
OVERTIME PAY: See ( D. 0 ) on OVERTIME PAGE attached.
PAID HOLIDAY:.See ( 5,6,7,11,12 ) on HOLIDAY PAGE attached.
ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 1 ) ( 1 - 6 )
SUPPLEMENTAL BENEFITS:(per hour worked)
Health/Welfare ........ S 2.47
Pension. .... 2.75
Apprentice Training... .25
Annuity ............... 4.00
Other ............. .25
Listed supplements apply to ALL classifications ( x )Yes ( )No. 4-138h
IB - 7 (25 of 28)
� 0
is
State of New York
Department of Labor
PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED
Case Number Bureau of
Public Work
_ 8902715
6b-7/01/88 thru 6/30/89
Published -09/02/88
SUFFOLK COUNTY
MARINE CONSTRUCTION
AG S(per hour) 10/01/86- 10/01/87-
9/30/87 10/30/88
Hydraulic Dredge:
Leverman
16.41
16.98
Engineer
16.24
16.81
Maint.Engineer
16.01
16.57
Derrick Oper.
16.24
16.81
Chief Mate on Dredge
16.01
15.52
Mate
15.00
13.83
DeckHand
13.36
14.32
Oiler
13.84
16.57
Fireman
13.84
14.32
Shoreman
13.36
13.83
Boat Captain
15.10
-------------------------
15.63
Tug Boats:
Tug Master
15.78
16.33
Tug Captain
15.10
15.63
Tug Chief Engineer
15.38
15.92
Tug Engineer
15.10
15.63
Tug Deckhand
13.52
-------------------------
13.99
Dipper and Clamshell Dredges:
Operator
16.69
17.27
Craneman
16.24
16.81
Engineer
16.56
17.14
Maint.Engineer
16.01
16.57
Mate
15.00
15.52
Deckhand
13.52
13.99
Oiler
13.64
14.32
Boat Master
15.78
16.33
Boat Captain
15.10
-------------------------
15.63
OVERTIME PAY: See ( B. E,
P. S ) on OVERTIME PAGE
attached.
PAID HOLIDAY: See ( 5, 6,
10, 15 )
on HOLIDAY PAGE
attached.
The following SUPPEMENTAL
BENEFITS
apply to all to
ALL classifications of the
above HYDRAULIC, DIPPER,
CLAMSHELL
DREDGES and TUG
BOATS.
SUPPLEMENTAL BENEFITS:(per hour worked.)
Health/Welfare ........ $
1.56
1.56
Pension ...............
1.03
1.03
Vacation ..............
B %
8%
4-25a
WAGES(per hour) 10/01/86- 10/01/87-
9/30/87 9/30/88
Drill Boat:
Engineer 17.77 18.39
Blaster 17.96 18.59
Driller-Welder/Mechanic 17.78 18.40
Fireman 17.20 17.80
Oiler 17.01 17.50
Helper 17.01 17.60
OVERTIME PAY: See ( 8, E, P. S ) on OVERTIME PAGE attached.
PAID HOLIDAY: See ( 5, 6, 10, 15 ) on HOLIDAY PAGE attached.
SUPPLEMENTAL BENEFITS: (per hour worked)
Health/Welfare ........ $ 1.56 1.56
Pension ............... 1.03 1.03
Vacation .............. 8 X B %
Listed supplements apply to ALL classifications ( x )Yes ( )No. 4-25/3
OCCUPATIONS APPLICABLE TO BUILDING and HEAVY/HIGHWAY SCHEDULES
IB - 7 (26 of 28)
Page 20
STATE OF NEN YORK
DEPARTMENT OF LABOR
BUREAU OF PUBLIC WORK
• STATE OFFICE BUILDING CAMPUS
ALBANY, N.V. 12240
TWO or MORE WILLFUL DETERMINATIONS 03/01/89
Page 1
LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK
Under Article 8 of the Labor Law, if within any six year period two final
determinations are rendered against an employer finding that they have wilfully violated
the prevailing wage law, they are debarred, that is, they are ineligible to submit a
bid on, be awarded, or participate as a contractor or subcontractor on any public work
contract let by the State, any municipal corporation, or public body for a period of five
years from the date of debarment. Below is a list of the employers
who have been debarred.
CONTRACTOR Number Date Date Fiscal Barred
of of 1st of Last Officer Until
Oeterm's Wilful Wilful Csee Note:J
A. N. C. Heating and Air Condi ti oni ng Inc.
C 6 J 1/28/85
1/28/85
DOL
1/28/90
104 North Duane Ave., Endicott, N.Y.
Warren Brown and Associates, Inc.
C 2 J 4/04/86
4/09/86
DOL
4/09/91
602 West Oelevan Ave., Buffalo, N.Y.
Mid -State Elec. C 2 J 5/11/84
11/2/84
DOL
11/2/89
1914 Dwyer Ave., Utica, N.Y.
J.Tuzzolo & Co. C 2 J
*
NYC -DOL
5/10/89
136 Elton St., Brooklyn, N.V.
Signet Construction Corp
C 2 J 5/11/82
6/20/84
NYC
6/20/89
Paul M. Ma I I on Co. Inc.
C 2 J 6/03/85
6/12/85
DOL
** 3/10/91
1 Highland Ind. Park Drive, Peekskill, N.Y.
10566
Melco Construction Corp.
C 2 J 5/14/86
6/27/86
DOL
6/27/91
1334 Gun Hi I I Road, Bronx, N.Y. 10469
Moss Electric air Conditioning Corp.
C 2 J 5/21/82
6/26/86
NYC
6/26/91
The Hull Corporation
C 2 J 1/03/86
8/07/86
DOL
8/07/91
Emerson & Lewis Company, Inc.
C 2 J 9/27/85
9/09/86
DOL
9/09/91
Route 12 South, Oxford, N.Y. 13830
L F L and Associates
C 2 J 9/27/85
9/09/86
DOL
9/09/91
Route 12 South, Oxford, N.Y. 13830
29 Ridge Road Contracting, Inc.
C 2 J 3/18/86
9/18/86
DOL
9/18/91
1539 New Hyde Park Drive, New Hyde Park, N.Y.
11040
Breeze Contractors, Inc.
C 2 J 9/18/86
9/29/86
DOL
9/29/91
136 Nicolas Road, Nesconset, N.Y. 11767
Superior Paving Corporation
C 2 J 10/21/86
10/21/86
DOL
10/21/91
1.491 Nelson St., Schenectady, N.Y. 12306
Noliam Contracting Co.Inc.
C 2 J 6/03/85
6/12/85
DOL
** 3/10/91
1 Highland Ind. Park Drive, Peekskill, N.Y.
10566
Beaver Building Corp.
C 3 J 1/2/86
2/24/87
DOL
2/24/92
Bask Road, Gl enmont, N.Y. 12077
IB - 7 (.27 of 28)
�e
0
STATE OF NEW YORK
DEPARTMENT OF LABOR
BUREAU OF PUBLIC WORK
STATE OFFICE BUILDING CAMPUS
ALBANY, N.Y. 12240
TWO or MORE WILLFUL DETERMINATIONS 03/01/89
Page Z
(Continued)
Cam -Ful Industries,Inc.
C 2 ) 6/16/86
2/18/87
DOL
2/18/92
P. 0. Box 1S3, 1522 Carbon St., Syracuse,
N.Y. 13208
Hydro -Fab Corporation
( 2 ) 3/13/87
3/25/87
DOL
3/2S/92
416 Stanley Avenue. Brooklyn,NY 11207
Greece Asphalt Company,Inc.
C 2 ) 1/16/87
3/30/87
DOL
3/30/92
78 Bennington Drive, Rochester, N.V. 14616
J. W. Duffus Contracting, Inc.
C 2 ) 8/7/86
5/8/87
DOL
5/8/92
Associated Safety Lighting,Inc.
C 2 ) 11/25/86
10/05/87
DOL
10/05/92
2788 Mohawk Street, Sauquoit, N.Y.
Esquire Wire & Fence CO. Inc.
C 3 ) 0.6/27/84
4/15/88
DOL
4/15/93
1033 Route 1, Avenel, N. J. 07001
J & B Bilac Contractors,Inc.
C 2 ) 10/30/87
10/30/87
NYC
10/30/92
L & M Company, A Di v. of Nieto
Roofing Contractors,Ihc.
C 2 ) 05/05/87
01/27/89
DOL
02/13/94
501 Willett Ave.,Port Chester,NY 10573
J. L. Bailey, d/b/a Castile Hardware
a/k/a Castile Hardware, Plumb. & Mgt.
C 2 ) 05/07/87
02/21/89
DOL
02/21/94
1 East Park Road, Castile, NY 14427
Note:
* Tuzzolo had a willful) determinations rendered against them on
1/30/84 by NYC and 1 additional on 5/10/84 by DOL.
* Date was computed by adding 265 days during which a stay was
effective to the 5 year debarred period.
Note: Where the Fiscal Officer is denoted "NYC", the information has been provided
by the New York City Comptroller's Office, the agency issuing the determinations.
Any questions regarding these listings should be addressed directly to the Comptroller.
The Bureau of Public Work of the New York State Department of Labor will respond
with regard to listings where the Fiscal Officer is listed as "DOL".
Reviewed and Approved:
NYS Dept of Labor, Counsel
Date: 5/15/87
docm: debarred
IB - 7 (28 of 28)
•
P HOLZMACHER, McLENDON & MURRELL, P.C.
N2�N GROU
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
BUILDER'S RISK INSURANCE, INDEMNITY, LIMITATION OF LIABILITY
BUILDER'S RISK INSURANCE
The Contractor shall purchase and maintain during the course
of construction, until issuance of the Final Payment Request, an
"ALL RISK" Builder's Risk coverage insurance policy in the full
amount of the Contract. The policy shall name as co -insureds the
CONTRACTOR, the TOWN OF SOUTHOLD, SOUTHOLD TOWN BOARD, HOLZ-
MACHER, McLENDON & MURRELL, P.C., and each of their officers,
employees and agents. The original copy of the policy shall be
delivered to the Town of Southold, stamped "PREMIUM PAID".
INDEMNITY
The Contractor and all subcontractors performing work in
connection with this contract shall HOLD HARMLESS, INDEMNIFY and
DEFEND the TOWN and ENGINEER, their consultants, and each of
their officers, agents and employees, from any and all liability,
claims, losses or damages arising out of, or alleged to arise
from, the Contractor's or subcontractor's negligence or inten-
tional torts in the performance of the work described in the
contract documents, but not including liability that may be due
to the sole negligence of the TOWN, ENGINEER, or their officers,
agents or employees.
The Contractor agrees to INDEMNIFY AND HOLD HARMLESS the
TOWN and the ENGINEER, their consultants and each of their offi-
cers, agents and employees from any and all liability for any
intentional torts committed by the Contractor, his subcontractors
or his agents.
LIMITATION.OF LIABILITY
The Contractor and all subcontractors agree to limit the
liability of the TOWN and the ENGINEER, due to the Engineer's
professional negligent acts, errors or omissions, such that the
total aggregate liability of the Engineer to those named shall
not exceed Fifty Thousand Dollars ($50,000) or 5 percent of the
contract award amount, whichever is greater.
SOHT 89-02
BRI - 1 of 1
�0
P HOLZMACHER, McLENDON & MURRELL, P.C.
112A GROU
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
PROPOSAL
TO THE TOWN BOARD of the TOWN OF SOUTHOLD, SUFFOLK COUNTY, STATE
OF NEW YORK:
BIDDER'S DECLARATION: The undersigned, as Bidder, declares that
the only person or persons interested in this Bid or Proposal as
principal or principals is or are named herein, and that no other
person than herein named has any interest in this Proposal or in
the Contract proposed to be taken; that this Bid or Proposal is
made without any connection with any other person or persons
making a Bid or Proposal for the same purpose; the Bid or Pro-
posal is, in all respects, without fraud or collusion; that he
has examined the site of the work, the Form of Contract and
Specifications and the Drawings therein referred to, and has read
the Notice to Bidders, Information for Bidders and General Con-
ditions hereto attached and fully understands all the same; that
he proposes and agrees, if this Proposal is accepted, that he
will contract with the TOWN BOARD of the TOWN OF SOUTHOLD in the
Form of Contract accompanying this Bid, to perform all the work
required in accordance with the Plans and as mentioned in said
Form of Contract, Specifications, Notice to Bidders, Information
for Bidders and General Conditions, and he will accept in full
payment, therefore, the following sums to wit:
SORT 89-02
P -A
•
•
1-i?Al GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS ana SURVEYORS
PROPOSAL (CONT'D.)
INSTALLATION OF AN EXIT
TRUCK SCALE AT
CUTCHOGUE LANDFILL
Gentlemen:
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
BID DATE: MAY 25, 1989
The undersigned bidder has carefully examined the Contract
Documents and the site of the proposed truck scale and scale
house, and will provide all necessary labor, materials, equip-
ment, supplies and incidentals called for by said Contract Docu-
ments in the manner prescribed therein and in said Contract, and
in accordance with the requirements of the Engineer for the base
bid, with the exception of Contingency Item No. 1, of:
BASE BID:
Ninetv six thousand eight hundred
Thirty two dollars and-no'cents (S96,832.00 )
(Dollars)
CONTINGENCY ITEM NO. 1: (ADDITIONAL PAVEMENT)
_Twenty two thousand dollars and no cents ($ 22,000.00
(Dollars)
TOTAL BID (SUM OF BASE BID & CONTINGENCY ITEM NO. 1):
One hundred eighteeen thousand eight hundred
Thirty two dollars and no cents ($ 118,832.00 )
(Dollars)
THE ENGINEER/OWNER HEREBY RESERVES THE RIGHT TO ACCEPT
AND/OR REJECT ANY COMBINATION OF BASE BID AND CONTINGENCY ITEM
LISTED WHICH CONSTITUTES A PART OF THIS PROPOSAL.
ALL WORK SHALL BE COMPLETED WITHIN '110 CALENDAR DAYS
(SATURDAYS, SUNDAYS AND HOLIDAYS INCLUDED) FROM THE DATE OF
SIGNING THE CONTRACT. LIQUIDATED DAMAGES FOR DELAYS BEYOND THE
COMPLETION DATE SHALL BE THREE HUNDRED FIFTY DOLLARS ($350.) PER
DAY FOR EACH AND EVERY CALENDAR DAY (SATURDAYS, SUNDAYS AND
HOLIDAYS INCLUDED).
BIDDER: South Fork Asphalt Corp.
BIDDER'S ADDRESS:_ P.O. Ilrawer 2028, Springs Fireplace Rd., East Hampton, NY
11937
TELEPHONE: (DAY) :324-1245 (NIGHT) : 324-9833 (EMERGENCY)
SIGNED BY: Robert M. Panchak DATE: May 24, 1989
TITLE: Vice President
P -B (1 of 2 )
i, is
P HOLZMACHER, McLENDON a MURRELL, P.C.
H21N GROU
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
PROPOSAL (CONT'D.)
The undersigned hereby acknowledges receipt of the following
Addenda (if any):
Addendum No. Date
NONE
Signature of person, firm or corporation making this Pro-
posal:
(Contractor)
Vice President
(Title)
The Town Board reserves the right to award this Contract to
the lowest qualified bidder and to reject and declare invalid any
or all.bids deemed in the best interest of the Town of Southold.
P -B (2 of 2)
�j
•
�]P HOLZMACHER, McLENDON 8 MURRELL. P.C.
N
� 2A ROUENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
PROPOSAL (CONT'D.)
Enclose certified check or bid bond for five percent (5%) of
the total bid, as stipulated in the foregoing Information for
Bidders.
The Bidder hereby agrees to enter into a Contract within
seven (7) days after due notice from the Town Board, Town of
Southold, that the contract has been awarded to him and is ready
for signature, such notice to be given in writing within forty-
five (45) days of the date of opening of the bids, and on the
signing of such contract by him to furnish the indemnifying bonds
as provided in the Contract.
The Bidder hereby further agrees that, in the event of his
failure or refusal to enter into a contract in accordance with
this bid within seven (7) days after due notice from said Town
Board that the contract has been awarded to him and is ready for
signature, as given in accordance with. the Information for Bid-
ders, and/or his failure to execute and deliver the bond for the
full amount of the contract price as provided in said Information
for Bidders, that the bidder's check which is herewith deposited
with the Town Board shall, at the option of said Town Board,
become due and payable as ascertained and liquidated damages
forsuch default, otherwise said check shall be returned to the
undersigned.
The full names and addresses of all persons and parties
interested in the foregoing bid as principals are as follows:
NAME ADDRESS
Gary A. Swanander 353 Two holes of Water Road
East Hampton, New York 11937
NAME OF BIDDER• South Fork Asphalt Corp.
BUSINESS ADDRESS OF BIDDER• P.O. Drawer 2028, Springs Fireplace Road,
East Hampton, New York 11937
TELEPHONE NUMBER: (DAY) : 324-1245
DATED AT:
East Hampton
(NIGHT) : 324-9833
THE 24 thDAY OF May, 1989
P- C
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i1�►� GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
PROPOSAL (CONT'D.)
NON -COLLUSIVE BIDDING CERTIFICATE
By submission of this bid, each bidder and each person
signing on behalf of any bidder certifies and, in the case of a
joint bid, each party thereto certifies as to its own
organization, under penalty of perjury, that, to the best of
their knowledge and belief:
(1) The prices in this bid have been arrived at indepen-
dently without collusion, consultation, communication or agree-
ment for the purpose of restricting competition, as to any matter
relating to such prices, with any other bidder or with any
competitor; I
(2) Unless otherwise required by law, 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 or to any
competitor; and
(3) No attempt has been made, or will be made, by the bid-
der to induce any. other person, partnership or corporation to
submit or not to submit a bid for the purpose of restricting
competition.
Dated: Southold, New York i '
May 24, 1989
BY: Robert M. Panchak
If this bidder cannot make the foregoing certification, a
statement signed by the bidder is attached setting forth in de-
tail the reasons therefore:
WE
•
•
GROUP HOLZMACHER, McLENDON 8 MURRELL, P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
QUALIFICATIONS OF BIDDERS
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
The following is a list showing the name of the Owner, the
location, the date of construction and/or performance, a general
description of the work, and the amount of the contract of work
of a similar nature constructed and/or performed by the under-
signed, and which has been completed and in operation for a
period of not less than one (1) year (minimum of five such
projects):
Town of Southold, Entrance Scale, Cutchogue
July, 1987, $132,000.00.
Town of Southamptah;— - North Sea Landfill, Scale
October, 1985, $120,000.00.
Town of Southold Highway, Annual Paving Overlay Bid,
Misc. Streets, $200,000.00, 1988.
Town of Southariipton.,," Ludlum Avenue Park, construct ballfields, tennis court
and parking lot, $200,000.00, 1983.
Golden View Estates, Subdivision paving, Laurel
$200,000.00, 1987.
SOHT 89-02
FIRM NAME: South Fork Asphalt Corp.
ADDRESS • East Hampton, New York 11937
SIGNED BY:
TITLE • Vice President
QB - 1 of 1
� 0
GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
CONTRACT
Installation of an exit truck scale
CONTRACT IN QUADRUPLICATE FOR at Cutchogue Landfill.
AT TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, dated
o� 19R, BY AND BETWEEN THE TOWN BOARD OF THE
TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK (herein called the
"Town"), and South Fork Asphalt Corp., East Hampton, New York 11937
(herein called the "Contractor").
WITNESSETH, that the Town and the Contractor, in
consideration of the premises and of the mutual covenants,
considerations and agreements herein contained, agree as follows:
This Contract is hereby awarded to the Contractor for the
work and material called for under his bid in the Proposal
section of the Contract and designated as Items:
Supply all work, equipment, labor, materials & insurances required by the
Plans and Specifications, with the exception of Contingency Item #1.
and if required by the Consulting Engineer, Items:
Supply all work, equipment, labor & materials necessary to pave the additional
area west and northeast of the scale, identified on the Plans as Ciontingency
Item #1.
for the sum of: one hundred eighteen thousand eight hundred thirty two and
no cents ($ 118,832.00 )
Dollars
for the unit and/or lump sum price(s) as listed in the Proposal
0 I herein.
SOHT 89-02
C - 1
•
HOLZMACHER, MCLENOON 6 MURRELL. ie,.C. / HIM CORP.
CONSULTING ENOINELgA ANO ENVIRONMENTAL 9CIENTIST7
CONTIZACT - COWL" I).
1. CONTRACT DOCUMENTS AND DEFINITIONS
The Notice to Bidders, in for Bidders, Proposal,
General Conditions, Contract, Specifications and'Plans, together
with any Addenda, shall form .part of this Contract, and the pro-
visions thereof shall be as binding upon the parties hereto as
if they were herein fully set forth. The titles, headings, head-
lines and marginal notes contained herein are solely to facilitate
reference to various provisions of the Contract Documents and in
no way affect, limit or cast light upon the interpretation of the
provisions to which they refer. Whenever the term "Contract Docu-
ments" is used, it shall mean and include this Contract, the Plans,
Specifications, any Addenda, and the Notice to Bidders, Information
for Bidders, General Conditions and Proposal. In case of any con-
flict or inconsistency between the provisions of Lhe Contract and
those of the Specifications, the provisions of the Contract shall
govern.
WORK: The .term "Work", as used herein, refers to all of the
work proposed to be accomplished at the site of the project and
all such other work as is in any manner required to accomplish
the completed project, and includes all plant, labor,. materials,
supplies, equipment and other facilities 'and acts necessary or
proper for or incidental to the carrying out and completion of
the terms of this Contract. The term work performed" shall be
construed to include material delivered to and suitably stored
at the site of the project.
EXTRA WORK: The term:"Extra Work", as used herein, refers
to and includes all work required by the Town which, in the
judgment of the Engineer, involves' changes in or additions to
work required by the Plans, Specifications and any Addenda in
their present form.
SUBCONTRACTOR: The term "Subcontractor", as used herein,
shall mean any person, firm or corporation applying labor and
material for work at the site of the project, but not including
the parties to this Contract.
ENGINEER: In the performance of the work, the Town shall
be represented by its Consulting Engineer HOLZMACHER, McLENDON &
MURRELL, P.C., (herein called the "Engineer").
- C-2
HOLZMACHER. MCLENDON & MURRELL. P.C. / N2M COR? -
CONSULTING ENGINURS ANO ENvIAONMf?NTAL SCIENTISTS
•CONTRACT CUNT' U.
r i
NOTICE - The term "Notice", as used herein, shall mean and
include �ritten notice. Written notice shall be deemed to have
been duly served when delivered to, or at the last known business
address of, the person, firm'or corporation for whom intended or
to his, ,their, or its duly authorized agents, representatives or
officers, or when enclosed in a postage prepaid wrapper or enve-
lope addressed to such person, firm or corporation at his, their,
or its last known business address and deposited in a United
States Mail Box.
DIRECTED. REQUIRED APPROVED, ACCEPTABLE - Whenever they refer
to the work, or its -performance, "directed", "required", "permitted",
"ordered", "designated", "prescribed", and words of like import
shall imply the direction, requirement, permission, order, designa-
tion or prescription of the Engineer, and "approved", "satisfied",
or "satisfactory", "in the judgment of", and words of like import,
shall mean approved or acceptable to, or satisfactory to, in the
judgment of the Engineer.
2: SCOPE OF THE WORK
The Contractor will furnish all plant, labor, material,
supplies, *equipment and other facilities and things necessary
or proper for or incidental to, the work contemplated by this
Contract as required by, and in strict accordance with, the
applicable Plans, Specifications and Addenda prepared by the
Engineer and/or required by and in strict accordance with,
such changes as are ordered and approved pursuant to this
Contract, and will perform all other obligations imposed on
him by the Contract.
3. COMPENSATION TO BE PAID TO THE CONTRACTOR
(a) Agreed Prices: It is understood and agreed that the Con-
tractor will accept as payment in full the summation of products,
of the actual quantities in place upon the completion of the work,
as determined by the Engineer's measurements by the unit prices
bid, no allowance being made for anticipated profit or for reason
of variations from the estimated quantities set forth in the
Proposal.
(b) Extra Work and/or Changes: The Town may, at any time, by
a written order, and without notice to the sureties, require the
• performance of such extra work or changes in the work as it may
find necessary or desirable. The amount of compensation to be paid
to the Contractor for any extra work, as so ordered, shall be
determined as follows:
C-3
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•
HOLZMACHER, MCL,ENDON 6 MURRELL P.C. / H2M CORP.
r1V4V1LnN0 04GINEERI Ano Er4VIRONM04TAL 9CIENTIM
CONTRACr - CON'r' D.
(1) By such applicable unit prices, it ally, as set forth
in the contract, or
(2) If no such unit prices are set forth, then by unit prices
or by a lump sum mutually agreed upon by the Town and the Con-
tractor, or
(3) If no such unit prices are set forth, and if the parties
cannot agree upon unit prices or a lump sum, then by actual net
cost in money to the Contractor of the materials, permits, wages,
or applied labor, premiums for Workmen's Compensation Insurance,
payroll taxes required by law, rental for plant and equipment
used (excluding small tools) to which total cost will be added
twenty percent (200) as full compensation for all other items of
profit, costs and expenses, including administration, overhead,
superintendence, insurance, insurance other than Workmen's Compen-
sation Insurance, material used in temporary structures,
allowances made by the Contractor to subcontractors, additional
premiums upon the Performance Bond of the Contractor and the use
of small tools.
4. TIME OF ESSENCE
Inasmuch as the provisions of this Contract relating to the
time for performance and completion of the work are for the purpose
of enabling the Town to proceed with the construction of a public
improvement, in accordance with a predetermined program, such pro-
visions are of the essence of this Contract.
5. COMMENCEMENT OF WORK
The Contractor agrees that he will commence work within ten
(10) consecutive calendar days after signing this Contract, and
t -hat the day !se commences work shall constitute the first of the
consecutive calendar days allowed for completion of the work.
- C-4
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HOlZMACHER. McLENOON S MURRELL. P.C. / H2M CORP.
CONSULTING ENGINEERS AND ENVIRONMENTAL 5CIENT1fTf
CONTRACT - CONT'D.
6. TIME FOR COMPLETION
The time for completion of this Contract shall be within the
number of calendar days stated in the Bid Proposal and the date
of such completion shall be the date of the certificate of com-
pletion hereinafter specified.
The Town reserves the right to order the Contractor to
suspend operations when, in the opinion of the Engineer, impro-
per weather conditions make such action advisable, and to order
the Contractor to resume operations when weather and ground con-
ditions permit. The days during which such suspension of work is
in force are not chargeable against the specified completion time.
7. LIQUIDATED DAMAGES FOR DELAY
The time limit being essential'to and of the essence of this
Contract, the Contractor hereby agrees that the Town shall be,
and is hereby* authorized to deduct and retain out of the money
which may be due or may become due to said Contractor under this
agreement,the sum of three hundred and fifty dollars ($350.00) per day
is hereby agreed upon, fixed and determined by the parties hereto
as the liquidated damages,. including overhead charges, services,
inspector's wages, and interest on the money invested, that the
Town will suffer by reason of such default, for each and every
day during which the aforesaid work may be incomplete over and
beyond the time herein stipulated for its completion, provided,
however, that the Town shall have the right to extend the time
for the.completion of said work.
8. EXTENSIONS OF TIME - NO WAIVER
If the Contractor shall be delayed in the completign of his
work by reason of unforeseeable causes beyond his control and with-
out his fault, or negligence, including but not restricted to Acts
.of God or of any public enemy, acts or neglect of the Town e
acts or neglect of any other Contractor, fires, floods, epidemics,
quarantine restrictions, strikes, riots, civil commotion or freight
embargoes, the period herein above specified for completion of his
work shall be extended by such time as shall be fixed by the Town.
No such extension of time shall be considered a waiv*r by the
Town of its right to terminate the Contract for abandonfltgnt or
delay by the Contractor as hereinafter provided or relieve the
Contractor from full responsibility for performance 9f his obliga-
tions hereunder.
C-5
•
r
■ lHOLZMACHER. MCLENDON S MURMLL. P.C.
1214- coftwLTIM0 EMWMEiK EMYM10M"WAL=&W"6T8_NPIAMMEIM
CONTRACT - CONT'D.
9. CONTRACT SECURITY
(a) The Contractor shall deliver to the Town executed bonds in the
amount of one hundred percent (100%) each of the accepted bid as a
security for the faithful performance of his contract and for the pay-
ment of all persons performing labor or furnishing materials in con-
nection therewith, prepared on the Standard Form of Bond of American
Institute of Architects A-311 and having as surety thereon such surety
company or companies as are acceptable to the Town and as are authorized
to transact business in the State of New York.
(b) Additional or Substitute Bond(s): If, at any time, the Town
shall be or become dissatisfied with any surety or sureties, then
upon the Performance Bond or Payment Bond, or if, for any other
reason, such bond shall cease to be adequate security to the Town,
the Contractor shall, within five (5) days after notice from the Town,
substitute an acceptable bond(s) in such form and sum, and signed by
such other surety as may be satisfactory to the Town. The premiums
on such bonds shall be paid by the Contractor. No further payments
shall be deemed due, nor shall be made, until the new surety shall
have been qualified.
(c) Prior to release of the Performance Bond, the Contractor shall
deliver to the Town a Maintenance Bond equal to one hundred percent
(100%) of the total Contract price, including all extras. This Main-
tenance Bond shall remain in'full force and effect for a period of one
(1) year after the date of the final payment request prepared by the
Engineer, and such bond, which shall be executed by the Contractor and
issued by a reliable, solvent surety company authorized to do business
in the State of New York shall guarantee to the Town that the Contractor
shall promptly remedy any defects or faults that may occur within
twelve (12) months after completion and acceptance of the work performed
by the Contractor pursuant to this Contract.
10. CONTRACTOR'S INSURANCE
The Contractor shall not commence any work until he has obtained
and had approved by the Town all of the insurance required under
this Contract, as enumerated herein:
Compensation Insurance
Public Liability and Property Damage Insurance
Contractor's Protective Liability and Property
Damage Insurance
Owner's (Town of Southold) and Engineer's Pro-
tective Public Liability and Property Damage
Insurance
Automobile Public Liability and Property Damage
Insurance
C-6
•
HOLZMACHER, McLENDON & MURRELL P.C. / H2M CORP.
WN]UITINa Emamu_Af AHO CNVIRONWWAL &CICNTIST7
CONTIZAC-r - CUNT" U.
The contractor shall name the Town of Southold as the
insured party in all policies.
The Contractor shall not permit any subcontractor to commence
any operation on the site until satisfactory proof of carriage of
the above required insurance has been posted with, and approved
by, the Town.
(a) Compensation Insurance: The Contractor shall take out
and maintain, during the life of this Contract, Workmen's Compensation
Insurance for all of his employees employed at the site of the pro-
ject, and in any case of any of the work being sublet, the Contractor
shall require the subcontractor similarly to provide Workmen's Com-
pensation Insurance for all of the latter's employees, unless such
employees are covered by the protection afforded by the Contractor.
(b) Public Liability and Property Damage Insurance: The Con-
tractor shall take out and maintain during the life of this Contract
such Public Liability and Property Damage Insurance as shall pro-
tect him and any subcontractor performing work covered by this
Contract for claims for damages for personal injury, including
accidental death, as well as from claims for property damage which
may arise from operations under this Contract, whether such opera-
tions be by himself or by any subcontractor, or by anyone directly
or indirectly employed by either of them, and the amounts of such
insurance shall be as follows:
Public Liability Insurance in the amount not less than Five
Iiundred Thousand Dollars ($500,000.) for bodily injuries, including
wrongful death to any one person, and subject to the same limit
for each person in an amount not less than One Million Dollars
($1,000,000.) on account -of one accident.
Property Damage Insurance in an amount not less than One
Hundred Thousand Dollars ($500,0000 for damages on account of
any one accident and in -an amount of not less than Two Hundred
Thou sand Dollars ($1,000,000 for damages on account of all accidents.
The Public Liability and Property Damage Insurance shall
include as additional named insureds: The Town of Southold.
(c) Liability and Property Damage Insurance: The above
policies for public liability and property damage insurance must
be so written as to include Contractor's Protective Liability and
Property Damage Insurance to protect the Contractor against
claims arising from the operations of any subcontractor.
C-7
•
HOLZMACHER. McLENDON 6 MURRELL. P.C. 1 H2M CORP.
C0N3ULnNa a4awms ANO Cmvi.R0NIAC?HTAL acmNnST7
• l
CONI 'KACT - CONT' D.
(d) Owner's and/or Engineers Protective Public Liability and
Property Damage Insurance:' (Town and/or Town Board, Town of
Southold and/or Holzmacher, McLendon & Murrell, P.C.) The Con-
tractor shall furnish to the Town with respect to the operations
he or any of his subcontractors perform, a regular Protective
Public Liability Insurance Policy for and in behalf of the Town
and/or Town Board, Town of Southold and/or Holzmacher, Mndon.&
Murrell, P.C., providing for a limit of not less than $1.00e
for all damages arising out of bodily injuries to, or death of
one person and subject to that limit for each person, a total
limit of $3,000,000. for all damages arising out of bodily inju-
ries to, or death of, two or more persons in any one accident;
and regular Protective Property Damage Insurance providing for a
limit of not less than $500,000. for all damages arising out of
injury to, or destruction of, property in any one accident and
subject to that limit per accident a total (or aggregate) limit
of $1,000,000. for all damages arising out of
injuryito,
orcdes-
truction of property during the policy period.
fully cover the legal liability of the Town and/or Town Board,
Town of Southold as owner and/or Holzmacher, McLendon & Murrell, P.C.
The coverage provided under this policy must not be affected if
the Town and/or Engineer performs work in connection with the project
either for, or in cooperation with, the Contractor or as an aid there-
to, whether the same be a part of the Contract or separate there-
from, by means of its own employees or agents, or if the Town
and/or Engineer directs or supervises the work to he performed by
the Contractor.
(e) Automobile 'Public Liability and Property Damage Insurance:
The Contractor shall take' -.out and .maintain during the life of the
Contract such automobile public liability and property damage
insurance as shall protect him and any subcontractor performing
work covered by this contract from claims for damages for personal
injury, including accidental death as well as from claims for
property damage which may arise from operations under this Con-
tract, whether such operations be by himself or by any subcontractor,
or by anyone directly or indirectly employed by either of them and
the amounts of succi insurance shall be as follows:
C-8
HOLZMACHER. McLENDON & MURRELL P.C. / H2M CORP.
CON]ULTINO ETIQINELRS ANO ENVIRONMENTAL SCIENTISTI
•I CON'ITACT - CONT" I).
r
Automobile Public Liability Insurance in an amount not less
than Five Hundred Thousand Dollars ($500,000.) for bodily injuries,
including wrongful death by any one person, and subject to the
same limit for each person in an amount not less than One Million
Dollars ($1,000,000.) on account of one accident.
Automobile Property Damage Insurance in an amount of not
less than One Hundred Thousand Dollars ($100,000.) for damages
on account of any one accident and in an amount of not less than
Two Hundred Thousand Dollars ($200,000.) for damages on account
of all accidents.
11. PROOF OF CARRIAGE OF INSURANCE
The Contractor shall furnish the Town with certificates
of each insurer insuring the Contractor or any subcontractor
under this Contract, except with respect to subdivision (d) of
Paragraph 10. In respect to this paragraph, the Contractor shall
furnish the Town with the original insurance policy and a copy
to the Engineer.
Both certificates, as furnished, arra the insurance policy, as
required, shall bear the policy numbers, the expiration date of the
policy and the limit or limits of liability thereunder. Both the
certificates and the policy shall be further endorsed to provide
the Town and Engineer with any notice of cancellation at least
five (5) days prior to the actual date of such cancellation.
r -U
HOUMACHER, MGLENDON & MURRELL P.C. / H2M CORP.
C044SULTINu I?IOINELgS ANO ENVIAONI.Io4rAL SCIENrIST3
• I CON'ITACT - CONT' D.
12. COMPLIANCE WITH LABOR AND PENAL LAWS
The Contractor hereby expressly agrees to comply with all the
provisions of the Labor Law and any and all amendments thereto,
insofar as the same are applicable to this Contract. The Labor
Laws, as amended, provide that no laborer, workman 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 con-
templated by this Contract, shall be permitted or required to
work more than eight (8) hours in any one calendar day, except
in cases of extraordinary emergency caused by fire, flood, or
danger to life or property; that no such person shall be employed
more than eight (8) hours in any day or more than five (5) days
in any week, except in such emergency; that the wages to be paid
for a legal day's work as hereinbefore defined, to laborers,
workmen, or mechanics upon the work called for under this Con-
tract, or for any materials used upon or in connection therewith,
shall not be less than the prevailing rate for a day's work in
the same trade .or occupation in the locality within the State
where such work is to be done and each laborer, workman or
mechanic employed by the Contractor, subcontractor, or other
person about or upon the work shall be paid the wages herein
provided; that employees engaged in the construction outside the
limits of cities and villages are no longer exempt from the pro-
visions of the Labor Law which required the payment of the pre-
vailing rate of wages and the eight (8) hour day.
Section 222 of the Labor Law, as amended by Chapters 556
and 557 of the Laws of 1933, provides that preference in employ-
.ment shall be .given to citizens of the State of New York who
have been residents of Suffolk County for at least six (6)
consecutive months immediately prior to the commencement of
their employment. Each person so employed shall furnish satis-
factory proof of residence, in accordance with rules adopted
by the Industrial Commissioner. Persons other than citizens
of the State of New York shall be employed only when such
citizens are not available. Section 222 further provides that
upon the demand of the State Industrial -Commissioner, the Con-
tractor shall furnish a list of names and addresses of all his
subcontractors and further provides that a violation of this
section shall constitute a misdemeanor and shall be punishable
by a fine of not less than Fifty Dollars ($50.00) nor more than
Five Hundred Dollars ($500.00) or by imprisonment for not less
than thirty (30) days nor more than ninety (90) days, or both
fine and imprisonment -
C -10
HCUMACHER. McLENDON 6 MURRELI_ F.C. / H2M CO+IY.
CONSULnma D4G'HEtA4 ANO Et4VIROHMENYAL SCICNTIST7
• I CONTRACT - CONT'D.
Section 220A of the Labor Law, as amended by Chapter 472
of the Laws of 1932, provides that before payment is made by
or on behalf of the State or any City, County, Town or Village
or other civil division of the State, of any sums due on
account of a contract for a public improvement, it is the duty
of the Comptroller or. the financial officer of the Municipal
Corporation to require the Contractor and each and every sub-
contractor to file a certified statement in writing, in satis-
factory form, certifying to the amounts then due and owing to
any and all laborers for daily or weekly wages on account of
labor performed upon the work of the Contract, setting forth
therein the names of the persons whose wages are unpaid and
the amount due each, respectively.
Section 220-B of the Labor Law, as so amended, provides
that any interested person who shall have previously filed a
protest in writing objecting to the payment to any Contractor
or subcontractor to the extent of the amount or amounts due or to
become due to him for daily or weekly wages for labor performed
on the public improvement for which the Contract was entered
into, or if, for any other reason, it may be deemed advisable,
the Comptroller of the State or other financial officer of the
Municipal Corporation may deduct from the whole amount of any
payment on account thereof the sum.or sums admitted by any
Contractor or subcontractor in such statement or statements
so filed to be due and owing by him on account of labor per-
formed and may withhold the amount so deducted for the benefit
of the laborers for daily or weekly wages, whose wages are
unpaid as shown by the verified statements filed by any Con-
tractor or subcontractor and may pay directly to any person
the amount or amounts so -shown to..be due for such wages.
Section 220-C of the Labor Law, as so amended, provides
the penalty for making of a false oath or verification.
Section 220-D of the Labor Law provides that the advertised
specifications for every Contract for the construction, recon-
struction, maintenance and/or repair of highways to which the
State, County, Town and/or Village is a party shall contain the
provision stating the minimum rate of hourly wage that can be
6 paid, as shall be designated by the Industrial Commissioner,
2 to the laborers employed in the performance of the Contract,
either by the Contractor, subcontractor or other person doing
or contracting to do the whole or part of the work contemplated
by the Contract, and the Contract shall contain a stipulation
that such laborers shall be paid not less than such hourly minimum
israte of wage. Any person or corporation that willfully pays
HOIZMACHER, MCLENDON 6 MURRELL, P.C. I H2M CORP.
cON]uLnma cmwmEL s ANO CNVIAONM04TAL BcIENTIM
• I CONTRACT - CONT' D.
C,
after entering into such contract less than such stipulated
minimum hourly wage scale shall be guilty of a misdemeanor and,
upon conviction, shall be punished for a first offense by a
fine of Five hundred Dollars ($500.00) or by imprisonment for
not more than thirty (30) days, or by both fine and imprisonment
for a second offense by a fine of One Thousand Dollars ($1,000.00)
and, in addition thereto, the Contract on which the violation has
occurred shall be forfeited; and no such person or corporation
shall be entitled to receive any sum or nor shall any officer,
agent or employee of the State pay the same or authorize its
payment from the funds under his charge or control to any person
or corporation for work done upon any contract, on which the
Contractor has been convicted of second offense in violation of
the provisions of this Section.
The minimum wage rates established by the Industrial Com-
missioner, State of New York, for this Contract, are as set-
forth
etforth in the Information for Bidders.
Section 1918 of the Penal Law, as amended, provides that
no person shall discharge explosives in the ground, nor shall
any person other than a state or county employee regularly
engaged in the maintenance and repair thereof excavate in any
then existing street, highway, or public place, unless notice
thereof in writing shall have been given at least seventy-two
hours in advance to the person, corporation or municipality
engaged in the distribution of gas in such territory. The
person having direction or control of such work shall give such
notice and further, he shall ascertain whether there is within
one hundred feet of such street, highway or public place, or in
the case of,a proposed discharge of explosives within a radius
of two hundred feet of such discharge, any pipe of any person,
corporation or municipality conveying combustible gas, and if any
emergency involving danger to life, health or property, it shall
be lawful to excavate without using explosives if the notices
prescribed herein are given as soon as reasonably possible, and
to disharge explosives to protect a person or persons from an
immediate and substantial danger of death or serious personal in-
jury if such notices are given before any such discharge is under-
taken. Any such work shall be performed in such manner as to
avoid damage to pipe conveying combustible gas. Any violation
of the provisions of this Section shall be a misdemeanor.
C-12
is I CONTRACT - CUNT" D.
U
HOLZMACHER, MCLENDON S MURRELL. P.C. / H2M CORP.
CON3UITINU CmOINELAA ANO [fmVIRONMENTAL 5C1UImT M
13. QUALIFICATIONS FOR EMPLOYMENT
No person under the age of sixteen (16) years, and no person
currently serving sentence in a penal or correctional institution
slia.11 be employed to perform any work on the project under this
Contract. No person whose age or physical condition is such the
to make his employment dangerous to his health or safety,
health and safety of others, shall be employed to perform any
work on this project; provided, however, that such restriction
shall not operate against the employment of physically handi-
capped persons, otherwise employable, where each person may be
safely assigned to work which they can ably perform.
14. NON-DISCRIMINATION
There shall be no discrimination because of race, creed or
color in the employment of persons for work under this Contract,
whether performed by the Contractor or any subcontractor. Neither
shall the Contractor or any subcontractor discriminate in any
manner against or intimidate any employee hired for the perform-
ance of work under this Contract on account of race, creed or
color.
There may be deducted from the amount payable to the Con-
tractor by the Town under this Contract a penalty of Five Dollars
($5.00) for each person for' each calendar day during which such
person was discriminated against or intimidated in violation of
the provisions of this paragraph;. -provided that for a second or
any subsequent violation of the terms of this paragraph, this Con-
tract may be canceled or terminated by the Town and all monies
due or to become due hereunder may be forfeited.
15. PAYMENT OF EMPLOYEES
The Contractor and each of his subcontractors shall pay each
of his employees engaged in work on this project tinder- this
Contract in full (less deductions made mandatory by law) in cash
and not less often than once each week.
C-13
•
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■ lt1� HOLZMACHER. MCLENDON & MURRELL. P.C.
24AODMfLLTM0EK1GpWEM fWVM01WfHTAL SCEMTIM wE PLADMIM
CONTRACT - CONT'D.)
16. ESTIMATES AND PAYMENTS
(a) Monthly: At the end of each calendar month during the
progress of the work, the Engineer shall make up an approximate
estimate of the work done and the materials furnished, based upon
the prices set forth in the Proposal. In consideration of the
work done and the materials furnished, the Town will pay or cause
to be paid to the Contractor the amount estimated by the Engineer
as due him, less a sum equal to ten percent (10%) of such amount up
to the 50% completion point, five percent (5%) thereafter, to satisfy
any claims, liens or judgments against the Contractor which have not
been suitably discharged. The making of any such estimate or payment
made thereon shall not be taken or construed as an acceptance by the
Engineer or the Town of any work so estimated and paid for. The amount
of the monthly estimate remaining unpaid will be retained by the Town
as a guarantee that the Contractor will faithfully and completely ful-
fill all obligations imposed by the Contract and Specifications, and
against any damages incurred by the Town by reason of any failure on the
part of the Contractor to fulfill all conditions and obligations herein
contained. All partial payments are subject to correction in any sub-
sequent payment. The retained amounts shall be paid as set forth in
16 (b)'.
(b) Final Payment Request: Thirty (30) days after the Contractor
shall have substantially completed the work required of it under the
Contract, the Engineer will prepare a final payment request of all work
done. Thereafter, the Town will pay to the Contractor the remaining
amount of the Contract balance, less a sum equal to two (2) times the
value of any remaining items to be completed, and less an amount necessary
to satisfy any claims, liens or judgments against the Contractor which
have not been suitably discharged. As the remaining items of work are
satisfactorily completed or corrected, the Town shall promptly pay, upon
receipt of a requisition for these items less an amount necessary to
satisfy any claims, liens or judgments against the Contractor which have
not been suitably discharged. Any claims, liens and judgments referred
to in this section shall pertain to the project and shall be filed in
accordance with the terms of the applicable contract and/or applicable
laws.
(c) In order to secure the performance of the covenant of the
Contractor, prior to release of the Performance and Payment Bonds, the
Contractor shall deliver to the Town a Maintenance Bond equal to one
hundred percent (100%) of the total contract price, including all extras.
This Maintenance Bond shall remain in full force and effect for a period
of one (1) year after the date of the final payment request and such
bond, which shall be executed by the Contractor and issued by a reliable,
solvent surety company authorized to do business in the State of New York
shall guarantee to the Town that the Contractor shall promptly remedy
any defects or faults that may occur within twelve (12) months after
completion and acceptance of the work performed by the Contractor pur-
suant to this Contract.
C-14
•
•
HOIZMACHER. McLENDON & MURRELL. P.C. / H2M CORP.
CON]ULTINO ENGINEER• AND ENVIRON WNTAL SCIENTISTS
CONTRACT - CONT" D.
(d) Measurements for Payment: The Engineer shall make due
measurement of the work done during the progress of the work and his
estimate shall be final and conclusive evidence of the amounts of work
performed by the Contractor under, and by virtue of, this agreement,
and shall be taken as the full measure of compensation to be received
by the Contractor. When requested by the Contractor, the Engineer shall
measure, re -measure or re -estimate any portion of the work; but the
expense of such remeasurement or re -estimating shall, unless material
error be proved, be paid for by the Contractor.
17. ACCEPTANCE OF FINAL PAYMENT CONSTITU'T'ES RELEASE
The acceptance by the Contractor of the -final. payment shall be,
and shall operate as a release -to the Town from all claims and all
liabilities to the Contractor for all things done or furnished in
connection with this work and for every act and neglect of the
Town and other relating to, or arising out of, this work, excepting
the Contractor's claims for interest upon the final payment, if
this payments be improperly delayed. No payment, however, final or
otherwise, shall operate to release the Contractor or his sureties
from any obligations under. this Contract or the Performance Bond.
18. CONSTRUCTION REPORTS
The Contractor shall, submit to the Engineer prior to the
commencing of any work under this Contract a detailed schedule and
plan of operation, indicating the manner in which the Contractor
proposes to prosecute the work, and a time schedule therefore.
Such schedules are not intended to bind the Contractor to a pre-
determined plan or procedure, but rather to enable the Engineer
to coordinate the work of the Contractor with work required of and
to be performed by others.
The Contractor shall furnish the Engineer with periodic esti-
mates 'for partial payments as required elsewhere in the Contract
documents and, in addition thereto, will furnish the Engineer with
a detailed estimate for final payment. Prior to being eligible to
receive final payment under this Contract, the Contractor shall
furnish the Engineer with substantial proof that all bills for
services rendered and materials supplied have been paid. The
enumeration of the above reports in no way relieves the Contractor
of his responsibility under existing Federal or State laws of
filing such other reports with agencies other than the Town
as may be required by such existing laws or regulations.
C-15
C
HOLZMACIIER, McW4DON & MURRELL F.C. / H2M CORP.
WN3UIrMa 0401MEE96 Mlo ENVIAOnwCNTAL 6CIt?/rIST13
CONTRACT - CUNT" 1) .
19. INSPECTION AND TESTS
All material and workmanship shall be subject to inspection,
examination and test by the Engineer and other representatives
of the Town at any time during the construction and at any and
all places where manufacturing of materials used and/or construct -
tion is carried on.
Without additional charge, the Contractor shall furnish
promptly all reasonable facilities, labor and materials neces-
sary to make tests so required safe and convenient.
I.f, at any time, before final acceptance of the entire
work, the Engineer considers necessary or advisable an examin-
ation of any portion of the work already completed, by removing
or tearing out the same, the Contractor shall,.upon request,
furnish promptly all necessary facilities,!labor and materials
for such examination. If such work is found to be defective in
any material respect, due to the fault of the Contractor or any
subcontractor, or if any work shall be covered over without the
approval or consent of the Engineer, whether or not the same shall
be defective, the Contractor shall be liable for the expenses of
or such examination and of satisfactory reconstruction.
If, however, such approval and consent shall have been given,
and such work is found to meet the requirements of this Contract,
the Contractor shall be recompensed for the expense of such examin-
ation and reconstruction in the manner herein provided for the
payment of costs of extra work.
The selection of laboratories and/or agencies for the in-
spection and tests of supplies, materials or equipment shall be
subject to the approval of the Engineer. Satisfactory documen-
tary evidence that the material has passed the required inspec-
tion and test must be furnished the Engineer prior to the incor-
poration of the material in the work.
Any rejected work skull be removed from the site of the
project completely at the expense of the Contractor.
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•
•
HOLZMACHER, McLENDON 6 MURRELL. P.C. / H2M CORP.
CONlULTINO ENGINEER/ ANO E"IR0NWNTAE SCIETITIST!
CONTRACT CONT" 1).
20. PLANS AND SPECIFICATIONS - INTERPRETATIONS
The Contractor shall keep at the site of the work one copy of
the flans and Specifications signed and identified by the Engineer.
Anything shown on the Plans and not mentioned in the Specifications
or mentioned in the Specifications and not shown on the Plans shall
have the same effect -as if shown or mentioned respectively in both.
In case of any conflict or inconsistency between the Plans and
Specifications, the Plans shall govern. Any discrepancy between
the figures and specifications shall be submitted to the Engineer,
whose decision therein shall be conclusive.
21. SUBSURFACE CONDITIONS FOUND DIFFERENT
Should the Contractor encounter subsurface conditions at the
site materially differing from those shown on the Plans or indi-
cated in the Specifications, he shall immediately give notice
to the Engineer of such conditions before they are disturbed;
the Engineer shall thereupon promptly investigate the conditions
and if he finds that they materially differ from those shown on
the Plans or indicated on the Specifications, he shall at once make
such changes in the Plans and/or Specifications as he may find
necessary.
Any increase or decrease of cost resulting from such changes
will be adjusted in the manner provided herein for adjustment as
to extra and/or additional work and changes.
22. CONTRACTOR'S TITLE TO MATERIALS
No material or supplies for the work shall be purchased by
the Contractor or by any subcontractor subject to any chattel
mortgage or under a conditional sale or other agreement by which
an interest is retained by the seller. The Contractor warrants
that he has good title to all materials and supplies used by him
in the work.
23. SUPERINTENDENCE BY CONTRACTOR
At the site of the work the Contractor shall employ a Con-
struction Superintendent or foreman who shall have full authority
to act for the Contractor. It is understood that such represen-
tative shall be acceptable to the Engineer and shall be one who
can be continued in that capacity for the particular job involved
unless he ceases to be on the Contractor's payroll.
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•
HOIZMACHER, MCLENDON S MURRELL_ P.C. / H2M CORP.
CON7ULTINO QrOINUgs ANO ENv1gcr4wo+rAL OCICNn.T7
ICUN'1'lir1C1' - CUN1" D.
24. PROTECTION OF WORK PERSONS AND PROPERTY
Precaution shall be exercised at all times for the proper
protection of all persons, property and work. The safety pro-
visions of applicable laws, building and construction codes
shall be observed. Machinery equipment and all hazards shall
be
guarded or eliminated in accordance with the safety P visiions
of the Manual of Accident Prevention in Construction, p
ublby the Associated General Contractors of America, tothe
extent
that such provisions are not in contravention of app
le law.
The Contractor shall furnish entirely at his own expense any and
all additional safety measures deemed necessary by theTon The
or
its Engineer to adequately safeguard the traveling public.
Contractor shall give notice to the owners of all utilities
which may serve the area and request their assistance in conducts,
pre-
determining the location and depth of the various pipes,
manholes and other underground facilities.
The Contractor shall, at all hours of the day, safely
guard and protect his own work and adjacent property from
anor
damage and shall replace or make good any such damage,
losstly
injury unless cuments, orebydthecTown boreits rcontained
such be duly authorized
the Contract do
representatives.
The Contractor shall provide and maintain such watchmen,
barriers, lights, flares and other signals, at his own expense,
as will effectively prevent any accident in consequence of
his work for which the Town might be liable. The Contractor
shall be liable for all injury or damage caused by his act or
neglect, or that of his employees.
25. PATENT RIGHTS
As part of his obligation hereunder and without any
a ad-
ditional compensation, the Contractor will pay for any p
ent
fees or royalties required in respect to the work or any part
thereof and will fully indemnify the Town for any loss on
account of any infringement of any patent rights, unless prior
to his use in the work of a particular process or a product of
a particular manufacturer, he notifies the Town in writing
that such process or product is an infringement of a patent.
C-18
HOUMACHER, McLENDON S MURRELL- P.C. / H2M CORP.
CON3ULrINa ENGINEERG Al1O GIVIRONMENTAL SCICNTI <T9
• I CONTRACT - CONT' D.
26. REPRESENTATIONS OF CONTRACTOR
The Contractor represents and warrants:
(a) That he is financially solvent and that he is experienced
in and competent to perfrom the type of work involved under this
Contract and able to furnish the plant materials, supplies and/or
equipment to be furnished for the work; and
(b) that he is familiar with all Federal, State and Municipal
Laws, ordinances and regulations which may in any way affect the
work of those employed hereunder, including but not limited to any
special acts relating to the work; and
(c) that such work required by these Contract Documents as
is to be done by him can be satisfactorily constructed and used
for the purpose for which it is intended and that such construc-
tion will not injure any person or damage any property; and
(d) that he has carefully examined the Plans, Specifications,
and the site of the work, and that from his own investigation lie
has satisfied himself as to the nature and location of the work,
the character, location, quality and quantity of surface and sub-
surface materials, structures and utilities likely to be.encountered,
the character of equipmentheand other
localfacilities
eo nditionsneeded
which may
performance of the work, general
in any way affect the work or its performance.
27. AUTHORITY OF THE ENGINEER
In the performance of the work, the Contractor shall abide by
all orders and directions and requirements of the Engineer and shall
perform all work to the satisfaction of the Engineer, 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 d:her questions in connection with the
work. Upon request, the Engineer shall confirm in writing any oral
orders, directions, requirements or determinations. The enumeratiai
herein or elsewhere in the contract documents of particular instances
in which the opinion, judgment, discretion or determination of the
Engineer shall control, or in which work shall be performed to his
satisfaction or subject to his approval, or inspection, shall not
• imply that only matters similar to those enumerated shall be so
governed and so performed, but without exception all the work
shall be governed ardso performed.
C_ 19
t
HOLZMACHER, McLENDON & MURRELL, P.C.
CONSULTING ENGINEEM ENVIRONMENTAL SCIENTISTS WA PLANNERS
CONTRACT (CONT'D )
28. SURVEYS
All benchmarks and layout of lines and grades will be the
responsibility of the Contractor.
29. CHANGES AND ALTERATIONS
The Town reserves the right to make alterations in the loca-
tion, line, grade, plans, form or dimensions of the work, or any
part thereof, either before or after the commencement of the con-
struction. If such alterations diminish the amount of work to be
done, no claim for damages or anticipated profits will be war-
ranted on the work which may be dispensed with. If such alter-
ations increase the amount of work, such increases shall be paid
for according to the quantity of work actually done and at the
prices for such work as contained in the schedule of prices.
30. CORRECTION OF WORK
All work and all materials, whether incorporated into the
work or not, all processes of manufacture and all methods of con-
struction shall be, at all times and places, subject to the in-
spection of the Engineer, who shall be the final judge of qual-
ity, materials, processes of manufacture and methods of construc-
tion suitable for, the purpose for which they are used. Should
they fail to meet his approval, they shall be forthwith recon-
structed, made good and replaced and/or corrected as the case may
be, by the contractor at his own expense. Rejected materials
shall immediately be removed from the site.
If, in the opinion of the Engineer, it is not desirable to
replace any defective or damaged materials or to reconstruct or
correct any portion of the work injured or not performed in ac-
cordance with the Contract Documents, the compensation to be paid
to the contractor hereunder shall be reduced by such amount as,
in the judgment 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 defects, breakdowns or adjustments which may appear
within one (1) year following the date of the Final Payment Re-
quest. Neither the acceptance of the completed work nor
C-20
•
HCUMACHER, McLENDON & MURRELL. P.C. / H2M CORP.
CONSULTING ENGINEER• ANO ENVIRONMENTAL 9CIENTIsT'3
I CONTRACT - CONT' D .
payment therefor shall operate to release the Contractor or his
sureties from any ot)ligations under or upon this Contract or
the Performance Bond.
31. WEATHER CONDITIONS
In the event of temporary suspension of the work, or during
inclement weather, or whenever the Engineer shall direct, the
Contractor will and will cause his subcontractors to protect
carefully his and their work and materials against damage or
injury from the weather. If, in the opinion of the Engineer,
any work or materials shall have been damaged or injured by
reason of the failure on the part of the Contractor or any of
his subcontractors removedprotect
andhis,
replacedtheir
thei.e:cpenssuch
e ofwork
tl�elld
materials shall
Contractor.
32. THE TOWN'S RIGHT TO WITHHOLD PAYMENTS
any
The Town may payments duewithhold r
om the himasmay, inCtheractor so judgment of the f
approved p y
the
pyTown,
be necessary:
(a) To assure the payment of just claimsthen ore
and unpaid of any persons supplying
labormaterials for the work;
(b) To protect the -Town from loss. due to defec-
tive work not remedied, or
(c) .To protect the Town from loss due to injury
to persons or damage to the work or property
of other contractors or subcontractors or
others, caused by the act or neglect of the
Contractor or any of his subcontractors.
The Town shall have the right,as agent for
the Contractor, to apply y
suchs so
withheld in such .manner as the Town may deem
proper to satisfy such claims or to secure
such protection. Such application of such
money shall be deemed payments for the
account of the Contractor.
C-21
I
0 I CONTRACT - CONT - 1) .
•
HOIZMACHER. McLENDON 6 MURRELL. P.C. / H'.M COAP.
COMWLrma ENGINE.EAS ANO ENVIRONMENTAL 9CICNT13"
33. Tu 1. TOWN'S R I GUT TO STOP WORK OR TERM I NATI CONTRACT: I r,
(11) The Contractor shall. be adjudged bankrupt or make an
assignment for the benefit of creditors, or
(b) A receiver or liquidator shall be appointed for the
Contractor for any of his property and shall not be dismissed
within 20 days after such appointment, or the proceedings in
connection therewith shall not be stayed on appeal within the
said 20 days, or
(c) The Contractor shall refuse or fail, after notice or
warning from the Engineer, to supply enough properly skilled
workmen or proper materials, or
(d) The Contractor shall refuse or fail to prosecute the
work or any part thereof with such diligence as will insure
its completion within the period herein specified (or any duly
authorized extension thereof) or shall fail to complete the
work within said period, or
(e) The Contractor shall fail to make prompt payment to
persons supplying labor or materials for the work, or
(-f) The Contractor shall fail or refuse to regard laws,
ordinances, or the instructions of the Engineer or otherwise
be guilty of a substantial violation of any provision of this
Contract, then, -and in any such event, the Town, without
prejudice to any other righ-ts or remedy it may have, may by
seven (7) days notice to- the Contractor, terminate the employ-
ment of the Contractor and -his rig1ts to proceed either as to
the entire work or (at the option of the Town) as to any
portion thereof as to which delay shall have occurred, and
may take possession of the work and complete the work by contract
or otherwise, as the Town may deem expedient. In such case,
the Contractor shall not be entitled to receive any further
payment until the work is finished. If the unpaid balance of
the compensation to be paid the Contractor hereunder shall exceed
the expense of so completing the work (including compensation
for additional managerial, administrative and inspection services
and any damages for delay), such excess shall be paid to. the
Contractor.
C-22
•
•
n+ LjLrVLA." a MU"M".A., r.l.. / f1LM k.4 -Mr.
WfOUlTINO Q'IOINLCAs ANO f.MVIAONAA(NTAL BCI04TIM
CONTRACT - CONT' U.
If such expense shall exceed the unpaid balance, the Contractor
and his sureties shall be liable to the Town for such excess.
If the right of the Contractor to proceed with the work is so
terminated, the Town may take possession of and utilize in
completing the work such materials, appliances, supplies, plant
and equipment as may be on the site of the work and necessary
thereof. If the 'rown does not so terminate the right of the
Contractor to proceed, the Contractor shall continue the work.
34. CONTRACTOR'S RIGHT TO STOP WORK OR TERMINATE CONTRACT
If the work shall be stopped by order of the Court or any
other public authority, for a period of three months without act
or fault of the Contractor or of any of his agents, servants, em-
ployees or subcontractors, the Contractor, may, upon ten (10)
days notice to.tile Town, discontinue his performance of the work
and/or terminate the Contract, in which event the liability of
the Town to the Contractor shall be determined as provided in
the paragraphs immediately preceding, except that the Contractor
shall not be obligated to pay to the Town any excess of the
expense of completing the work over the unpaid balance of the
compensation to be paid to'the Contractor hereunder.
35. RESPONSIBILITY OF WORK
The Contractor agrees to be responsible for the entire
work embraced in this Contract until its completion and final
acceptance, and that any unfaithful or imperfect work that may
become damaged from any cause, either by act of commission or
omission to properly guard and protect the work that may be dis-
covered at any time before.the completion and acceptance shall
be removed and replaced by good and satisfactory work without
any charge to the Town and that such removal and replacement
will be performed immediately on the requirement of the Engineer,
notwithstanding the fact that it may have been overlooked by
the proper inspector, and partial payment made thereon. It is
fully understood by the Contractor that the inspection of the
work shall not relieve him of any obligation to do sound and
reliable work as herein prescribed, and that any omission to
disapprove of any work by the Engineer.at or before the time
of a partial payment -or other estimate shall not be construed
to be an acceptance of any defective work.
C-23
HOLLMACHER. MCLENDON S MURRELL. F.C. / H2M CORP.
CON]ULTINO Q/OINE[A! Ano E,IVIRONMQITAL SCIENTIST?
CONTRACT - CONT" I),
36: USES OF PREMISES AND REMOVAL OF DEBRIS
The Contractor expressly undertakes at his own expense:
(a) to take every precaution against injury to persons or
damages to property;
(b) to store his apparatus, materials, supplies and equip-
ment in such orderly fashion at the site of the work as will
not unduly interfere with the progress of his work or the work
of any of his subcontractors; or other contractors;
(c) to place upon any of the completed work only such super-
imposed loads as are consistent with the safety of that portion
of the work;
(d) to frequently clean up all refuse, rubbish, scrap
materials and debris caused by the operations to the end that
at all times the site of the work shall present a neat and
orderly and workmanlike appearance;
I(e) before final payment request is issued, to remove all
surplus material, temporary structures, plants of any description
and debris of any and every nature resulting from his operations
and to put the site in a neat and orderly condition.
37. POWER OF THE CONTRACTOR TO ACT IN AN EMERGENCY
In case of an emergency which threatens loss or injury to
property an'd/or• safety to life,.the Contractor will be permitted
to act as he sees -fit without previous instructions from the En-
gineer. IIe shall notify the Engineer thereof immediately there-
after and any compensation claimed by the Contractor due to extra
Work made necessary because of his acts in such emergency shall
be submitted to the Engineer for approval.
Where the Contractor has not taken action but has notified
the Engineer of an emergency indicating injury to persons or
damage to adjoining property or to the work being accomplished
under this Contract, then upon authorization from the Engineer to
prevent such threatened injury,or damage, he shall act as in-
structed by the Engineer. The amount of reimbursement claimed
by the Contractor on account of any such action shall be determined
in the manner provided herein for the payment of extra work.
t I
nIJLLIA^L.riLM. MCLLNLAJIN S J1AU?4NLLL„ r.L;. / r12M ux1r.
C N3ULi1N0 04MH LAG ANO (NVIN014Mp4iAL yC1ENn%T7
0 CON'('!(ACl' - CUNT' I).
38. SUITS AT LAW
The Contractor shall indemnify and save Harmless the 'Town
from and against all suits, claims, demands or actions for any
injury sustained or alleged to be sustained by any party or parties
in connection with the construction of the work or any part thereof,
or any commission or omission of the Contractor, his employees or
agents or any subcontractors and in case any such action shall be
brought against the Town, the Contractor shall immediately take
care of and defend the same at his own cost and expense.
39. PROVISIONS REQUIRED BY LAW DEEMED INSERTED
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.
40. SUBLETTING, SUCCESSOR AND ASSIGNS
The Contractor shall not sublet any part of the work under this
Contract, nor assign any money due him hereunder without first obtain-
ing the written consent of the Town. This Contract shall endure
to the benefit of and shall be binding upon the parties hereunder
and upon their respective successors and assigns, but neither party
shall assign or transfer his interest herein in whole or in part
without consent of the other.
41. WAIVER OF IMMUNITY
If any person, corporation, or body contracting with the Town,
who when called before a grand jury, head of a city department, or
other agency, which is empowered to compel the attendance of wit-
ness and examine them under oath, to testify in an investigation
concerning any transaction or contract had with the state, any polit-
ical subdivision thereof, a public authority or with any public
department, agency or official of the state or of any political sub-
division thereof or of a public authority, refuses to sign a waiver
of immunity against subsequent criminal prosecution or to answer
any relevant question concerning such transaction or contract, then
C -_'S
U
6
CUN3uLrINO 1:1,4aimUAs Ano ENVINON&A04TAL 8CILNTISTS
CONTRACT - CUNT" Il.
(a) such person, and any firm, partnership or corporation of
which lie is a member, partner, director or officer shall be disqual-
ified from thereafter selling to or submitting bids to or receiving
awards from or entering into any contracts with any municipal corp-
oration or fire district, or any public department, agency or official
thereof, for goods, work or services, for a period of five years
after such refusal
(b) any and all contracts made with the Town or any agency or
official thereof, by such person, and by any firm, partnership, or
corporation of which lie is a member, partner, director or officer
may be cancelled or terminated by the Town without incurring any
penalty or damages on account of such cancellation or termination,
but any monies owing by the municipal corporation for goods delivered
or'work done prior to the cancellation or termination shall be paid.
C -2G
1KXLUALMM, MCLLNUUM 6 4MUNNCLL. r.L. / mem LAjmc--
CONSULTING QYrIN[(Al ANO cmvim0mwict4rAL SCICNTIST7
l CON'VRACT - CONT" D .
� -I* l
,
IN WI'T'NESS WHEREOF, the parties hereto have set their hands and
seals the day and year first above written.
TOWN OF
BY:
BY:
TITLE
Murphy, Supervisor
(TOWN SEAL)
(SEAL)
STATE OF NEW YORK)
) ss:
COUNTY OF SUFFOLK)
On the day of -� , before me personally
------- -
came Francis J. Murphy, to me known, who being by me duly sworn, did
depose and say that he is the duly elected Supervisor of the Town of
Southold, County of Suffolk, New York, and that at a meeting of the
Town Board of.the Town of Southold, duly held on the
1p- day of
,mss 19 J/, the said Board, authorized the said Super-
visor to execute all and any contracts on behalf of the Board; that he
knows the seal of the said Town, that the Seal affixed to the foregoing
instrument is.its corporate seal; that it was affixed thereto by order
of the said Board, and that he signed his name thereto and executed the
said instrument on behalf of the said Town by like order and authority.
NOTARY PUBLIC
J0 JUDITH T. TERRY
Notary Public, State of New York
No. 62-0344963
Qualified in Suffolk County
Commission Expires May 31, 194
C-27
•
•
CONSULTING 04GINELAa Ano ENVINONAAENTAL tlGI04TIST7
CONTRACT - CONT'' D.
ACKNOWLEDGMENT OF CONTRACTOR , IF A CORPORATION
STATE OF NEW YORK)
SS:
COUNTY OF
Oil this�day of 19 before me
personally came and appeared /�to me
known, who by me being duly sworn, did depose and say that he.
resides at
W/
that he is t h e` ��-+,/�/)Q-.�%s%il-e— °
the Corporation described in and which executed the foregoing in-
strument, that lie knows the seal of said corporation, that one of
the seals -affixed to said instrument is such seal, that it was so
affixed by order of the Directors of said corporation, and that he
signed his name thereto by like order.
JUDITH T. TERRY
Notary Public, State of New York
No. 52-0344963 NOTARY PUBLIC
Qualified in Suffolk Coun
Commission Expires May 31, 19.;U
ACKNOWLEDGMENT OF CONTRACTOR IF A PARTNERSHIP
STATE OF NEW YORK)
SS:
COUNTY OF )
On this day of
19 , before me
personally came and appeared to me known,
and known to me to be one of the members of the firm of
, described in and who executed
the foregoing instrument, and lie acknowledged to me that he ex-
ecuted the same as and for the act and deed of said form.
I NOTARY PUBLIC
C-28
I[]
P HOLZMACHER, McLENDON & MURRELL, P.C.
f-+ GROU
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
GENERAL CONDITIONS
INDEX
ITEM
NUMBER
TITLE
1
GENERAL CONDITIONS
2
CONTRACT DOCUMENTS
3
APPROVAL OF SUBCONTRACTORS AND
MATERIALS
4
INTERPRETATION OF DRAWINGS, ETC.
5
ADDITIONAL WORK
6
OCCUPATIONAL SAFETY AND HEALTH
ACT
7
SAFETY PROVISIONS
8
SANITARY REGULATIONS
9
RESPONSIBILITY OF ENGINEER AND
CONTRACTOR
DURING CONSTRUCTION
10
LABOR
11
CONTRACTOR'S REPRESENTATIVE
12
INCOMPETENT EMPLOYEES
13
CLAIMS OR PROTESTS
14
NOTIFICATION, INTERFERENCE AND
INJURY
TO UTILITIES
15
INFRINGEMENT OF PATENTS
16
DAMAGES
17
GUARANTEE/WARRANTY
18
STANDARDIZATION
19
DEFINITIONS
20
SCHEDULE OF VALUES
21
SHOP DRAWING SCHEDULE
22
SHOP DRAWINGS
23
"AS -BUILT" DRAWINGS AND OPERATION
&
MAINTENANCE MANUALS
SORT 89-02
GC - 1 of 12
PAGE
2
2
2
3
4
4
4
4
5
5
5
6
6
6
7
7
7
8
8
8
8
9
12
•
HOLZMACHER, MCLENDON & MURRELL, P.C.
RTV4 gko"I . RKV0 MOWTAL Kx"Irmrf wE ft""Im
GENERAL CONDITIONS
1. GENERAL CONDITIONS
The GENERAL CONDITIONS are hereby made a part of these speci-
fications and are attached herein.
Where any article of the GENERAL CONDITIONS is supplemented
hereby, the provisions of such article shall remain in effect.
All the supplemental provisions shall be considered as added
thereto. Where any such article is amended, -voided or superseded
thereby, the provisions of such article not so specifically
amended, voided or superseded shall remain in effect.
Work, materials, plant, labor, and other requirements of the
GENERAL CONDITIONS shall be furnished by the Contractor. No di-
rect
i-
rect payment shall be`made for these GENERAL CONDITIONS, and pay-
ment shall be deemed to be included in the contract price of
various items of the entire contract.
2. CONTRACT DOCUMENTS
The contract documents include, but are not limited to, the
GENERAL CONDITIONS, GENERAL SPECIFICATIONS, TECHNICAL SPECIFI-
CATIONS, PLANS, PROPOSAL FORM, CONTRACT and other sections as
either cited on the INDEX page(s) or actually included in the
bound documents.
Each section of the contract documents is intended to be
complementary to the other sections.
It is intended that they include all items of labor and ma-
terials and everything .required and necessary to complete the
work, even though some items of work or materials may not be par-
ticularly mentioned in every section or may have been omitted
from the drawings or specifications, or both.
3. APPROVAL OF SUBCONTRACTORS AND MATERIALS
Prior to commencing any work under this contract, the Con-
tractor shall submit to the Engineer for approval a list of a l l
the' subcontractors and material suppliers it proposes to use for
this contract.
No -subcontractor or material supplier will be permitted to
deliver materials or perform any work on this contract until it
has been approved by the Engineer.
GC - 2 of 12
t-tJAHOLZMACHER, McLENDON 3 MURRELL, P.C.
CO.WATIO I..Q*W It 1MMK"Ma1iK @Ca*?*" M RANNOM
• I GENERAL CONDITIONS (CONT'D.)
Award of subcontracts on projects. receiving Federal
specifically forbidden to any firm listed on USEPA's Mas
of Debarments, Suspensions and involuntary Exclusions.
for should contact Owner Engineer to determine if a firm
rently listed.
4. INTERPRETATION OF DRAWINGS, ETC.
funds is
:er List
Contrac-
is cur -
In the event of discrepancies between the drawings and the
specifications, the following order shall be given preference
when making interpretations:
(a) Addenda (later dates to take precedence over
earlier dates)
(b) Drawings (schedules or notes to take prece-
dence over other data shown on drawings)
(c) Technical Specifications
(d) General Specifications
(e) General Conditions
On all plans, drawings, etc., the figure dimensions shall
govern in the case of discrepancy between the scales and figures.
The Contractor shall take no advantage of any error or
omission in the plans, or of any discrepancy between the plans
and specifications, and the Engineer shall make such corrections
and interpretations as may be deemed necessary for the fulfill-
ment of the intent of the specifications and of the plans as con-
strued by him, and his decision shall be final.
All work that may be called for in the specifications and
not shown on the plans, or shown on the plans and not called for
in the specifications, shall be furnished and executed by the
Contractor as if designated in both. Should any work or material
be required which is not denoted in the plans and specifications,
either directly or indirectly, but which is, nevertheless, neces-
sary for the proper carrying out of the intent thereof, it is
understood and agreed that the same is implied and required, and
that the Contractor shall perform such work and furnish such ma-
terials as if they were completely delineated and described.
GC - 3 of 12
•
HOLZMACHER, MCLENDON & MURRELL, P.C.
c9wlna 1000uwaa IWVWO +wWrtu w WhOTSM,e PL"WAIS
GENERAL CONDITIONS (CONT'D.)
5. ADDITIONAL WORK
Additional work, if required to be performed under this con-
tract, will be in accordance with the applicable paragraphs of
the contract. The Engineer shall be the sole judge as to whether
such work was intended as part of the contract or is in addition
thereto.
6. OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) 1970
The Contractor shall meet all standards of OSHA 1970 and
subsequent revisions. This shall include, but not be limited to
the following areas:
Sanitation, noise, radiation, gases, vapors, fumes,
mists, dust, illumination, ventilation, protective
equipment, fire protection, waste disposal, electrical
hazards, scaffolds and ladders, floor holes and wall
openings, and heavy equipment.
All specific requirements of OSHA 1970 shall be adhered to.
7. SAFETY PROVISIONS
The Contractor shall take
such equipment and facilities as
the safety of its employees.
shall be administered to any who
of the work. In addition, the
for the removal to the hospital
either seriously injured or ill.
8. SANITARY REGULATIONS
avery precaution and shall provide
are necessary or required for
In case of an accident, first aid
may be injured in the progress
Contractor shall also be prepared
for treatment of any employee
In addition to compliance with OSHA 1970, the Contractor
shall erect and maintain necessary sanitary conveniences for the
use of employees on the work. Such conveniences shall be proper-
ly secluded from observation, and their use shall be strictly
enforced. Such sanitary conveniences shall be constructed in
compliance with all laws, ordinances or regulations governing
these facilities. The contents of the same shall be removed,
with sufficient frequency to prevent nuisance, and disposed of to
the satisfaction of the Engineer.
GC - 4 of 12
•
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)V HOLZMACHER, MCLENDON 3 MURRELL, P.C.
s G9kS&0.TW0 fnaftWIR fWVM}.WMTU WWWt*n M RAM*ft
GENERAL CONDITIONS (CONT'D.)
The Contractor shall obey and enforce such other sanitary
regulations and orders and shall take such precautions against
infectious diseases as may be deemed necessary. In case any in-
fectious diseases occur among its employees, it shall arrange for
the immediate removal of the patient from the work and his iso-
lation.from all persons connected with the work.
The building of shanties or other structures for housing the
men, tools, machinery or supplies will be permitted only at ap-
proved places, and the sanitary condition of the grounds in and
at such shanties or other structures must, at all times, be main-
tained in a satisfactory manner.
9. RESPONSIBILITY OF ENGINEER AND CONTRACTOR
DURING CONSTRUCTION
The Engineer is responsible solely for the general and/or
detailed inspection of the work being performed. Such inspection
will be periodic and strictly to assure conformance of the Con-
tractor with the plans and specifications, such that the end
product will conform to the plans and specifications.
The Contractor is responsible for complete conformance to
the plans and specifications, proper construction procedures;
coordination with subcontractors, other contractors, and utili-
ties, and safe working conditions for its employees.
10. LABOR
All contractors and subcontractors employed upon the work
shall and will be required to conform* to the Labor Laws of the
State of New York and, the various acts amendatory and supple-
mentary thereto, and to all other laws, ordinances and legal re-
quirements applicable thereto.
All labor shall be performed in the best and most workman-
like manner by mechanics skilled in their respective trades. The
standards of the work required throughout shall be of such grade
as will bring results of the first class only.
11. CONTRACTOR'S REPRESENTATIVE
The Contractor, in case of its absence from the work, shall
have a competent representative or foreman present, who shall
follow without delay all instructions of the Engineer or his
GC - 5 of 12
�-}r)� HOLZMACHER, McLENDON a MURRELL. P.C.
� � I� pp.�tti+O lrOwfiK. �rv�OrrErt4 WErt�{t� �e.Vrr:�
• GENERAL CONDITIONS (CONT'D.l
assistants in the prosecution and completion of the work in con-
formity with this contract, and shall have full authority to sup-
ply labor and material immediately. The Contractor shall also
have a competent representative available to receive -telephone
messages and provide a reasonable reply as soon as possible, but
not later than 24 -hours.
12. INCOMPETENT EMPLOYEES
The Contractor shall employ only competent, skilled and
faithful men to do the work. Upon request of the Engineer in
writing, the Contractor shall suspend or discharge from the work
any disobedient, disorderly or incompetent person or persons em-
ployed
m-
ployed thereon, and will not again employ any person so suspended
or discharged without the consent of the Engineer.
This requirement shall not be made on the basis of any
claim for compensation or damages against the Town or any of
its officers or agents.
13. CLAIMS OR PROTESTS
If the Contractor considers any work required of it to be
outside the requirements of the contract or considers any reco.rd
or ruling of the Engineer or inspectors as unfair, it shall file
a written protest with the Town within five (5) days of said rul-
ing.
ul-
ing. A protest properly filed with the Town shall result in a
hearing before a duly designated representative of the Town Board
who shall make "Findings of Fact" and "Conclusions of Law". The
findings will then be forwarded to the Town Board for their ulti-
mate decision. Such decision will be binding.
14. NOTIFICATION INTERFERENCE AND INJURY TO UTILITIES
The Contractor shall cooperate in every way with the utility
companies.
All excavation shall 'be in accordance with Article 36 of the
General Business Law and notices given as provided by GBL,
Section 761.
GC - 6 of 12
•
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HOLZMACHER, McLENDON & MURRELL. P.C.
pomem r01*404MI /MVWj0ftW6"&L KowrNm wW PLAI" a
GENERAL CONDITIONS (CONT`D.)
All conduits, water mains and gas mains encountered in the
construction shall be properly and safely taken care of, by the
Contractor, who shall, upon encountering same, notify the public
corporation to whom they belong in order that they may be changed
in such a manner as not to interfere with the final construction.
In case any damage shall result to any service pipe for
water or gas, or any private or- public sewer or conduit, by
reason of negligence on the part of the Contractor, it shall,
without delay and at its own expense, repair the same to the
satisfaction of the Engineer, and in case such repairs are not
made promptly or satisfactorily, the Town may have the repairs
made by another Contractor, or otherwise, and deduct the cost of
same from any monies due or to become due the Contractor.
15. INFRINGEMENT OF PATENTS
The Contractor further agrees to hold itself responsible for
any claims made against the Town'for any infringement of patents
by the use of patented articles in any one phase of construction
of the work and the completion of same, or any process connected
with the work agreed to be performed under this contract or of
any materials used upon the said work, and to save harmless and
indemnify the Town from all costs, expenses and damages which the
Town shall be obliged to pay by reason of any infringement of
patents used in the construction and completion of the work.
16. DAMAGES
All damage, direct or indirect, of whatever nature resulting
from either the performance of, or resulting to, the work under
this contract during its progress from whatever cause, shall be
borne and sustained by the Contractor, and all work shall be
solely at its risk until the date of the Final Payment Request is
issued by the Engineer.
17. GUARANTEE/WARRANTY
This Contractor shall guarantee and warrant its work and
that of its subcontractors against defects in workmanship and/or
material for a period of one (1) year from the date of the Final
Payment Request issued by the Engineer, except as otherwise speci-
fied. Upon written notification from the Engineer, the Con-
tractor shall repair, replace or reconstruct such defects to the
satisfaction of the Engineer, at no cost to the Town.
GC - 7 of 12
•
•
u HOLZMACHER. MCLENDON & MURRELL. P.C.
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GENERAL CONDITIONS (CONT'D.)
18. STANDARDIZATION
The TECHNICAL SPECIFICATIONS indicate specific manufacturers
and/or catalog numbers, etc., for the purpose of standardization
with the Town in order to minimize stockpiling of replacement
parts.
19. DEFINITIONS
The words "or approved equal" shall refer to an approved
equal which has in fact been approved by the Town after in-
spection
n-
spaction by the Engineer that such approval is satisfactory. In
the event that there is a dispute between the Contractor and Engi-
neer as to whether the -item is equal, a hearing will be had be-
fore the Town Board or its duly authorized representative who
shall make "Findings of Fact" and "Conclusions of Law" after a
hearing which would then be forwarded to the Town Board for their
ultimate decision and that such decision would be binding.
The word "Engineer" refers to HOLZMACHER, McLENDON &
MURRELL, P.C., Consulting Engineer for the Town.
20. SCHEDULE OF VALUES
Before the first partial payment under the contract becomes
due, the Contractor for each contract shall prepare a Schedule of
Values which total the amount of the contract, and submit it to
the Engineer for approval. The Contractor shall make such re-
visions
e-
visions as may be required to make this schedule conform to the
true value of work, as jointly agreed upon by the Engineer and
the Contractor.
21. SHOP DRAWING SCHEDULE
If requested by the Engineer, the Contractor shall submit a
shop drawing schedule fixing the dates for the submission of shop
drawings for the beginning of manufacture and installation of
materials and for the completion of the various parts of the work.
This schedule shall be coordinated with the progress schedule.
GC - 8 of 12
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■ 4� HOLZMACHER. McLENDON d MURRELL. P.C.
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GENERAL CONDITIONS (CONT'D.)
22. SHOP DRAWINGS
The Contractor shall submit for approval of the Engineer all
shop drawings called for under the contract or requested by the
Engineer or required for the performance of the work, and no work
shall be fabricated by the Contractor, save at his own risk, un-
til
n -
til such approval has been given. The shop drawings shall be
submitted sufficiently in advance of construction requirements to
allow ample time for checking, correcting, resubmitting and re-
checking.
Submission of shop drawings and samples shall be accompanied
by transmittal letter in duplicate.
Shop drawings and transmittal letters shall be dated and
contain the project name, name of the Contractor, the applicable
section and page number of the specifications, and the applicable
drawing numbers and detail numbers of the contract drawings. If
the item is resubmitted, the number and date of each revision
shall be included.
Shop drawings prepared by subcontractors shall be accompa-
nied by a transmittal letter from the subcontractor to the Con-
tractor requesting Contractor's review and Engineer's review.
After the Contractor has stamped and reviewed each shop drawing
in accordance with the aforementioned requirements, the Con-
tractor shall forward the shop drawings to the Engineer accompa-
nied by a transmittal letter requesting Engineer's review. The
transmittal from the Contractor to the Engineer and the trans-
mittal from the subcontractor to the Contractor shall set forth
the information outlined above.
Shop drawings are drawings, diagrams, illustrations,
schedules, brochures, cuts, or other written, printed or graphic
information furnished by the Contractor to describe in detail the
Contractor's intention concerning the visual characteristics of
the construction, or the physical arrangement of some part of the
work, for the review of the Engineer. Shop drawings shall show
the design, dimension, connections, and other details necessary
to insure that the shop drawings accurately interpret the con-
tract documents, and shall also show adjoining work in such de-
tail as required to provide proper connections with said
adjoining work. Where adjoining work of more than one trade oc-
curs, the Contractor shall be responsible for coordinating shop
drawing submissions so that they are received simultaneously for
GC - 9 of 12
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F-i�u HOLZMACHER. McLENDON d MURRELL. P.C.
GENERAL CONDITIONS (CONT'D.)
review. Shop drawings shall amplify design details of mechanical
and electrical equipment in proper relation to physical spaces in
the structure; and incorporate minor changes of design or con-
struction to suit actual conditions.
Shop drawings shall include a technical specification for
the proposed equipment. The technical specification shall
address how the proposed equipment meets each section of the
Technical Specifications. The Engineer shall have the sole re-
sponsibility for determining from the information submitted if
the proposed equipment meets the Contract Specifications. Ad-
ditional supplementary information shall be submitted, if re-
quired by the Engineer.
Along with the submittal of the technical specifications,
the Contractor shall submit for review a suggested layout of the
proposed equipment within the area confines.
All shop drawings and samples shall be thoroughly checked by
the Contractor for compliance with the contract documents before
submitting them to the Engineer for approval, and all shop draw-
ings shall bear the Contractor's stamp of approval certifying
that they have been checked. Any shop drawings submitted without
this stamp of approval and certification, and/or shop drawings
which in the Engineer's opinion are incomplete, contain numerous
errors or have not been checked or only checked superficially,
will be returned unchecked by the Engineer for resubmission by
the Contractor.% In checking shop drawings, the Contractor shall
verify all dimensions and field conditions and shall check and
coordinate the shop drawings of any section or trade with the
requirements of all other sections or trades whose work is re-
lated thereto, as required for proper. and complete installation
of the work.
By submitting shop drawings, the Contractor confirms that he
has determined and verified all materials, field measurements and
field construction criteria related thereto, that he has checked
the shop drawings for complete dimensional accuracy, that he has
checked to insure that work contiguous with and having bearing on
the work shown on the shop drawings against the composite draw -
i ng s ; that the work has been coordinated, that the equipment will
fit 'into the- assigned spaces, and that he has checked and coor-
dinated the information contained within such submittals with the
requirements of the work and of the contract documents. Measure-
ments
easure-
ments not available prior to submission of shop drawings shall be
noted on the shop drawings as not available and . such measurements
shall be obtained prior to fabrication.
GC - 10 of 12
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HOLZMACHER, MCLENDON & MURRELL, P.C.
GOPMATPOemoMMIK INVW0.0"WTK KWMI*n wE"L*"Oft
GENERAL CONDITIONS (CONT'D.)
The Contractor shall submit five (5) copies of all shop draw-
ings to the Engineer for approval. After the review of a shop
drawing submission, the Engineer will retain two (2) copies, and
return the remaining copies to the Contractor.
If the Contractor should alter any information on previously
submitted shop drawings other than the notations called for by
the Engineer, he must circle this new information to bring it to
the Engineer's attention.
In submitting shop drawings for approval, all associated
drawings relating to a complete assembly shall be submitted at
the same time so that each may be checked in relation to the en-
tire proposed assembly.
The Engineer's review of shop drawings shall be given as
assistance to the Contractor in interpreting the requirements of
the contract documents, and in no way shall it relieve the Con-
tractor of any responsibilities under this contract. Any fabri-
cation, erection, setting, or other work performed in advance of
the receipt of drawings marked "No Exception Taken" or "Make Cor-
rections Noted" shall be done entirely at the Contractor's risk.
The Contractor shall be responsible for the accuracy of the
shop drawings, and -for the conformity of documents unless the
Contractor has notified the Engineer of the deviation in writing
at the time of submission, and has received from the Engineer
written acceptance by separate letter of the specified deviations.
The Engineer's review shall not relieve the Contractor of the
responsibility for errors or omissions in the shop drawings,
product data, or samples.
The approval of shop drawings shall not be construed:
(1) As permitting any departure from the contract
requirements.
(2) As relieving the Contractor of the responsi-
bility for any error in details, dimensions,
or otherwise that may exist.
(3) As approving departures from additional de-
tails or written instructions previously
furnished by the Engineer/Town.
GC - 11 of 12
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HOLZMACHER. McLENDON & MURRELL, P.C.
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GENERAL CONDITIONS (CONT'D.)
23. "AS -BUILT" DRAWINGS AND OPERATION & MAINTENANCE MANUALS
A. "As -Built" Drawings
The' Contractor shall furnish to the Town, in a form accepta-
ble to the Town before final payment, the complete reproducible
set of "As -Built" drawings (mylar sepias and one (1) set of black -
line prints). Drawings shall be corrected to show work as actu-
ally built, with particular attention to locations of piping,
valves, mechanical installations, and such other details of work
as the Engineer may direct. The Contractor's attention is
directed to the necessity of keeping accurate records of all con-
cealed work so that "As -Built" drawings will contain this infor-
mation in correct detail and locations.
The "As -Built" drawings shall be the same size as the con-
tract drawings, with 1/2 -inch margin space on three sides and
2 -inch margin space on the left side for binding.
Each drawing shall bear the legend "AS=BUILT" and name of
Contractor in heavy black lettering 1/2 -inch high. A set of
prints of the Record Drawings shall be submitted to the Engineer
for review and shall conform to comments before final submission
of the Owner. Changes from contract drawings shall be conspicu-
ously encircled or otherwise emphasized on the set of prints sub-
mitted to the Engineer.
B. Operation and Maintenance Fanuals
The Contractor shall, at the completion of the contract,
deliver to the Engineer, three (3) copies of bound manual present-
ing for the Owner's guidance, full details for the operation and
maintenance of all equipment and systems included in the con-
tract.
The Contractor shall include all literature of the manu-
facturer's relating to equipment, including motors or other manu-
facturing
anu-
facturing equipment; also cuts, wiring diagrams, instruction
sheets and all other information pertaining to same that would be
useful to the Owner in the operation and maintenance of same.
The Engineer shall be the sole judge of the completeness of
such manuals and may reject any submittal for the lack of any
information which he may deem necessary and/or for the manner in
which the materials are assembled or bound.
GC - 12 of 12
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GENERAL SPECIFICATIONS
1.0 - GENERAL SPECIFICATIONS
(a) The GENERAL SPECIFICATIONS of the contract are hereby
made a part of this specification and are attached herein.
(b) Where any article of the GENERAL SPECIFICATIONS is
supplemented hereby, the provisions of such articles shall remain
in effect. All the supplemental provisions shall be considered
as added thereto. Where any such article is amended, voided, or
superseded thereby, the provisions of such article not so spe-
cifically amended, voided, or superseded shall remain in effect.
2.0 - WORKMANSHIP
It is the intent of these specifications to describe defi-
nitely and fully the character of materials and workmanship re-
quired
e-
quired with regard to all ordinary features, and to require first
class work and materials in all particulars.
For any unexpected features arising during the progress of
the work and not fully covered herein, the specifications shall
be interpreted by the Engineer to require first class work and
materials and such interpretations shall be accepted by the Con-
tractor.
3.0 - COOPERATION
The General Contractor, all other contractors; and all sub-
contractors shall coordinate their work with all adjacent work
and shall coordinate with all other trades so as to facilitate
the general progress of the work. Each trade shall afford all
other trades every reasonable opportunity for the installation of
their work and for the storage of their material.
In order to facilitate and insure proper coordination be-
tween contractors, each contractor and subcontractor shall pro-
vide a supervisory representative to attend such job and progress
meetings as the Engineer shall schedule. Meeting may be held at
the,work site or the Engineer's office (Melville, New York).
The Town or its designated representative shall be responsi-
ble for coordination of work progress.
GS - 1 of 7
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�)V HOLZMACHER, McLENDON & MURRELL, P.C.
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GENERAL SPECIFICATIONS (CONT'D.)
4.0 - INSPECTION
The Contractor shall, at all times, provide convenient
access and safe and proper facilities for the inspection of all
parts of the work. No work, except such shop work as may be so
permitted, shall be done except in the presence of the Engineer
or his assistants.
The Contractor shall notify the Engineer 24 -hours in advance
as to when he intends to start or resume the work.
No materials of any kind shall be used upon the work until
it has been inspected and accepted by the Engineer; all materials
rejected shall be immediately removed from the work and not again
offered for inspection.
Any materials or workmanship found at any time to be de-
fective shall be remedied at once, regardless of previous in-
spection. The inspection and supervision of the work by the
Engineer is intended to aid the Contractor in applying labor and
materials to and in accordance with the specifications, but such
inspection shall not operate to release the Contractor from any
of his contract obligations.
5.0 - PERMITS AND REGULATIONS
The General Contractor shall obtain and pay for all permits
necessary to conduct the work and complete this contract. All
work shall be performed in strict accordance with the regulations
and requirements of the various civil agencies having juris-
diction thereof. Upon completion of the work provided for in
this contract, and before final payment shall be made, the Con-
tractor shall furnish the Engineer with any necessary certifi-
cates of approval issued by these various agencies.
No work shall commence without all necessary permits, and
should receipt of permits delay the prosecution of the work, no
claim for additional payments shall be made.
GS - 2 of 7
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�(ju HOLZMACHER, McLENDON & MURRELL, PZ.
■ 1-' CONSULTING EM61NEE15. EmViRONMENTIIL SCIENTISTS -0 PLANNERS
GENERAL SPECIFICATIONS (CONT'D.)
6.0 - GRADES, LINES, LEVELS AND SURVEYS
(a) The major axial building lines, measurements, grades,
lines and a bench mark shall be established by the contractor for
the Town. All other grades, lines, elevations and bench marks
shall also be established and maintained by the General Contrac-
tor who shall be responsible for same.
(b) The Contractor shall verify all grades, lines, levels
and dimensions as shown on the Drawings, and he shall report any
errors or inconsistencies in the above to the Engineer before
commencing work..
7.0 - TEMPORARY LIGHT, WATER, ETC.
The Contractor shall furnish a system of temporary lighting
and convenience outlets conforming to NEC, OSHA and Union minimum
requirements. The work shall include all fees by the Utility
Company and energy charges for the work on this project. Service
shall be 100 amps minimum.
Non -potable water is available on-site via the landfill wa-
ter supply system. All water used shall be provided at.no charge
to the Contractor. All temporary piping and appurtenances are to
be provided by this Contractor. Should the water supply system
be out of service, it is the Contractor's responsibility to pro-
vide a supplemental source.
Temporary Heat - The`Contractor shall protect his work from
freezing and maintain temperatures suitable for the' progress of
the work in its various parts, by means oflapproved salamanders,
stoves and vents for same. The Contractor shall be solely re-
sponsible for all damage due to frost and freezing.
8.0 - TEMPORARY FACILITIES
The Contractor may utilize the existing toilet facilities at
the landfill, provided same are maintained in sanitary condition.
GS - 3 of 7
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GENERAL SPECIFICATIONS (CONT'D.)
9.0 - TEMPORARY SHEDS (FOR STORAGE)
The Contractor shall provide and maintain
where directed, watertight storage sheds for
materials which might be damaged by weather,
them from the site at the completion of the work.
10.0 - PROPER METHOD OF WORK AND PROPER MATERIALS
on the premises,
storage of all
and shall remove
The Engineer shall have the authority in general to direct
the order and sequence of the work, which shall be such as to
permit the entire work under this contract to be begun and to
proceed as rapidly as possible, and such as to bring the several
parts of the work to a successful completion at about the same
time.
If, at any time before the commencement or during the prog-
ress of the work, the materials and appliances used or to be used
appear to the Engineer as insufficient or improper for assuring
the quality of work required, or the required rate of progress,
he may order the Contractors to increase their efficiency or to
improve their character, and the failure of the Engineer to de-
mand any increase of such efficiency or improvement shall not
release the Contractor from his obligation to secure the quality
of work or the rate of progress specified.
During freezing or inclement weather, no work shall be done
except such as can be done satisfactorily and in a manner to se-
cure first class construction throughout. All work shall be done
in such a manner as will properly protect and support existing
permanent structures, pipe lines, bench marks, etc.
11.0 - GENERAL PROTECTION
The Contractor shall place a sufficient amount of warning
lights on or near any work accessible to the public and keep them
burning sunset to sunrise. He shall erect suitable railings or
barriers, and -shall provide watchmen on the work 'by day or night,
as required and deemed necessary for the safety of the work on
public or adjoining property.
The Town reserves the right to remedy any neglect on the
part of the Contractor as regards the protection of the work
which may come to its attention, after 24 -hours notice in writ-
ing; except that in cases of emergency, it shall have the right
GS - 4 of 7
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tt�HOLZMACHER, McLENDON d MURRELL, P.C.
ocam"rsa t.o rtiM.1wroo-o"Nr4L KWKTNTs wa ftAma s
GENERAL SPECIFICATIONS (CONT'D.)
to remedy any neglect without notice, and in either case to
deduct the cost of such remedy from money due the Contractor.'
12.0 - NECESSARY DETAILS NOT SPECIFICALLY MENTIONED
All work that may be called for in the specifications and
not shown on the plans, or shown on the plans and not called for
in the specifications, shall be furnished and executed by the
Contractor, as if designated in both these ways, and should any
work or material be required which is not denoted in the plans
and specifications, either directly or indirectly, but which i s ,
nevertheless, necessary for the proper carrying out of the intent
thereof, it is understood and agreed that the same is implied a n d
required and that the Contractor shall perform such work and fur-
nish such materials as if they were completely delineated and
described.
13.0 - PLANS AND SPECIFICATIONS
The Contractor will be furnished six (6) sets of. the plans
and specifications of his contract. Additional sets will be
furnished at cost of reproduction. One (1) complete set of plans
and specifications shall be kept in a sheltered place on the
site.
14.0 - CLEAN UP
The Contractor shall remove all debris and rubbish from the
site as fast as it accumulates during the course of construction.
On completion of the contract, and at the time of final in-
spection by the Town, the premises shall be left in a clean, pre-
sentable condition.
15.0 - SCHEDULE OF WORK
Within ten (10) days after signing of the contract, the Con-
tractor shall submit for approval to the Engineer a detailed con-
struction schedule of the bar graph type or by the Critical Path
Method (CPM). This schedule shall be corrected by the Contractor
as required by the Engineer in order to plan the progress of the
work under the several contracts. When approved, the schedule
shall be strictly adhered to.
GS - 5 of 7
• 2u HOLIMACHER, MCLENDON d MURRELL, P.C.
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is
I GENERAL SPECIFICATIONS (CONT'D.)
The Contractor shall expedite equipment and material
delivery, provide additional labor, work overtime, as may be
required to complete the work on schedule.
16.0 - WATERTIGHT STRUCTURES
It is the intent of these plans and specifications to obtain
watertight structures and the Contractor shall prosecute the work
in such a manner as to obtain this end. In the event of leakage,
the Contractor shall make all necessary repairs to the complete
satisfaction of the Engineer.
17.0 - MAINTAINING FLOW OF SEWERS, WATER LINES AND -DRAINS
The Contractor shall, at his own cost and expense, provide
for and maintain the flow of all sewers, drains, inlet con-
nections and all watercourses which may be met with during the
progress of the work. He shall not allow the contents of any
sewer, drain or inlet connection to flow into trenches, sewers or
other structures to be constructed under the contract, except
where written permission is given by. the Engineer and shall, at
his own expense, immediately remove and cart away from the vi-
cinity of the work all offensive matter, using such precautions
in so doing as may be directed by the Engineer.
The Contractor shall, at his own cost and expense, provide
for and maintain the flow in all water mains or laterals which
may be met with during the progress of the work. In case of an
accidental breaking of water line, the repairs of such break
shall have priority over all other operations.
18.0 - CLEANING AND PROTECTION
All materials and equipment shall be properly and effective-
ly protected, at least as follows:
(1) Equipment shall remain in their crates and/or cartons
and -be covered with a waterproof tarpaulin until the Contractor
is ready .t o install same and should thereafter be protected ade-
quately by similar means to prevent any damage during con-
struction.
GS - 6 of 7
HOLZMACHER, McLENDON & MURRELL, P.C.
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. I GENERAL SPECIFICATIONS (CONT'D.)
(2) All pipe openings shall be temporarily closed so as to
prevent obstruction and damage.
Upon completion of installation, all equipment shall be un-
covered, thoroughly cleaned, and be in perfect condition.
19.0 - NOISE CONTROL
Noise control measures including the use of adequate muf-
flers shall be utilized on machinery. Operations which may gener-
ate objectionable noise shall be limited to the daytime hours
between 9 A.M. and 5 P.M.
20.0 - DUST CONTROL
Dust control measures shall be required to minimize dust
conditions throughout all construction areas. Measures shall
include wetting or spreading of mulch.
GS - 7 of 7
GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
0 SCOPE OF WORK
1.0 - WORK INCLUDED
The work included under this Contract consists of furnishing
all materials, labor and equipment necessary for installation of
an exit truck scale at the Town of Southold Cutchogue Landfill,
in accordance with these specifications, as indicated on the
plans, and as directed by the Town/Engineer.
The contractor shall provide all labor, materials, equipment
and appliances, and perform all operations of the work as out-
lined herein and as shown on the drawings. All work shall be
performed in strict accordance with these specifications and
applicable drawings, and is subject to the terms, general and
specific conditions of the Contract. Without restricting the
generality of the foregoing, the following is a general listing,
not necessarily complete, of the work to be furnished and
installed under this Contract:
a) Minor clearing, grubbing and stripping of the
project site; stockpiling of all stripped
usable material in designated areas is also
included.
b) All necessary excavation, earthwork, back-
filling, rough and fine grading, seeding,
curbs and paving.
C) Furnishing and installing one new truck
platform scale, including foundation, con-
crete approaches and aprons, load cells,
grounding, wiring, and all associated equip-
ment and appurtenances.
d) Successful tie-in to existing data management
system so as to incorporate both scales to
operate simultaneously.
e) Furnishing and installing all miscellaneous
equipment and items including, but not
limited to, lights and guide rails.
f) All startup, testing, calibration and cali-
bration checks of scale and operator train-
ing, as required herein or directed by the
Engineer.
SOHT 89-02 SOW - 1 of 2
GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
SCOPE OF WORK (CONT'D.)
g) Complete "as -built" drawings and operation
and maintenance manuals.
2.0 - INSTALLATION
All work shall be done in a neat, workmanlike manner. The
contractor shall coordinate all work to minimize interference
with normal vehicle access to the landfill.
SOW - 2 of 2
H2jN GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS, SCIENTISTS. PLANNERS and SURVEYORS
SITE WORK - EXCAVATION, EARTHWORK, BACKFILLING
& GRADING
1.0 - EXCAVATION, EARTHWORK, BACKFILLING & GRADING
1.1 - General - The work includes all labor, materials,
equipment and appliances required for the complete execution of
all excavation, backfilling and grading work required by the
drawings, the conditions of the site, and as directed by the
Engineer, including but not limited to the following:
(a) Excavation for all tank footings, foundations, slabs,
platforms, trenches, pits and all other sewer structures and
piping, electrical and water lines, and all other items under
this contract for which excavation is required.
(b) Excavation of all unsuitable material in construction
areas under this contract.
(c) Fill, rough and fine grading of subgrade in accordance
with the proposed finish grades as shown on the drawings, due
allowance being made for the thickness of topsoil in lawn areas
and for the thickness of pavement and sidewalks.
(d) Shore, brace and sheetpile, where necessary, for proper
support of excavated banks.
(e) Backfilling against foundations and of excavated areas
as required.
(f) Compaction of soils in fill areas.
(g) Mixing soils as required.
(h) Trenching and backfilling for all sewer, process, water
and electric lines as called for on the contract drawings.
(i) Location and stakeout work performed by the Contractor
shall be performed by a land surveyor duly licensed in the State
of New York.
2.0 - TOPOGRAPHIC DATA
Topography has been made and is included in the contract
documents for reference by the Contractor.
SOHT 89-02 EEB&G - 1 of 7
•
GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
SITE WORK - EXCAVATION, EARTHWORK, BACKFILLING
& GRADING (CONT'D.)
This information is for general information of the Con-
tractor and neither the Owner nor the Engineer will assume
responsibility for variations of existing conditions. The Con-
tractor shall use his own judgment as to the actual conditions by
inspection of the site, the existing grades and conditions.
All necessary precautions shall be taken to preserve the
material below and beyond the lines of all excavation in the
soundest possible condition. Any damage to the work due to the
Contractor's operations shall be repaired at the expense of, and
by, the Contractor.
Any and all excess excavation for the convenience of the
Contractor or over -excavation performed by the Contractor for any
reason or purpose, except as may be ordered ,in writing by the
Engineer, and whether or not due to the fault of the Contractor,
shall be at the expense of the Contractor. Where required to
complete the work, all such excess excavation and over -excavation
shall be refilled with materials furnished and placed at the
expense of, and by, the Contractor.
3.0 - EXCAVATION
All site excavation and excavation for all structures and
improvements shall include the removal of earth, rock, less than
one (1) cubic yard, masonry and other materials of any nature
whatsoever that may be encountered.
Excavation lines shall be such as to provide sufficient
clearance for the proper performance of the work, and unless
otherwise required, such clearance shall be not less than one (1)
foot outside the footings.
Excavation shall not be made below proposed grades except
where boulders are encountered or where removal of unstable
material is directed by the Engineer. Material removed below
grade shall be replaced with approved material thoroughly com-
pacted or as otherwise directed by the Engineer.
Subsurface rock excavation shall include the removal of
boulders larger than one (1) cubic yard in volume. Boulders
shall be removed to a minimum depth of 12 -inches below subgrade.
The cost of subsurface rock excavation shall be paid for
separately..
EEB&G - 2 of 7
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P HOLZMACHER, McLENDON & MURRELL, P.C.
i-i2A+ GROU
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
SITE WORK - EXCAVATION, EARTHWORK, BACKFILLING
& GRADING (CONT'D.)
When the excavations have been carried to the required depth
as shown on the drawings, the Contractor shall do no more work
until after inspection by the Engineer, who shall order the
foundation or other work to proceed, or further excavation as the
conditions indicate. No further work shall be done until the
excavations therefor have been approved by the Engineer.
Excavations shall be kept dry and free from frost.
No excavations shall be made in frozen materials without
written approval.
No additional allowance or payment shall be made on account
of any materials being wet or frozen.
4.0 - FILLS AND EMBANKMENTS
4.1 - General - Fills and embankments shall be constructed
to the lines and grades shown on the drawings.
Fills shall not be started until the area has been inspected
and approved by the Engineer. Fill material shall be free from
frost, stumps, trees, roots, sod or muck. Only approved material
from excavation areas shall be used. Additional fill material
shall be subject to the approval of the Engineer. The material
is to be clean, well graded, sandy soil, containing not more than
8 percent of fine material. Fine material is defined as that
which passes a No. 200 sieve. Material shall not be placed on
frozen ground.
The fills and embankments for each portion shall be
maintained approximately level throughout the entire length of
each layer.
4.2 - Foundation Preparation - The foundation for the earth
fill shall be prepared by leveling and rolling so that the
surface materials of the foundation will be as compact and well
bonded with the first layer of the earth fill as herein specified
for subsequent layers of earth fill.
4.3 - Placing - The combined excavation and placing
operation shall be such that the materials when compacted in the
earth fill will be blended sufficiently to secure the best
practicable degree of compaction and stability. Cobbles and rock
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GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
SITE WORK - EXCAVATION, EARTHWORK, BACKFILLING
& GRADING (CONT'D)
fragments having maximum dimensions of more than 5 -inches shall
not be placed in the earth fill. The material shall be placed in
the earth fill in continuous approximately horizontal layers not
more than 6 -inches in thickness after being rolled.
If, in the opinion of the Engineer, the surface of the
prepared foundation or rolled surface of any layer of earth fill
is too dry or smooth to bond properly with the layer of material
to be placed thereon, it shall be moistened and/or worked with
harrow, scarifier, or other suitable equipment to sufficient
depth to provide satisfactory bonding.
If, in the opinion of the Engineer, the rolled surface of
any layer of earth fill is too wet for proper compaction of the
layer of fill to be placed thereon, it shall be removed, allowed
to dry, or be worked with harrow, scarifier, or other suitable
equipment to reduce the water content to the proper amount; and
then it shall be recompacted.
Tamping rollers shall be used for compacting earth fill.
Rollers shall be furnished by the Contractor.
Sandy soils shall be placed in 4 to 6 -inch layers and
compacted with CATERPILLAR type tractor, tamping roller, smooth
wheel roller weighing 8 to 10 tons, or approved pneumatic roller.
Clay soils shall be placed in 6 -inch maximum layers and compacted
with light tamping roller. Glacial fill shall be placed in 8 -
inch maximum layers and compacted with heavy tamping roller. The
Contractor may use other equipment, if approved. Places
inaccessible to roller shall be compacted with mechanical or hand
tampers. Stones in earth fill shall be well. distributed. No
stones over 4 -inches in diameter shall be left within 12 -inches
of finished subgrade. Each layer shall be free of ruts and shall
meet compaction requirements before the succeeding layer is
placed. At least the top 12 -inches of subgrade for pavement,
sidewalk, slabs, retaining walls, footings and all other
structures, shall be of selected granular material. Operation of
equipment shall be distributed to avoid rutting and unequal
compaction.
When the Engineer orders loam or heavy material to be mixed
and graded with sandy or light material for sufficient bonding
and compaction, the Contractor shall perform this work to the
complete satisfaction of the Engineer.
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H?AA GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS, SCIENTISTS. PLANNERS and SURVEYORS
SITE WORK - EXCAVATION, EARTHWORK,.BACKFILLING
& GRADING (CONT'D.)
5.0 - SHORING AND DRAINING
Whenever necessary to maintain the banks of -excavation in a
safe and stable condition, the Contractor shall furnish and
install temporary sheetpiling or planks, braces and shores of
good sound timber of adequate strength and shall remove such
piling or shoring as the foundation work progresses.
Excavations and the job site, in general, shall be kept free
from water, ice and snow during construction. This shall include
the excavation and maintenance of temporary ditches, and the
furnishing and operation of pumps or other equipment needed to
properly drain the work.
Remove shoring and piling before backfilling is completed,
but not until permanent supports have been placed, or as
directed.
No additional payment shall be made for shoring and
draining.
6.0.- BACKFILL
After inspection and approval of foundations and other work
which is to be covered by backfill, the excavated areas shall be
backfilled with clean selected material previously excavated,
free from organic matter and frozen lumps, and approved by the
Engineer. Material shall be backfilled in 12 -inch layers and
thoroughly tamped between layers. Mechanical tampers shall be
used wherever possible. If directed by the Engineer, the back-
fill shall be thoroughly saturated with water as it is placed.
If backfilling is required beneath footings, whether due to
Contractor's excavating error or otherwise, this shall be
accomplished using 2,500 psi concrete, mixed and placed in
accordance with the section entitled, CONCRETE of these
specifications.
Do not backfill walls or foundations until concrete has
attained adequate strength and/or adequate shoring is provided.
A minimum of 48 hours is required after applying the second coat
of waterproofing, in addition to the strength requirements.
Backfill for each layer shall be thoroughly compacted to attain
95% of maximum density at optimum moisture as determined by
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GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS, SCIENTISTS. PLANNERS and SURVEYORS
SITE WORK - EXCAVATION, EARTHWORK, BACKFILLING
& GRADING (CONT'D:)
AASHTO T-99, Method C. The Contractor shall perform compaction
testing to the extent considered necessary by the Engineer, to
attain specified results, and the cost of all such testing shall
be borne by the Contractor.
7.0 - COMPACTION REQUIREMENTS - PAVED AREAS & FOUNDATION AREAS
All soils to be backfilled that provide support for
footings, foundation slabs and other load-bearing structures
shall be compacted to 100% of maximum density at optimum moisture
as determined by AASHTO T-99, Method C. Compaction of backfill
shall take place in layers of 6 -inch maximum thickness with clean
selected material previously excavated and shall be performed by
means of mechanical tampers wherever possible. Field tests to
verify specified compaction ''are to be performed on various
samples at each backfilled and compacted layer as determined by
Engineer. Compaction tests shall be performed by a certified
testing laboratory and approved by the Engineer. Method of field
testing compacted layers is to be in accordance with ASTM D1556
and results are to be submitted simultaneously to the Contractor
and Engineer. No backfilling is to be performed until the
previous backfilled layer is properly compacted as specified
above. The Contractor shall make every effort to allow for
possible provisions in order to enable a second independent soils
testing laboratory to perform compaction tests at the discretion
of the Owner/Engineer. Results of these tests will be available
to the Contractor upon request. Expenses for soil testing borne
by the Contractor are limited to those tests whereby results are
submitted simultaneously to the Contractor and Engineer. The
Owner will bear the cost of the second independent testing.
8.0 - COMPACTION REQUIREMENTS - UNPAVED AREAS
In construction of fill areas in areas to remain unpaved,
and where no structures will be built, all filled soils to
whatever depth is required below finished grade shall be
compacted to 90% of maximum density at optimum moisture as
determined by ASTM D1557, Method C.
9.0 - TOLERANCES
Subgrades shall be formed and compacted in accordance with
plans and specifications to within a tolerance of ±1/2 -inch.
EEB&G -6 of 7
H2 -N GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS, SCIENTISTS. PLANNERS and SURVEYORS
SITE WORK - EXCAVATION, EARTHWORK, BACKFILLING
• & GRADING (CONT'D.)
10.0 - FINISHING SLOPES AND SURFACES
All slopes shall be finished to smooth, compact surfaces in
conformity with the plans. Blade grader or scraper finish will
be allowed on slopes.
11.0 - DISPOSAL OF EXCESS MATERIAL
All excess or unsuitable excavated material over and above
the quantity required for fill areas shall be hauled from the
site. The Contractor is responsible to load and haul away all
excavated material deemed surplus to the needs of this project by
the Engineer.
The Contractor shall be held to slightly above water level
truckloads to insure against spillage on the public streets, and
for cleaning such spillage should it occur. The Contractor shall
cover trucks to further insure against spillage on roadways -or
other property.
12.0 - MAINTAINING ROUGH GRADES
Considering that fine grading with topsoil will not begin
until some time after completion of the rough grading work under
this contract, the subgrades may be disturbed by weather and
erosion. It will then become the responsibility of this Con-
tractor to restore and regrade all portions of the work which are
not within a tolerance of ±1/2 -inch of the required elevations.
This will include, but.not be limited to, washed out embankments,
gorges, ruts and valleys and deposits of material on lower levels
of the work. The Contractor shall include the cost of this work
in his lump sum price bid for excavation and grading even though
the time lapse is several months.
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1H21H GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS, SCIENTISTS. PLANNERS and SURVEYORS
SITE WORK - TOPSOIL SPREADING & FINE GRADING
1.0 - SCOPE
The work includes all labor, material, equipment and appli-
ances required for the complete execution of all Topsoil
Spreading and Fine Grade Work, required by the drawings, these
specifications, conditions at the site and as directed by the
Engineer.
2.0 - TOPSOIL SPREADING AND FINE GRADING
A. All stripping and stockpiling of existing usable top-
soil on the site shall be done by this Contractor.
B. Before completion of this Contract, after all rough
grading work has been completed to establish new grades, as shown
on the drawings, in accordance with the section of the speci-
fications entitled, EXCAVATION, BACKFILLING & GRADING, this Con-
tractor shall spread and fine grade, to provide a minimum topsoil
depth of 6 -inches, all stockpiled topsoil and all approved
furnished topsoil within the cleared and stripped area and within
the area of the proposed new finished grades.
C. Fine grading shall be done with topsoil to bring the
subgrade to the proposed finished elevations as shown on the
drawings.
D. All topsoil brought to the site shall be free of an
admixture of subsoil and shall be reasonably free of stones,
lumps, clods of hard earth, plants or their roots, sticks and
other extraneous matter. The topsoil shall be fertile, friable,
a natural loam containing a liberal amount of humus and shall be
capable of sustaining vigorous plant and grass seed growth. All
topsoil shall be approved by the Engineer prior to delivery to
the site.
E. Grading of the subgrade within the areas to be covered
by topsoil shall be in accordance with the section of the speci-
fications entitled, EXCAVATION, BACKFILLING & GRADING. Subgrade
shall be 6 -inches below finished grade elevation.
F. The Contractor shall either sod or seed, or both, the
entire area where topsoil is placed in accordance with the sec-
tion of these specifications entitled, SOIL PREPARATION &
SEEDING, and/or SOD & SODDING.
SOHT 89-02
TS&FG - 1 of 2
IH2AGROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
TS&FG - 2 of 2
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GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS, SCIENTISTS. PLANNERS and SURVEYORS
SITE WORK - SOIL PREPARATION & SEEDING
1.0 - SCOPE
The work includes all labor, material, equipment and appli-
ances required for furnishing and sowing seed on areas shown on
the plans and maintaining work as specified. This item also
includes furnishing and incorporating soil conditioners, lime and
fertilizer, preparing ground surface for seeding and furnishing
mulch and mulching as specified.
2.0 - MATERIALS
2.1 - Grass Seed
The grass seed mixture shall consist of:
Minimum % Minimum %
Percent Grass Purity Germination
90% Merion Kentucky 90 80
Blue Grass
60% Kentucky 3.1 Fescue 95 90
10% Redtop 95 95
Grass seed shall be fresh, recleaned seed of the latest
crop, mixed in the above proportions by weight and meeting the
above standards of pure live seed content. Grass seed shall be
delivered to the site in the original, unopened containers. All
seed and seed labels shall be in accordance with State and
Federal Laws, Rules and Regulations as each is in effect on the
date of invitation for bids.
The seeds shall meet the minimum specified requirements
regardless of the guarantee of qualities or dates of testing.
Seeds, packing and labeling not meeting the specifications will
be rejected. Seed which has become wet, moldy or otherwise dam-
aged in transit or storage will not be acceptable.
2.2 - Fertilizer
Superphosphate - Superphosphate shall contain a minimum of
20% available phosphoric acid. The guaranteed percentage of
available phosphoric acid shall be stated as a part of the name.
SOHT 89-02
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1H2N GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
SITE WORK - SOIL PREPARATION & SEEDING (CONT'D.)
10-6-4 Fertilizer - The fertilizer shall be standard quality
commercial carriers of available plant food elements. It shall
consist of nitrogen, phosphoric acid and potash, in the ratio of
10% nitrogen, 6% phosphoric acid and 4% potash. At least 50% of
the available nitrogen shall be present in an organic form.
2.3 - Limestone
Agricultural limestone shall be ground dolomitic limestone
containing a minimum of 90% of calcium and magnesium carbonates.
One hundred percent (100%) shall pass the #10 mesh screen and a
minimum of 50% of the #100 mesh screen.
2.4 - Topsoil
Necessary topsoil for seeded areas shall. be from existing
stockpiles on site and/or topsoil brought to the site in accor-
dance with the section of the specifications entitled TOPSOIL,
SPREADING AND FINE GRADING.
2.5 - Water
Water shall be free from oils, acids, alkalis, salt and
chemicals which may inhibit grass growth.
2.6 - Mulch
Mulch shall be low grade, musty, spoiled, partially rotten
hay or straw. Mulch that contains detrimental seeds or noxious
weeds will be rejected.
2.7 - Physical Soil Conditioners
Peat moss shall have a minimum organic matter content of 90%
and moisture absorptive capacity of 450 to 500%.
3.0 - METHOD
3.1 - Season
Grass seed shall be sown only in the Fall between September
1st and October 15th, or at such other times as approved by the
Engineer. The Contractor shall notify the Engineer at least 48
hours in advance of the time he intends to begin sowing seed and
shall. not proceed with such work until permission to do so has
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ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
SITE WORK - SOIL PREPARATION & SEEDING (CONTID.)
been obtained from the Engineer. When delays in operations carry
the work beyond the dates specified, or when high winds,
excessive moisture or ice are such that satisfactory results are
not likely to be obtained for any stage of the work, the Con-
tractor shall stop this aspect of his work. The work shall be
resumed only when the desired results are likely to be obtained
or when corrective measures and procedures are adopted. When
sodding is to be done in the same general areas, the sodding
shall be done before the seed is sown and equipment used during
seeding shall cause no damage to the sodded areas.
3.2 - Preparation of Soil
Areas to be seeded shall be maintained at approved grades,
and irregularities which form low places and hold water shall be
eliminated. Areas to be seeded shall be harrowed, disced or
otherwise completely pulverized to a state of tillage to a depth
of 4 -inches. All stone or other unsuitable material over 2 -
inches in greatest dimension shall be removed from the site.
After the soil has been tilled to the satisfaction of the Engi-
neer, superphosphate (20%), at the rate of 2,000 pounds per acre,
agricultural limestone at the rate of 4,000 pounds per acre, and
peat moss at the rate of 43 cubic yards per acre, shall be
applied and thoroughly disced into the soil to a depth of at
least 4 -inches.
3.3 - Sowing Seed and Fertilizing
Any method of distribution by mechanical distributor will be
acceptable, except that seed shall not be injured in the process
of spreading.
The 10-6-4 fertilizer shall be incorporated into the upper
2 -inches of the soil prior to seeding, at the rate of 900 pounds
per acre. The distributor shall be run over the ground to sow
the seed at the rate of 160 pounds per acre. No seeding shall be
done in windy weather or when the ground is wet or otherwise
untillable. After sowing, the seeded areas shall be lightly
rolled with a roller weighing not more than 100 pounds per foot
of width. All mechanical equipment for seeding and rolling shall
be as approved and shall pass parallel to the contours, unless
otherwise approved, to obtain uniform coverage of all materials.
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ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
SITE WORK - SOIL PREPARATION & SEEDING (CONT'D.)
3.4 - Mulch
After seeding, mulch, at the rate of two (2) tons dry weight
per acre, shall be spread in a continuous blanket over the seeded
areas. The mulch may be spread by hand or machinery approved by
the Engineer.
Mulching shall be performed not later than three (3) days
after seeding. Mulch shall be anchored on all slope areas.
Anchorage to hold mulch in place shall be by a method approved by
the Engineer.
3.5 - Watering
All seeded areas shall be watered lightly upon completion of
seeding and mulching in such a manner that the soil does not
wash.
4.0 - MAINTENANCE
4.1 - General
The Contractor shall maintain the seeded and mulched areas
from the time of planting until one (1) month after the date of
Final Payment Request, or such earlier date as determined by the
Engineer. Maintenance shall consist of repairing any areas
damaged following .the seeding and mulching operations due to
wind, fire, water, watering, mulch removal and cutting. Damaged
areas shall be repaired to re-establish the. condition and grade
of the area prior to seeding and shall then be re -fertilized, re-
seeded, and re -mulched as specified herein.
In addition to the foregoing requirements, the Contractor
shall be responsible for the following operations:
4.2 - Watering
The Contractor shall be responsible for any necessary
irrigation to secure germination and initial establishment of the
grass to the time of the first cutting.
4.3 - Mulch Removal
Mulch shall be removed from the seeded areas by the Con-
tractor at any time prior to the first cutting or when requested
by the Engineer.
SP&S - 4 of 5
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i12A GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
SITE WORK - SOIL PREPARATION & SEEDING (CONT'D.)
4.4 - Cutting
The Contractor shall be'responsible for the first cutting of
the grass only. Clippings shall be to a height of 1-1/2 inches
when the grass has attained an average height of 2-1/2 inches.
All clippings shall be removed.
5.0 - METHOD OF PAYMENT
Payment for the work included under this item shall be
included in the base bid for this Contract. The work includes
all labor, material, equipment and appliances required for
furnishing and sowing seed on areas shown on the plans. and main-
taining work as specified. This item also includes furnishing
and incorporating soil conditioners, lime, fertilizer, preparing
ground surface for seeding, and furnishing mulch and mulching as
specified.
SP&S - 5 of 5
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GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS, SCIENTISTS. PLANNERS and SURVEYORS
SITE WORK - PAVEMENT CONSTRUCTION
1.0 - SCOPE
Under this work, the Contractor shall remove and dispose of
all existing paved roadways where required, and shall compact and
shape the subgrade, fine grade the earth surface, and construct
thereon an asphaltic concrete pavement on a dense graded crushed
stone blend base to the thickness specified on the plans, as
ordered by and to the approval of the Engineer. Any temporary
pavement placed by this or any other Contractor shall be removed
under this work. All work shall be in accordance with these
specifications and those of the Highway Department of the Town of
Southold.
2.0 - SUBGRADE AND FINE GRADING
The subgrade shall be cleaned of all loose or foreign mate-
rial, reshaped if rutted, and otherwise prepared so as to provide
uniform support for the pavement. All soft or unsuitable mate-
rial such as loam or clay shall be removed to a depth of at least
12 inches, or as may be directed by the Engineer,and replaced
with suitable material approved by the Engineer and rolled in 4 -
inch layers to subgrade. - Granular material, if ordered by the
Engineer, shall be used to replace suitable soil. Excavation and
removal of unsuitable material, however, shall be included in the
base bid.
Shaping and compacting of the subgrade shall be accomplished
by blade grading, where applicable, and by rolling with an
approved two -wheel or pneumatic roller. All equipment for prep-
aration of subgrade and for placing and finishing of pavement
shall be in first class working order and shall be subject to any
inspection the Engineer may desire prior to being placed in use.
After the subgrade has been prepared and compacted to the
required uniform density and to the required elevation, alignment
and cross-section, it shall be maintained in that condition until
the pavement is placed thereon. Pavement will not be placed upon
any frozen subgrade or upon any material which, in the opinion of
the Engineer, is unsuitable as a pavement foundation.
The subgrade to be consolidated shall be compacted to 100
percent (100%) of maximum density at optimum moisture as deter-
mined by AASHTO T-99, Method C, except that soils for a depth of
9 inches below pavement subgrades, in both cuts and embankments,
shall be compacted to not less than 95 percent (95%). Soils
SOHT 89-02
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P HOLZMACHER, McLENDON & MURRELL, P.C.
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ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
SITE WORK — PAVEMENT CONSTRUCTION (CONT'D.)
which have a maximum density less than 100 pounds per cubic foot,
as determined by AASHTO T-99, shall be wasted or mixed with
heavier soils to obtain the required weight.
The Contractor shall perform compaction testing 'to the
extent considered necessary by the Engineer, to verify compaction
has been achieved 'in accordance with these specifications. The
cost of such testing shall be borne by this Contractor.
3.0 - DENSE GRADED STONE BLEND BASE COURSE
Upon a properly stabilized, compacted, finely graded and
shaped subgrade, a dense graded crushed stone blend base course
shall be placed, graded and compacted to the minimum depths
indicated on the plans.
3.1 - Material
The base course blend shall consist of crushed stone blended
with crushed stone screenings and shall be such as to provide a
minimum dry density of 145 pounds per cubic foot when compacted
at optimum moisture content when tested in conformance with ASTM
D-1557, Method D. The sample shall contain all of the coarse
aggregate sizes. That portion of the stone blend that passes the
#40 screen shall have a plasticity index of zero. Crushed stone
shall consist of clean, durable, sharp angled fragments of rock.
Of that material retained on the 1/2 -inch square sieve, not more
than 10 percent (10%) by weight, shall consist of flat or
elongated pieces. A flat or elongated piece is defined as one
whose greatest dimension is more than three times its least
dimension. Coarse aggregate when subject to five cycles of the
soundness test shall have a weight loss of not more than 5 per-
cent (5%) with sodium sulphate or 10 percent (10%) with magnesium
sulphate.
The base course blend of crushed stone and crushed stone
screenings shall conform to the gradation as follows:
SCREEN SIZE % PASSING
1-1/2" 100%
In 90-100
1/2" 65-85
3/8" 55-75
#4 40-55
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112AGROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS, SCIENTISTS. PLANNERS and SURVEYORS
SITE WORK - PAVEMENT CONSTRUCTION (CONT'D.)
SCREEN SIZE
#8
#16
#30
#50
#100
#200
3.2 - Method
The base course blend
mechanical spreader equipment.
piles dumped on the site.
particles will be permitted.
% PASSING
30-45
22-36
16-27
12-19
7-13
3-7
shall be spread with approved
No material shall be spread from
No segregation of large or fine
It shall be the Contractor's responsibility to prepare the
subgrade to a dense, stabilized, compacted and unyielding state;
and to place, grade and compact the base course blend to the
minimum thickness specified (approximately 1 -1/2 -inches below
finished grade for pavements without binder course and approx-
imately 3 -inches below finished grade in those areas where a
binder course will be utilized).
After the base course blend has been laid loose and shaped,
it shall be rolled with an approved steel wheel roller. During
rolling, the base course shall be kept in a moist condition to
allow compaction to a maximum density (approximately 6 percent
(6%) moisture). In lieu of the moisture requirement for compac-
tion, an approved vibratory compactor may be used to obtain
initial keying and to permit rolling with the required steel
wheel roller.
If the base course is left for an extended length of time
before placing the asphalt wearing or binder course, the Con-
tractor shall add additional base course blended stone, and shall
reshape, reroll and recompact the base course to the prescribed
grade.
Before placing any asphalt, the base course shall be checked
in the presence of the Engineer and any irregularities shall be
properly corrected to receive the required asphalt thickness to
the correct finished grade.
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SITE WORK - PAVEMENT CONSTRUCTION (CONT'D.)
4.0 - ASPHALTIC CONCRETE BINDER COURSE
After satisfactory completion of the base course construc-
tion, the Contractor shall construct a one layer binder course
(where specified) of asphaltic concrete placed and compacted to a
minimum thickness of 1 -1/2 -inches. The rate of asphalt placement
shall be such that the yield shall never exceed 12.6 square
yards/ton and the average yield shall not be more than 12.0
square yards/ton. It shall be the Contractor's responsibility to
maintain checks on the actual rate of placement as the work
progresses and make such adjustments as are required to insure
the proper yield. The surface of the finished asphalt course
shall be tested with a 16 -foot straight edge (furnished by the
Contractor), where applicable. Any variation of more than 1/4 -
inch shall be corrected in a manner satisfactory to the Engineer.
In those areas where resurfacing existing pavement has been
specified on the plans, binder course shall be placed at the
direction of the Engineer to provide a uniform surface on which
the proposed wearing course can be placed. In those areas where
binder is to be placed as a truing and/or leveling course, the
existing pavement shall receive. a tack coat prior to the
installation of the binder material. Tack coat shall be applied
in accordance with the section of these Specifications entitled
TACK COAT.
5.0 - ASPHALTIC CONCRETE WEARING COURSE
After satisfactory completion of base course construction
(or binder course, where applicable), the Contractor shall con-
struct a one layer wearing course of asphaltic concrete placed
and compacted to a minimum depth of 1 -1/2 -inches. The rate of
asphalt placement shall be such that the yield shall never exceed
12.6 square yards/ton and the average yield shall not be more
than 12 square yards/ton. It shall be the Contractor's respon-
sibility to maintain checks on the actual rate of placement as
the work progresses and make such adjustments as are required to
insure the final yield factor. The surface of the finished
asphalt course shall be tested with a 16 -foot straight edge,
where applicable, furnished by the Contractor, and shall be
observed after rains. Any variation or puddles of more than 1/4 -
inch shall be corrected in a manner satisfactory to the Engineer.
In those areas where existing pavements are to be resurfaced, the
entire area to be resurfaced shall receive a tack coat prior to
the installation of the new wearing course. Tack coat shall be
applied in accordance with the section' of these Specifications
entitled TACK COAT.
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P HOLZMACHER, McLENDON & MURRELL, P.C.
1-121 GROU
ENGINEERS. ARCHITECTS, SCIENTISTS. PLANNERS and SURVEYORS
SITE WORK - PAVEMENT
CONSTRUCTION (CONT'D.)
6.0 - MATERIALS FOR ASPHALTIC CONCRETE COURSES
6.1 - Asphaltic
Concrete - The asphaltic concrete
mixtures
shall conform to those specified by the New York
State Department
of Transportation in
the Standard Specifications
dated January 2,
1981.
BINDER COURSE COMPOSITION (TYPE 3)
GENERAL LIMITS
JOB MIX
SCREEN SIZE
% PASS
% TOL.
1-1/2"
100
-
1"
95-100
-
1/2"
70-90
±6
1/4"
48-74
±7
1/8"
32-62
±7
#20
15-39
±7
#40
8-27
±7
#80
4-16
±4
#200
2-8
±2
JOB MIX
MATERIAL
RANGE
% TOL.
Asphalt Cement
Content
4.5-6.5
±0.4
Mixing and Placing
Temp. Range
(Degrees F.)
250°-3250
Asphalt Cement Grade
AC -20
PVT - 5 of 10
U2" GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS, SCIENTISTS. PLANNERS and SURVEYORS
0 SITE WORK - PAVEMENT CONSTRUCTION (CONT'D.)
SCREEN SIZE
TOP COURSE COMPOSITION (TYPE 6)
GENERAL LIMITS
% PASS
JOB MIX
% TOL.
l"
100 ,
0
1/2"
90-100
±5
1/4"
65-85
±7
1/8"
36-65
±7
#20
15-39
±7
#40
8-27
±7
#80
4-16
±4
#200
3-6
±2
Asphalt Cement
5.8-7.0
±0.4
Mixing and Placing
Temp. Range
(Degrees F.) 2500-3250
Asphalt Cement Grade AC -20
6.2 - Coarse Aggregates - Coarse aggregate shall consist of
crushed stone, crushed gravel, screened gravel or crushed air-
cooled blast furnace slag, conforming to the requirements for
NYSDOT Type 6.
6.3 Fine Aggregates - Fine aggregate shall consist of
natural sand from the Long Island, New York area. All fine
aggregate shall consist of hard, strong, durable particles which
are free from a coating or any injurious amounts"of clay, loam or
other deleterious substances.
�6.4 - Mineral Filler - Mineral filler shall belimes ton e
or material dust approved by the Engineer, shall be
thoroughly dry and, when delivered to the mixer, it shall be free
from lumps and loosely bonded aggregations.
6.5 - Asphalt Cement - The asphalt shall be prepared by
refining crude petroleum by suitable methods. The asphalt cement
shall be homogeneous, free from water and shall not foam when
heated to 347°F.
Silicone additives will be permitted in paving asphalts.
Silicone may be introduced into the asphalt in accordance with
the manufacturer's recommendations either at the refinery,
FA
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GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS, SCIENTISTS. PLANNERS and SURVEYORS
• SITE WORK - PAVEMENT CONSTRUCTION (CONT'D.)
terminal or at a mixing plant -storage tank. Asphalt treated with
silicone shall conform to the specifications for untreated
asphalt.
7.0 - TRANSPORTATION
The mixture shall be transported from the paving plant to
the job site in tight vehicles with metal bottoms previously
cleaned of all foreign materials. When directed by the Engineer,
the vehicles shall be suitably insulated and each load shall be
covered with canvas or other suitable material of sufficient size
to protect it from weather conditions. The inside surface of all
vehicles used for hauling the plant mix must be lightly lubri-
cated with a thin oil or soap solution just before loading, but
excess lubricant will not be permitted. No loads shall be sent
out so late in the day as to prevent spreading and compaction of
the mixture during daylight hours unless artificial light
approved by the Engineer is provided.
8.0 - MACHINES AND EQUIPMENT FOR PLACING ASPHALTIC CONCRETE
Spreading and finishing machines of an approved type may be
used where the quantity of pavement and local conditions are
suitable. Where the area of pavement exceeds 1,500 square yards,
asphalt finishing machines shall be used. Machines shall be
equipped with easily adjustable strike -off plates.
Rollers used to compact asphaltic concrete binder and/or
wearing course shall weigh not less than ten (10) tons, or shall
be a vibratory type roller with a minimum weight of two (2) tons,
and providing a compactive effort equal to that of a ten (10) ton
roller.
The wheels of rollers - and paving machines shall be kept
clean at all times. Water or a mixture of water and ten percent
(10%) lubricating oil may be used to wet the wheels. Hot water,
gasoline, grease or oil shall not be permitted to drip from
machines onto the pavement.
Dump plates shall not be coated with oil. Soap solution,
whitewash or other approved material shall be used.
PVT - 7 of 10
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1112"GROUP HOLZMACHER, McLENDON a MURRELL, P.C.
ENGINEERS. ARCHITECTS, SCIENTISTS. PLANNERS and SURVEYORS
SITE WORK - PAVEMENT CONSTRUCTION (CONT'D.)
9.0 - BUYING ASPHALT MIXTURE
The Contractor shall state in a letter form,
location of the plant from which he proposes t0
asphaltic concrete mix. If this source of materia
by the Engineer, then this source of supply shall n
without the written consent of the Engineer.
10.0 - INSTALLATION OF ASPHALTIC CONCRETE
the name and
obtain the
1 is approved
of be changed
Prior to the arrival of the mixture on the job, the founda-
tion course shall, be cleaned of all foreign material. Founda-
tions shall be dry and clean at the time the asphaltic concrete
is placed and in a condition satisfactory to the Engineer. Con-
tact surfaces of curb and gutters and other. structures shall be
painted with a thin, uniform coating of asphalt material before
the course is,placed.
The pavement shall then be deposited by a mechanical
spreader. Areas totaling more than 1,500 square yards shall be
laid with asphalt finishing machines and rolled to specified
compacted thickness by a two -wheel roller. Rolling shall con-
tinue until all roller marks disappear and the surface shows no
further compressibility. Rolling shall be performed by not less
than one roller for each 25 tons/hour of asphalt laid. All
pavement not accessible to the roller shall be tamped with hot
tampers weighing not less than 25 pounds and having an area not
exceeding 48 square inches.
Care shall be exercised in joint forming with a minimum of
one raker with a finishing machine forming joints. Adjacent
asphalt shall be made with joint temperature at a minimum of
200°F. To this end, joint heaters and hot irons will be employed
to maintain joint temperatures.
Materials shall not be placed on wet foundation or placed
while rain or snow is falling. When temperature is below 350F.,
work shall proceed only if directed by the Engineer.
11.0 - INSPECTION AND TESTS
The Contractor shall provide the Engineer with satisfactory
evidence that the asphaltic materials, mixes and base course
gradation supplied under this contract- comply with the
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ENGINEERS. ARCHITECTS, SCIENTISTS. PLANNERS and SURVEYORS
SITE WORK - PAVEMENT CONSTRUCTION (CONTID.)
•
specifications. The services of a testing laboratory of
recognized standing, approved by the Engineer, shall be engaged
by the Contractor to make daily tests of mixtures supplied and
shall furnish the Engineer with reports promptly upon completion
of such tests. Tests for asphalt conformance will be made by
extraction from the hopper of the asphalt finishing machine. The
cost of such testing service shall be included in the base bid
for this Contract. One set of tests shall be made for each 2,000
square yards or less of pavement laid in one day.
12.0 - JOB MIX FORMULA
No asphaltic concrete shall be laid on the project, nor any
mixture accepted therefore, until the Contractor has submitted
and received approval from the Engineer for his intended job mix
formula, indicating in writing the single definite percentage for
each sieve fraction of aggregate and for asphaltic cement which
he chooses as a fixed mean in each instance, also the intended
temperature of completed mixture at the time it is discharged
from the mixer. If a change in the materials is made and
approved by the Engineer, the job mix formula shall be readjusted
as necessary.
13._0 MISCELLANEOUS
Payment will not be made for pavement disturbed or broken by
the Contractor due to his own negligence or for pavements removed
to facilitate the construction where specific authorization has
not been given by the Engineer.
14.0 MAINTENANCE AND GUARANTEE
After pavement construction, the Contractor will be respon-
sible for his work and will have to make any necessary repairs
immediately after notification from the Engineer, to the satis-
faction of the Engineer and the Town of Southold, for a period of
one (1) year after date of the final payment request.
15.0 - TACK COAT
Where the wearing course is to be placed on an asphaltic
base, binder or truing and leveling course, or on any type of
existing pavement, a tack coat of bituminous material shall be
PVT - 9 of 10
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GROUP HOLZMACHER. McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
SITE WORK - PAVEMENT CONSTRUCTION (CONTID.)
applied to the surface prior to placement of the wearing course.
Such material shall also be applied to all sawcut joints as a
seal coat. The bituminous material shall conform to the require-
ments of NYSDOT Standard Specification Section 407, Item No.
407.01. The minimum application rate of this material shall be
0.1 gallons per square yard.
16.0 - BASIS OF PAYMENT
No separate payment will be made for pavement which is con-
structed in accordance with the specifications and so ordered by
and to the approval of the Engineer. Payment for all pavement
construction shall be included in the base bid, except the bypass
road located south of the scale, identified on the plans as
Contingency Item No. 1. Payment shall include all material,
labor, equipment, testing and incidentals required to complete
the work as specified. In addition, payment shall include all
costs to alter any utility castings so that they conform to the
proposed pavement grades, all costs to maintain the existing
traffic flow at the Town Landfill, and all costs to remove and
dispose of any existing structures or other objects required to
construct the proposed pavement or resurface the existing
pavement.
PVT -10 of 10
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s-ir,bu r-nry ID HOLZMACHER, McLENDON & MURRELL, P.C.
.MNL, - W 1-11%vv- ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
CONCRETE
1.0 - SCOPE
The work includes all labor, materials, equipment and appli-
ances required to mix, transport, form, place, test, finish and
cure cast -in-place concrete, in accordance with the contract
documents and as ordered by the Engineer.
The Contractor shall comply with the provisions of the
following codes, specifications and standards (latest editions),
except where more stringent requirements are shown or specified:
ACI 301: Specifications for Structural Concrete
for Buildings
ACI 318: Building Code Requirements for Reinforced
Concrete
ACI 311: Recommended Practice for Concrete Inspection
ACI 347: Recommended Practice for Concrete Formwork
ACI 304: Recommended Practice for Measuring, Mixing,
Transporting and Placing Concrete
Concrete Reinforcing Steel Institute "Manual
of Standard Practice"
2.0 - MATERIALS
2.1 - Cement
(a) All cement shall be Portland cement and shall conform
to the requirements of ASTM Specification C150, latest revision.
Unless other types are required by these specifications, or are
ordered in writing, Type II cement shall be used. Only one brand
of cement shall be used for exposed concrete surfaces of any
individual structure.
(b) Cement shall be delivered in standard bags containing
94 pounds net weight of cement, or may be delivered in bulk sub-
ject to proper conditions for handling and storage.
2.2 - Air -Entraining Admixture - All concrete shall contain
an air -entraining admixture conforming to the requirements of
ASTM Specification C260, latest revision, and shall be SIKA
CHEMICAL CORP. Sika -AER; MASTER BUILDERS MB -VR; SONNEBORN
DIVISION OF CONTECH, INC., Aerolith; EUCLID CHEMICAL CO. Air Mix;
or equal.
SOHT 89-02
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IH2AAGROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
"/ 7
ONCRETE (CONT'D.)
•
2.3 - Water -Reducing Admixture
(a) All concrete shall contain a water -reducing admixture
conforming to the requirements of ASTM Specification C494, latest
revision, Type A (normal) or Type D.(retarding), and be an
integral part of the design mix. The admixture shall be a
hydroxylated carboxylic acid type admixture and shall be non-
hygroscopic concentrated liquid, and shall not contain more than
1% chloride ions or air -entraining agents added during manu-
facture. The admixture shall be SIKA CHEMICAL CORP. Plastocrete
(Type A) or Plastiment (Type D); SONNEBORN DIVISION OF CONTECH,
INC., Master Builders MB-HCN (Type A) or MB -HC (Type D); EUCLID
CHEMICAL CO. Eucon WR -75 (Type A) or Eucon Retarder -75 (Type D);
or equal.
(b) The admixtures shall be used in the proportions recom-
mended by the manufacturer and subject to the approval of the
Engineer.
(c) In general, the Type A admixture shall be used on all
concrete placed at air temperatures below 75°F. When tempera-
tures exceed 75°F and/or placing conditions dictate, the Engineer
may require a change from the Type A admixture to the Type D
admixture. The dosage rate of the Type D admixture shall vary as
required to achieve setting characteristics similar to those
experienced at 70°F.
2.4 - Other Admixtures - The use of admixtures to accelerate
hardening or for waterproofing will not be permitted.
2.5 - Aggregates - Aggregates shall conform to the
requirements of ASTM Specification C33, latest revision, modified
as follows:
(a) Fine aggregates shall not contain more than 3 percent
clay.
(b) Fine aggregates shall be capable of developing 100
percent of the compressive strength of Ottawa sand when tested in
accordance with ASTM Specification C87, latest revision.
(c) Coarse aggregates shall not have an abrasion loss in
excess of 35 percent.
(d) Coarse aggregates shall not have a loss greater than 5
percent when subjected to the soundness test.
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GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS, SCIENTISTS. PLANNERS and SURVEYORS
CONCRETE (CONT'D.)
(e) Deleterious substances in coarse aggregates shall limit
chert to 1 percent and coal and lignite to 0.5 percent.
Where the clear cover to the reinforcement is 2 -inches or
more, the maximum size of coarse aggregate shall be 1 -1/2 -inches.
Where the clear cover is less than 2 -inches, the maximum size of
coarse aggregate shall be 3/4 -inch.
2.6 - Water - Water shall be clear and free from injurious
amounts of oil, acids, alkalis, organic materials or other
deleterious substances. If there is any question as to the
suitability of the water, it shall be tested in accordance with
AASHTO T-26.
2'.7 - Forms - Form lumber shall be dressed on four sides,
and only selected boards shall be used for form surfaces in con-
tact with concrete. Where a smooth surface is required, lined
pressed wood, plywood or sheet metal forms shall be used. The
pressed wood shall consist of non -warping fiberboard not less
than 3/16 -inch in thickness, or not less than 1/4 -inch for ply-
wood. The lining shall be securely nailed to the forms to pro-
duce a smooth concrete surface. Non -staining form release agents
that will not deleteriously affect concrete surfaces, nor impair
subsequent applications, shall be used.
2.8 - Form Fastenings - Form ties and form hangers shall be
provided with a water seal, and shall be of such type, that after
forms are stripped, the ties can be broken back a minimum of -2-
inches from the surface of the concrete or, after bolts are
removed, the portion of the tie remaining in the concrete shall
be no closer than 2 -inches to the face of the concrete and shall
be watertight. Ties shall not be fitted with lugs, cones,
washers or other devices within the form which will leave a hole
larger than 7/8 -inch in diameter or an excessive depression back
of the exposed surface of the concrete. To assure a breakback of
2 -inches, the portion of the tie which is removed from the con-
crete shall be coated with a material which will not prevent
bonding between the concrete and the mortar patch specified.
2.9 - Curing Materials
(a) Waterproof curing paper shall conform to the require-
ments of ASTM Specification C=171, latest revision.
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GROUP HOLZMAPHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
CONCRETE (CONT'D.)
(b) Curing and sealing compound shall conform to the
requirements of Federal Specification TT -C -800A,, minimum 30 per-
cent solids content, having a pink fugitive dye, and shall be
MASTER BUILDERS Masterseal; CONSTRUCTION PRODUCTS DIVISION, W.R.
GRACE & CO. DeKote 800; EUCLID CHEMICAL CO. Super Floor Coat or
Super Rez-Seal; or equal.
(c) Polyethylene sheeting shall be 6 mils (0.006 -inch)
thick, VISQUEEN DIVISION, ETHYL CORP. VisQueen Film; MONSANTO
GER-PAK Polyethylene Sheeting; or equal.
2.10 - Epoxy Grout - Epoxy grout shall consist of a two -
component, mineral filled, 100 percent solids thermosetting epoxy
polysulfide compound, and shall be TOCH BROTHERS DIVISION,
CARBOLINE CO. Epotox 650 Grout; CONSTRUCTION PRODUCTS DIVISION,
W.R. GRACE & CO. Epoxtite 2391 Grout; EUCLID CHEMICAL CO. High
Strength Epoxy Grout; or equal. The epoxy grout shall be used in
strict accordance with the manufacturer's recommendations.
2.11 - Non -Shrink Grout and Non -Shrink Concrete - Non -shrink
grout and non -shrink concrete shall consist of Type I or II
Portland cement and fine sand for grout and, in addition, 3/8 -
inch gravel for concrete. The grout and concrete shall contain a
compound that will eliminate shrinkage, and shall be SIKA CHEM-
ICAL CORP. Kemox-G (metallic); CONSTRUCTION PRODUCTS DIVISION,
W.R. GRACE & CO. Vibro-Foil Standard (metallic) and In -Pant (non-
metallic); EUCLID CHEMICAL CO. Firmix (metallic) and Euco N -S
(non-metallic); or equal. The non -shrink grout shall be pre-
mixed, and non -shrink grout and non -shrink concrete shall be used
in strict accordance with the manufacturer's recommendations.
All exposed grout shall be of the non-metallic type.
2.12 - Sealer and Dustproofer - The sealer and dustproofer
shall be a second coat of the curing and sealing compound
hereinbefore specified. I
3.0 - STORAGE
3.1 - Cement - Packages received in a damaged condition will
be rejected. Cement shall be stored in a watertight structure
which will protect the cement from dampness. Cement shall be
piled on dry raised floors to a height not exceeding 7 feet.
Cement that has hardened or partially set shall be removed from
storage and not used.
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N2�1 GROU
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
CONCRETE (CONT'D.)
3.2 - Aggregates - Stockpiles of aggregates shall be placed
on platforms and be kept well -drained. Different types and sizes
of aggregates shall be partitioned ,to prevent mixing. All
aggregates shall be stockpiled a minimum of 24 -hours.
4.0 - FORM DESIGN AND CONSTRUCTION
All form work shall conform to ACI Specification 347, latest
revision. Forms shall be tight, adequately constructed and
securely held in place. to withstand the load of fresh concrete
and the effects of the vibrating process, and to prevent the
leakage of mortar. Alignment of forms shall be carefully done,
and they shall be secured to the lines required. Forms shall be
clean and shall be recleaned and repaired for each use. Form
surfaces against which concrete is to be poured shall be treated
with an approved material to prevent adhesion of the concrete.
The material for treating form surfaces shall not stain or injure
the concrete, or prevent bonding of required coatings. All
corners, edges and rises shall be constructed with a 3/4 -inch
chamfer whether or not shown. Larger bevels and bullnoses shall
be constructed as shown.
The spacing of form ties and form hangers shall conform to
the manufacturer's recommendations.
All surfaces with slopes steeper than one-on-one shall be
formed. At the request of the Contractor and the approval of the
Engineer, various vertical surfaces beneath base slabs may be
changed to slopes of one-on-one or flatter or, conversely, slop-
ing surfaces changed to vertical surfaces. Where vertical sur-
faces are used and no construction joint is provided below the
slab, sheeting that meets the requirements for form work shall be
left in place.
5.0 - CONCRETE MIX REQUIREMENTS
The concrete mix shall be proportioned by weight and shall
be determined on the basis of obtaining a concrete having
suitable workability, density, impermeability, durability and
required strength characteristics without using an excessive
amount of cement.
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P HOLZMACHER, McLENDON & MURRELL, P.C.
i-i?M GROU
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
CONCRETE (CONT'D.)
•
Concrete mixtures shall have the following characteristics:
Specified 28 -day
Compressive
Strength (psi)
4,000
2,500
Maximum
Water -Cement
Ratio
(Gallons/Bag)
5-1/4
5-1/2
6.0 - CLASSES OF CONCRETE
Air Content
(Percent Slump
by Volume (Inches)
3 to 5
3 to 5
3 to 4
3 to 5
Concrete having a 28 -day compressive strength of 4,000 psi
shall be used for all concrete, except as otherwise noted or
specified. All interior exposed slabs shall have a maximum air
content of 3 percent.
Concrete having a 28 -day compressive strength of 2,500 psi
shall, in general, be used for all concrete masonry used in pipe
supports and cradles, for concrete fill, for pipe thrust blocks,
for the refill of trenches, for the refill of excavation below
subgrades, and for all other similar construction as approved by
the Engineer.
7.0 - MIX PROPORTIONS
A minimum of 14 days in advance of incorporation in the
work, the Contractor shall design concrete mixtures and submit
proposed mix proportions and proving test results for approval.
The mix submitted shall be designed in accordance with ACI
Specification 211, latest revision, and ACI Specification 318,
latest revision.
The concrete mixes submitted are subject to the approval of
the Engineer,, who may have separate preliminary tests conducted
by a laboratory employed by the Owner. If the submitted mixes do
not meet the specification requirements, the Contractor shall
redesign the concrete mixtures and furnish required materials for
additional preliminary tests until the concrete mixtures conform
to the specification requirements. All costs of redesign
materials for additional tests, and additional tests, shall be at
the Contractor's expense, and consideration for an extension of
time will not be permitted because of any delays required by
redesign and additional preliminary tests.
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H2A GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS, SCIENTISTS. PLANNERS and SURVEYORS
• CONCRETE (CUNT'D.)
8.0 - BATCHING AND MIXING -
Ready -mixed concrete conforming to ASTM Specification C94,
latest revision as modified herein, shall be used. The plant
shall be properly equipped for the accurate proportioning and
proper mixing and delivery of the concrete, including accurate
water measurement and control.
The plant shall have sufficient capacity and transportation
equipment to deliver the concrete at the rate desired. Not less
than 40 days in advance of the contemplated use of concrete, the
Contractor shall submit to the Engineer, for approval, the name
and qualifications of the firm and plant from which he proposes
to secure the concrete. During the progress of the work, the
Contractor shall notify the Engineer at least 24 hours in advance
of concrete placement, so that the Engineer may provide the
inspection and sampling, where necessary.
Fine aggregates, coarse aggregates and cement shall be
weighed separately. Cement in standard bags need not be weighed.
Admixtures shall be added separately in solution in a portion of
the mixing water by means of a mechanical batcher, in a manner
that will ensure uniform distribution of the agents throughout
the batch. The accuracy of all measuring devices shall be such
that successive quantities can be measured to within 1 percent of
the required amount.
Mixers and agitators shall be operated within the limits of
capacity and. speed of rotation designated by the manufacturer,
and shall be capable of producing a homogeneous concrete mixture
of uniform color. Upon cessation of mixing for more than 30
minutes, the mixer shall be thoroughly cleaned. The time elaps-
ing between the introduction of the mixing water to the cement
and aggregates and discharge from the mixer shall be completed
within one-half hour. The first batch of concrete materials
placed in the mixer shall contain an extra quantity of sand,
cement and water sufficient to coat the inside surface of the
drum without diminishing the mortar content of the mix. Once
initial set :has taken place, no attempt shall be made to temper
the concrete by the addition of water. Any concrete so tempered
will be rejected and shall be removed from the site.
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f12�N GROU
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
CONCRETE (CONT'D.)
9.0 - PREPARATION FOR PLACING CONCRETE
Concrete shall not be placed within the limits of the day's
pour until all forms, embedded materials, steel reinforcement and
concrete surface preparations have been approved. Concrete shall
not be placed in mud or water. Surfaces of forms, embedded
materials and steel reinforcement that have been encrusted with
dried mortar or grout shall be cleaned, as approved, prior to
placing concrete.
To ensure proper bonding when new and previous ly—_placed
concrete are jointed, the contact surfaces of the previously
placed concrete shall be thoroughly cleaned by means of stiff
brushes or other tools, and by application of a stream of water
under pressure to remove all laitance, loose or defective
concrete, coatings, concrete accretions and ,any other foreign
material. The surface shall be damp and the bonding compound
(epoxy or acrylic type) applied. The new concrete shall be
placed before the bonding compound is dry.
Where concrete slab is placed on existing grade, backfill or
fill material, the Contractor shall furnish and place a layer.of
foundation material having a thickness of not less than 6 -inches,
which shall be blanketed with a polyethylene covering. The
covering shall be used in the widest practical widths and shall
be lapped 6 -inches and fastened at all edges to prevent loss of
mortar from the concrete.
All rock surfaces against which concrete is to be placed
shall be clean and free from mud, dirt, oil or other material
which may prevent a tight bond between the rock and concrete.
10.0 - PLACING CONCRETE
Concreting operations shall be continuous until the place-
ment is completed. Slabs shall be placed in one lift and mono-
lithically with beams and girders where construction joints are
not shown. The maximum rate of placing concrete for walls to
prevent movement of forms shall conform to the design require-
ments of the form work. Concrete shall be handled from mixer to
forms in such a manner that no segregation of ingredients will
take place. Concrete shall be deposited in layers approximately
level and not more than 18 -inches deep, unless otherwise indi-
cated and subject to approval by the Engineer. The placement
shall be carried out at such a rate that the formation of cold
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112-" GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
• CONCRETE (CONTID.)
C7
joints will be prevented. Concrete shall be placed in such a
manner that it will not drop freely more than 4 feet, and shall
be placed as nearly as practicable in its final position to min-
imize segregation of ingredients. In slabs, concrete may be
placed by buggy, bucket, ready -mix truck or pumping methods,
provided that for the method selected the specified slump is not
exceeded. If chutes are used, they shall be of metal or metal
lined. In general, concrete in walls shall be placed by means of
a rectangular metal drop chute with hoppers. Drop chutes shall
be provided in several lengths so that the total length of chute
can be adjusted as concreting operations progress. Under special
conditions, for thin sections and sections that are heavily
reinforced, concrete shall be deposited through temporary
openings in the sides of wall forms by means of drop chutes out-
side of forms.
While being placed, concrete shall be compacted with the aid
of mechanical internal vibrators having a minimum of 3,600
impulses per minute, applied directly to the concrete in a
vertical position, and by means of approved mechanical external
vibrators. The intensity and duration of vibration shall be
sufficient to cause concrete to flow, compact thoroughly and
embed completely the steel reinforcement, pipe, conduit and
similar work. Vibration shall be stopped immediately when a
sheen of mortar first appears on the surface. Vibration shall be
supplemented by hand spading, rodding or tamping in the corners
and angles of forms while the concrete is still plastic and
workable. The next layer of concrete shall not be placed until
the previously placed layer has been thoroughly vibrated.
Free water on the surface shall be removed by sponging or
mopping. Under no circumstances shall such water accumulations
be covered up with concrete, nor shall dry cement be used to soak
up excess water.
Pumped concrete shall conform to the requirements of ACI
Committee 304 Report, latest revision.
11.0 - CONCRETING DURING COLD AND HOT WEATHER
The Contractor shall have equipment and materials readily
available to take protective measures for maintaining the spe-
cified temperatures of freshly placed concrete to the approval of
the Engineer. Mixing and placement of concrete during hot and
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i -12 - GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS, SCIENTISTS. PLANNERS and SURVEYORS
CONCRETE (CONT'D.)
cold weather shall conform, as a minimum, to the requirements of
ACI Committee 305 and 306 Reports, latest revisions, to the
Specifications herein and to the approval of the Engineer.
The ambient temperature of the space adjacent to the con-
crete placement and the surface to receive the concrete placement
shall not be less than 40°F.
Whenever the temperature is below 40°F, or when it is evi-
dent that the temperature will drop below that point, concrete
shall not be placed, except when approved. If such approval is
given, special precautions shall be taken both in mixing and in
placing concrete.
The Contractor shall provide equipment for heating concrete
aggregates and water, and for maintaining freshly placed concrete
at a temperature of not less than 50°F, nor more than 80°F. The
temperature of the concrete shall not be permitted to fall below
50°F during the curing period, and the Contractor shall provide
insulation, tents, temporary heat or take other approved measures
to accomplish this. If the atmospheric temperature is expected
to drop to 35°F or below, enclosures and temporary heat shall be
provided to maintain the temperature of the concrete to at least
50°F. The heating methods shall not subject concrete surface to
excessive concentrations of heat,'as to cause rapid drying. The
Contractor shall continuously operate heaters, provide personnel
for continuous duty at the heaters, and provide adequate fire
protection. When heating is discontinued,- the drop in the
temperature of the concrete shall not exceed 40°F in 24 -hours.
Whenever the temperature is above 85°F, or when it is evi-
dent that the temperature will rise above that point, concrete
shall not be placed except when approved. If such approval is
given, special precautions shall be taken both in mixing and in
placing concrete.
The Contractor shall provide equipment for cooling concrete
aggregates and water, and shall adjust the mix to retard the
setting time of the concrete when directed. The cooling of the
water and aggregates shall be such that the temperature of the
fresh concrete is between 50°F and 80°F. Sunshades and wind-
breaks shall be provided in an approved .manner to maintain the
required temperature and minimize excessive drying. Sunshades
and windbreaks shall be left in place at least 7 days.
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IH2AGROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
CONCRETE (CONT'D.)
12.0 - JOINTS AND WATERSTOPS
Joints in concrete structures shall be provided as indicated,
on the contract drawings, specified herein, and subject to the
approval of the Engineer. Joints and waterstops shall be in
accordance with ACI 301, "Specifications for Structural Concrete"
and ACI 316, "Building Code Requirements for Reinforced Con-
crete", latest revisions.
12.1 - Construction Joints
In addition to those shown on the contract drawings,
construction joints shall be provided at locations such that the
maximum dimension of any one concrete placement does not exceed
40 feet if the curing period is limited to 7 days. If the curing
period is increased to 14 days, the spacing of these additional
construction joints may be increased to 60 feet. Construction
joints shall conform to the details shown and shall be located
where they will have the least effect upon the stability,
strength and watertightness of the concrete structure. The
location of additional construction joints is subject to approval
by the Engineer. Vertical 'construction joints at corners will
not be permitted unless specifically directed and/or approved by
the Engineer. Reinforcing shall be continuous across construc-
tion joints. At construction joints, a keyway shall be provided
such that its depth is a minimum of 1 -1/2 -inches and its width is
one-third the section width.
Where roughened joints are to be installed, the Contractor
shall roughen the surface of the concrete so that the coarse
aggregate is exposed to an approximate depth of 1/4 -inch.
Roughening shall be accomplished by either chipping the concrete
or using a retardant coating. Retardant coating shall be SIKA
CHEMICAL CORP. Rugasol; SONNEBORN DIVISION OF CONTECH, INC.,
Sonotex; EUCLID CHEMICAL CO. Surface Retarder; or equal.
Before proceeding with the placing of any section of con-
crete, the joints shall be located and all forms and metalwork,
bulkheads, reinforcement and other embedded materials for that
section shall be in place. At horizontal construction joints,
the top of all forms shall be erected only to the height of the
joint for each placement throughout the entire work. Concrete
surfaces shall be brought to a true level line at the top of
every horizontal construction ,joint. The form for the con-
struction key shall then be forced into place, and then the con-
crete surface rodded off to a true horizontal level. Should
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ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
CONCRETE (CONT'D.)
t
"water gain" be apparent as the concrete reaches the finished
pour line, the water -cement ratio of concrete for a depth of at
least 12 -inches shall be of a stiffer consistency, as required by
the Engineer.
Unless otherwise indicated, all horizontal construction
joints shall be made at well-defined lines.
Monolithic construction of corners is mandatory.
Whenever a stoppage of more than 30 minutes occurs in the
placing of concrete due to some emergency, construction joints
shall be installed as approved. The Contractor shall have per-
sonnel and materials available to install these joints. Emer-
gency construction joints in liquid -bearing structures shall be
keyed as specified herein, and in the same manner as shown on the
contract drawings for the designed joints.
Concreting operations shall be so scheduled as to provide a
delay between pours as follows:
Placements Minimum Time Between Placements (days)
Slab
to
Slab 3
Wall
to
Wall 3
Wall
to
Slab 3
Slab
to
Wall 1
To minimize delays in concrete construction operations, slab
placements shall be made in a checkerboard pattern and wall
placements shall be made alternately.
All construction joints shall have a row of form ties
located at a distance of approximately 6 -inches from the joint to
permit aligning and tightening of the forms for subsequent
sections.
12.2 - Expansion and Control Joints
In addition to those detailed and shown on the contract
drawings, 1/7. -inch expansion joints shall be provided'in exterior
and interior slabs on grade around equipment foundations and at
intervals not to exceed 20 feet in any direction. Reinforcing
shall be discontinuous across all expansion joints. Addi-
tionally, control joints are to be provided at 10 -foot intervals
between expansion joints. Control joints shall be 1/8 -inch wide
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112AN GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
CONCRETE (CONT'D.)
•
and constructed to be depth equal to one-fourth the slab
thickness. Control joints shall be installed during the period
of 8 to 24 hours after concrete has been place.
Reinforced concrete walkways shall be constructed with
expansion and control joints, such that the length between con-
trol joints equals the width of the walkway. Expansion joints
shall be located at lengths equal to four (4) walkways widths.
Continuous expansion joints shall also be provided along the
length of walkways where adjacent structures border on the
walkway.
Expansion joint filler shall be premolded non -extruding
resilient type, in accordance with ASTM D-1752, latest revision.
Joint sealant shall be CM 60, two component polysulfide, as
manufactured by W.R. MEADOWS, INC., or approved equal. Filler
and sealant are subject to approval by the Engineer.
12.3 - Working Drawings
Contractor shall submit, for approval by the Engineer,
working drawings showing proposed locations of all construction,
expansion and control joints, details of joints, related items
and a concrete placement schedule. Submission of working draw-
ings shall be in accordance with subsections 21 and 22 of the
GENERAL CONDITIONS specifications herein.
In liquid -bearing structures, tanks and channels, waterstops
shall be provided to a height of one (1) foot above the maximum
water level.
13.0 - FOUNDATIONS FOR EQUIPMENT
Concrete foundations for equipment shall be constructed as
shown on the drawings, except for such of those as it may be
necessary to modify in order that they may conform to the equip-
ment manufacturer's requirements, as shown on approved copies of
their shop drawings.
14.0 - FINISHING CONCRETE
The classes of surface finishes described herein shall be
applied to various parts of concrete structures as specified.
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u 2A ENGINEERS. ARCHITECTS, SCIENTISTS. PLANNERS and SURVEYORS
• CONCRETE (CONT'D.)
14.1 - Formed Surfaces - Immediately after the removal of
forms, honeycombing, pockets and open spaces shall be cut out for
Engineer's inspection. Patching shall not be done without the
Engineer's approval. When approved, cut-out honeycombed areas,
pockets and open spaces shall be thoroughly flushed with a high
pressure water jet while scrubbing with a wire brush to dislodge
loose particles of concrete and aggregate, and then shall be
compactly filled with mortar consisting of one part Portland
cement and two parts sand (1: 2 ) of the same type and quality as
used in concrete. This shall be done on all surfaces even though
they will afterwards be coated and/or covered with backfill. The
mortar plaster shall be applied over a coating of epoxy bonding
compound. Formed surfaces, including plastered surfaces, shall
be finished in accordance with their location, as specified
below.
(a) Finish F1 - applies to formed surfaces which are more
than 1 foot below finished grade. These surfaces require no
treatment after form removal except for repair of defective con-
crete and filling of the rod holes and the specified curing.
Correction of surface irregularities and removal of fins will be
required.
(b) Finish F2 - applies to all interior formed surfaces of
buildings, tanks and channels, as well as all exterior surfaces
above finished grade and to at least one foot below grade, except
where otherwise specified. These surfaces shall be rubbed with
power tools until a smooth, homogeneous surface is obtained.
Hand rubbing will be permitted only when the final result is
equivalent to that attained by mechanical means. The surfaces,
shall be thoroughly wetted and kept in that condition until the
rubbing is completed. Corners, edges and rises shall be ground
smooth, and form offsets shall be leveled by power grinding. The
surfaces shall be rubbed until all hollows, lines, form marks and
surplus materials have been removed. Grout or mortar shall not
be used in the rubbing process except for filling defective
places as specified hereinbefore.
14.2 - Unformed Surfaces - Unformed surfaces shall be sloped
for drainage where shown or directed.
(a) Finish U1 (Screeded Finish) - applies to unformed sur-
faces that will be buried underground or covered by concrete or
grout. Finish U1 shall also be used as the first stage of Finish
U2. Finishing operations shall consist of sufficient leveling
and screeding to produce even,- uniform surfaces.
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li-(2�1 GROU
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
CONCRETE (CONT'D.)
(b) Finish U2 (Floated Finish, - applies to unformed sur-
faces not buried underground or covered by concrete or grout and
for which no higher class of finish is specified. As soon after
screeding and the condition of the concrete permits, and before
concrete has hardened appreciably, all water, film and foreign
material which may work to the surface shall be removed. Float-
ing may be performed by use of hand or power -driven equipment.
Floating shall be held to the minimum necessary•to produce a true
and uniform surface free from screed marks with no coarse
aggregate visible.
(c) Finish U3 (Trowel Finish) - applies to all floors
within buildings, all top surfaces of curbs in buildings, and all
exposed top surfaces of equipment foundation pads. Surfaces,
which are to receive a U3 finish, shall first be given a U2
finish. This shall be followed by hand troweling with steel
trowels to bring the surface to a uniform, smooth, hard, imper-
vious surface free from marks and blemishes. Troweling shall not
be started until all water has disappeared from the surface.
Over troweling shall be avoided. Dusting with dry cement or
other mixtures, or sprinkling with water, will not be permitted
during the finishing process.
(d) Finish U4 (Broom Finish) - applies to walkways of tanks
and exterior entrance slabs of buildings. Surfaces to receive a
U4 finish shall first be given a U2 finish. As soon as this is
completed, and before the concrete has hardened appreciably, it
shall be lightly broomed with a hard bristle push broom. Groom-
ing shall be a continuous operation with the broom passing over
the concrete perpendicular to the direction of travel in smooth,
straight lines. After brooming has been completed, an edging
tool shall be applied around the edge of the broomed surfaces.
(e) On the interior surfaces of manholes and chambers, all
fins and projections shall be ground smooth, but rubbing of
entire areas will not be required except where the surface is
required to be coated.
15.0 - TESTING
15.1 - General - The Engineer reserves the right to make any
tests he deems necessary or desirable on aggregates, cement,
water and concrete. The Contractor shall provide complete
cooperation -to facilitate the sampling and performance of these
tests.
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ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
CONCRETE (CONT'D.)
•
15.2 - Testing - Frequent tests by an independent testing
laboratory (as approved by the Engineer) to determine the quality
of concrete being produced. The tests will be conducted so as to
interfere as little as possible with progress of the work, and
the Contractor shall cooperate in every way and facilitate the
making of such tests, so that concrete of the desired quality
will be obtained. All costs of the concrete tests shall be borne
by the Contractor. One (1) concrete test cylinder shall be taken
for each truckload poured (one (1) per each 8 cubic yards), with
a minimum of three (3) test cylinders for a day's pour, or at the
discretion of the Engineer.
Contractor shall conduct concrete slump tests in accordance
with ASTM D-•143, latest revision. One (1) slump test for each
truckload poured •(one (1) per each 8 cubic yards) shall be con-
ducted at the discretion of the Engineer.
All cylinders shall be tested for compression strength by an
approved testing laboratory (one (1) cylinder to be tested after
7 days, and 'two (2) cylinders after 28 days).
Test cylinders shall be carefully handled and protected to
assure valid test results. Each cylinder shall be identified by
a tag, which may be obtained from the testing laboratory, and
each tag filled out with the appropriate information.
Test cylinders shall be made and stored in accordance with
ASTM Specification C-31, latest revision. The method of sampling
fresh concrete shall be in accordance with ASTM Specification
C-172, latest revision. Results of the tests shall be sent
directly to the Engineer by the testing laboratory. All testing
shall be paid for by this Contractor at no additional cost to the
Owner.
Contractor shall maintain and submit -in a format acceptable
to the Engineer, complete and accurate records pertaining to the
results of all concrete compression, slump and related tests.
If any tests conclude that the specified requirements have
not been met, concreting shall be stopped. Faulty concrete shall
be removed and replaced with suitable concrete as specified
herein, at the expense of the Contractor.
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i-i2A GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
CONCRETE (CONT'D.)
16.0 - CURING CONCRETE
Concrete shall be cured for a period of not less than 7
days, unless otherwise specified. Walls and slabs that will be
in contact with sewage or sludge and substructures shall be cured
by water curing or curing and sealant compound. All other
surfaces, unless otherwise specified, shall be cured either by
water, by curing and sealing compound or by waterproof paper
curing.
The Contractor shall have all equipment and materials needed
for adequate: curing and protection of the concrete on hand and
ready to install before actual concrete placement begins. The
curing medium and method, or combination of mediums and methods,
used shall be approved in writing.
16.1 - Water curing
(a) The concrete shall be kept wet by covering it with
water -saturated material or a system of sprays, or by any other
approved method that will keep all surfaces to be cured con-
tinuously (not periodically) wet.
(b) Vertical or steeply sloped surfaces shall be kept wet
prior to form removal by applying water on the unformed top sur-
faces and allowing water to pass down between the forms and the
formed concrete faces.
(c) Horizontal construction joints shall be covered with a
minimum of ;Z -inches of sand, which shall be kept continuously
saturated. These joints shall be cleaned and allowed to dry for
12 hours immediately prior to the placing of the following lift.
16.2 - Curing and Sealing Compound - All slabs shall be
cured by power spraying compound. The curing compound shall be
applied immediately after the final finishing operation in a
continuous operation. Traffic and other operations shall be such
as to avoid damage to the compound. Where it is impossible to
avoid traffic over surfaces coated with curing solution, the
membrane shall be protected by covering with a layer of water-
proof curing paper or polyethylene sheeting, which shall be
placed on the concrete with a 6 -inch lap on all edges, and sealed
with tape.
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ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
CONCRETE (CONT!D.)
17.0 - PROTECTION
Fresh concrete shall be protected_ from rains, flowing water
and mechanical injury.
The Contractor shall not permit walking upon or over the
concrete until it has set for a sufficient length of time. Pro-
jecting steel reinforcement or inserts shall likewise be pro-
tected from disturbance until the concrete -has hardened
sufficiently.
After the curing period, concrete in slabs, curbs and other
similar surfaces shall be covered with waterproof curing paper.
All seams of such paper shall be overlapped at least 6 -inches and
sealed with tape. Further protection, while erecting equipment,
shall be provided by means of planking of sufficient size, and by
such other protection as required. No fire or excessive heat
shall be permitted near or in direct contact with concrete at any
time. The :slab protection shall not be removed sooner than 28
days after concrete has been placed.
All concrete shall be protected at all times to prevent
damage, staining or any other marring of concrete surfaces.
Concrete steps shall be protected with lumber to prevent chipping
or crazing.
In the event of flooding, the Contractor shall take all
necessary measures to prevent water from rising against any
structure above any elevation at which flotation, structural or
other damage could occur. Should the Contractor be unable to
prevent water from rising against a structure above a safe
elevation, such structure shall be flooded by the Contractor as
approved by the Engineer, in order to prevent flotation,
structural or other damage to the structure. It shall be the
Contractor's responsibility to determine the elevation at which
flotation, structural or other damage could occur.
18.0 - REMOVAL OF FORMS
Forms shall not be removed until the concrete has hardened
sufficiently to safely support its own load plus any superimposed
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ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
CONCRETE (CONT'D.)
loads that might be placed thereon. Unless otherwise ordered,
forms shall be left in place the minimum number of days specified
as follows, from the date of placing concrete:
Mean Temperature (°F)
85-70 69-60 59-50 49-40
Walls and Beam Sides 2 3 4 7
Beam Soffits 5 6• 7 10
Slabs 6 7 8 11
For temperatures not listed, the Contractor shall not remove
forms until he receives permission from the Engineer to do so.
Immediately after forms are removed, the Contractor shall
place adequate reshores to prevent injury to the concrete by
construction loads.
Care shall be taken in removing forms, walers, shorings,
supports and form ties to avoid spalling or marring the concrete.
Form ties shall be broken back immediately after removing
forms. The holes left by such ties shall be immediately filled
with mortar consisting of one part Portland cement and two parts
sand (1:2), of the same type and quality as used in the concrete,
and the surface shall be finished with a steel trowel.
If, after removal of forms, if honeycombing, pockets and
open spaces exist, they shall be treated as specified in Section
14.0, FINISHING CONCRETE.
19.0 - CONSTRUCTION TOLERANCES
Variation in alignment, grade and dimensions of the struc-
tures from the established alignment, grade and dimensions shown
on the drawings shall be within the tolerances specified in the
following table:
1. Variation from the Plumb:
In the :Lines and surfaces of In 10 feet.. .......1/4 -inch
walls and in streets but not more than ..... 1 -inch
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ENGINEERS. ARCHITECTS, SCIENTISTS. PLANNERS and SURVEYORS
• CONCRETE (CONT'D.)
2. Variation of the linear building
lines from established position
in plan and related position of
walls and partitions ......................1 -inch
3. Variation in the sizes and loca-
tions of sleeves, floor openings
and wall openings ....................1/4 -inch
4. Variation in cross-sectional
dimensions of columns and beams
and in the thickness of slabs Minus 1/4 -inch
and walls Plus. ....... o ..... — 1/2 -inch
5. Footings:
(a) Variation of dimensions
in ;plan
(b) Misplacement of
eccentricity
6. Footings and base slab
reduction in thickness
7. Variation in Steps:
In a single step
In two consecutive steps
20.0 - DEFECTIVE CONCRETE
Minus...............1/4-inch
Plus..................2-inch
2% of the footing width
in the direction of mis-
placement, but not more
than 2 -inches
Minus.. ..... .....5%
of specified thickness
Riser...............1/8-inch
Tread...............1/4-inch
Riser..............1/16-inch
Tread...............1/8-inch
Concrete damaged by freezing or by alternate freezing and
thawing, or from any other cause, or any concrete work which
shall be found defective at any time before the final completion
of this contract including, but not limited to, cracking,
spalling, honeycombing, etc., shall be removed and rebuilt or
otherwise made good at the expense of the Contractor. The Engi-
neer shall be notified before such repairs are made and methods
shall be submitted for approval.
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ENGINEERS. ARCHITECTS, SCIENTISTS. PLANNERS and SURVEYORS
CONCRETE (CONT'D.)
If surfaces which are to be permanently exposed become
stained or discolored, they shall be cleaned by a method which
does not harm the concrete and which is approved by the Engineer.
Surfaces not: properly finished shall be ground to an acceptable
finish with a power grinder.
21.0 - PLACING BACKFILL AND FILL
Backfill and/or fill shall not be placed against concrete
walls for a minimum of seven (7) days after placing of concrete,
nor shall fill be placed on suspended slabs for a minimum of
twenty-eight. (28) days after placing of concrete. The Contractor
shall notify the Engineer of proposed schedule of backfill and/or
fill, which is subject to the approval of the Engineer.
22.0 - SEALER.AND DUSTPROOFER
A sealer and dustproofer, as specified in Section 2.12,
SEALER AND DUSTPROOFER, shall be applied to all slabs not
specified to be painted. The application of the sealer and
dustproofer shall be in strict accordance with the recommenda-
tions of the manufacturer. The application shall be made just
prior to the completion of construction.
23.0 - CONCRETE STAIRS
Concrete stairs shall be constructed in accordance with the
details shown or approved. Stairs shall be poured in smooth
forms for risers and all corners shall be well rounded.
Safety treads, as specified in STRUCTURAL STEEL AND
MISCELLANEOUS METALWORK shall be cast integrally with the steps.
Concrete treads shall be given a U2 floated finish and
protected as specified hereinbefore.
24.0 - ANCHORS AND ACCESSORIES
The Contractor shall furnish and place anchors for fastening
equipment and materials to masonry, as shown, noted or specified.
The Contractor shall coordinate between the mechanical, electri-
cal, HVAC and plumbing trades for all required anchors to be cast
in the concrete.
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ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
CONCRETE (CONT'D.)
Anchors and accessories which are required to be cast with
the concrete shall be accurately set and maintained in their
required positions. Anchor bolts shall be set.so as to provide
not less than 1-1/2 full threads above the nuts.
Where the location of anchors can be determined before con-
crete is placed, anchor bolts shall be placed in the concrete as
shown on the drawings, and drill anchors shall not be used.
Sleeves shall be filled temporarily with a plastic compound to
prevent filling with water and freezing. The permanent filling
shall be of non -shrink grout.
Where ;some adjustment of anchor bolt location is required,
malleable iron inserts shall be placed in the concrete. They
shall be designed for the use of tee -head or square -head bolts or
nuts, and shall not be threaded. They shall be ITT GRINNELL
CORP. CB -Universal Figure No. 282 Concrete Inserts; HOHMANN AND
BARNARD, INC. Universal No. HU -N; or equal.
Drill anchors as specified in STRUCTURAL STEEL AND MISCEL-
LANEOUS METALWORK shall be used only where the use of pour -in-
place anchor bolts or inserts is impractical.
Drill anchors shall not be located so close to the edges or
sides of concrete members as to cause spalling or other damage to
the concrete. Expansion anchors shall not be used in concrete.
25.0 - BUILT-IN WORK
In addition to the steel reinforcement, there shall be built
into, set in or attached to the concrete by the Contractor,
wherever shown or directed, pipe, sleeves, wall castings; frames,
manhole steps, eye bolts, electrical conduits and other objects
as shown, specified or ordered. These objects shall be
accurately set and properly secured, and all necessary precau-
tions shall be taken to prevent them from being displaced, broken
or deformed.
The Contractor shall place concrete only on one side of a
pipe, pipe sleeve or wall casting until it flushes under and
comes up on the other side to a level well above the bottom of
the pipe., sleeve or casting, after which it shall be placed on
both sides. Concrete shall be compacted thoroughly around and
against all built-in work so as to secure perfect adhesion.
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1112% GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
1.0 — SCOPE
The work includes all labor, materials, equipment and appli-
ances required to furnish and install all steel reinforcement in
accordance with contract documents and as directed by the
Engineer.
2.0 - MATERIALS
2.1 - All bar reinforcement shall conform to the require-
ments of ASTM Specification A615, latest revision, Grade 60. No
re -rolled or,high carbon steel bars shall be permitted in the
work.
All steel used for reinforcement purposes shall be of clean,
new stock, free from defects and bends not required by the
drawings.
2.2 - All welded wire fabric reinforcement shall meet the
requirements of ASTM Specification A185, latest revision, and
shall be supplied in flat sheets.
3.0 - STORAGE AND PROTECTION
All steel reinforcement delivered to the site shall. be
properly and securely bundled and without rust other than that
which may have accumulated in normal transit. It shall be stored
off the ground, and protected from the weather.
All steel reinforcement shall be kept free of oil, grease,
dirt or other objectionable adhering substances, and shall be
satisfactorily cleaned of scale and heavy or flaky rust before
being placed in the work.
If, after having been placed in the work, the concreting is
delayed or interrupted for any considerable number of days, the
steel reinforcement shall be protected from the weather. Any
steel reinforcement which shows scaly rust after being placed
shall be rendered wire brush clean immediately prior to the
placing of concrete.
Bundles of reinforcing bars shall be tagged showing quan-
tity, grade, size and suitable identification to allow checking,
sorting and placing. Welded wire fabric shall be tagged showing
quantity, style designation, width and length. -
SOHT 89-02
SR - 1 of 5
t12GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS, SCIENTISTS. PLANNERS and SURVEYORS
• STEEL REINFORCEMENT (CONT'D.)
Unless otherwise shown, steel reinforcement dowels intended
for bending with future extensions or steel reinforcement that is
to be left projecting for a considerable time, prior to being
encased in concrete, shall be protected against corrosion by
spray coating with a strippable plastic or by wrapping with a
rubber base tape so as to form a waterproof coating.
4.0 - BENDING
All steel reinforcement bars shall be bent cold to the
shapes as shown or ordered. Bars of a single length shall be
used in all cases, except where the length required is such that
they cannot be so obtained, or whipping limitations prevent their
being shipped, or where the Engineer grants permission to use
shorter lengths or allow lapping. Bars shall not be bent or
straightened in a manner that will injure the material.
Unless otherwise shown or specified, all bending shall be in
accordance with the recommended practices as set forth in ACI
Detailing Manual and/or CRSI Manual of Standard Practice.
5.0 - PLACING AND LAPPING
All steel reinforcement shall be carefully placed and
fastened in position so as to maintain the proper spacing between
adjacent bars and so as to prevent the bars from becoming dis-
placed during the placing of concrete. Reinforcement shall be
placed within the tolerances given in ACI 117. 11
Joints shall be wired with annealed iron wire of diameter
not less than No. 16 U.S. Standard Gauge or by using acceptable
clips. All reinforcement shall be firmly supported by the use of
metal bars, bolsters, chairs, spacers or hangers, or by the use
of precast concrete piers.
Reinforcing bar supports shall be furnished in accordance
with the latest specifications of the Concrete Reinforcing Steel
Institute (CRSI). The supports shall be sufficient in number and
strength to carry the steel reinforcement in all slabs. Concrete
block piers shall be used where concrete is placed on rock or
foundation material cushion covered with polyethylene film.
Concrete block piers shall be made
and of the same proportions of sand and
concrete in 'which they are to be used.
properly cured for at least seven.(7) days
SR - 2 of 5
from the same material
cement as that of the
They shall be cast and
before use.
•
C7
P HOLZMACHER, McLENDON a MURRELL, P.C.
f-12�►1 GROU
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
STEEL REINFORCEMENT (CONT'D.)
Nails shall not be driven into the outside forms to support
reinforcement nor shall any other device for this purpose come in
contact with the outside form except that wood strips may be
inserted between the reinforcement and the forms at intervals to
maintain the required clear distance between reinforcement and
the inside and outside surfaces of the concrete. The strips
shall be pulled up and removed from the wall as the level of the
concrete rises.
Where steel reinforcement crosses construction joints,
openings in the forms shall.be made tight.
All lapped bars shall be fastened together securely. Laps,
unless otherwise shown, shall not be less than 32 diameter.
Where lapped bars are of different diameter, the smaller diameter
shall be used to determine the lap.
At all wall intersections, steel reinforcement shall be made
continuous with adequate splices and/or hooks as shown or
ordered.
Wherever it is necessary to splice reinforcement otherwise
than as shown,, the character of the splice shall be decided by
the Engineer. Splicing shall not be made at points of maximum
stress nor shall adjacent bars be spliced at the same point.
Dowels shall never be placed during or after placing of
concrete, nor shall they be disturbed in any way to injure the
bond before the concrete is set.
Welding of reinforcement shall conform to AWS Specification
D12.1 latest revision or as approved.
Unless otherwise shown or specified, all placing and lapping
shall be in accordance with the recommended practice as set forth
in ACI Specification 315, latest revision, and ACI Specification
318, latest revision.
SR - 3 of 5
•
•
1-{1JN GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS, SCIENTISTS. PLANNERS and SURVEYORS
STEEL REINFORCEMENT (CONT'D.)
6.0 - CONCRETE COVER
Minimum concrete cover over the principal steel reinforce-
ment shall be provided not less than indicated in the -following
table, unless larger cover dimensions are shown, noted or spe-
cified elsewhere:
(a) Concrete placed against rock or
polyethylene covered foundation
material such as bottom slabs,
footings, walls without outside
forms, etc. 3 -inches
(b) Formed concrete that will be in
contact with earth or water, or
over water, or exposed to weather:
Walls, slabs, beams, joists
(1) #6 bars and larger 2 -inches
(2)' #5 bars and smaller 1 -1/2 -inches
(c) Concrete not exposed to earth,
water or weather:
,(1) Walls 1 -1/2 -inches
(2) Beam and girder stirrups 1 -1/2 -inches
(3) Column ties or spiral 1 -1/2 -inches
(4) Slabs 3/4 -inches
7.0 - DOWELS INTO EXISTING CONCRETE
Where dowels are to be anchored to existing concrete the
reinforcement bars shall be anchored by grouting the dowels in
place using an epoxy grout as specified in CONCRETE. Holes into
which to grout dowels shall be drilled 1/2 -inch larger than the
diameter of -the dowel and 24 bar diameter in depth as shown.
8.0 - TESTS.
Reinforcement bars shall be inspected and tested by the
manufacturer at the mill at which they are rolled.. All tests
shall be made on the full size, finished bars, and at least one
tensile and one bending test shall be made for each lot of 10
tons or less from each melt of steel from which reinforcement
steel is furnished for this work. Two (2) copies of certified
mill tests shall be furnished to the Engineer for each lot of 10
tons or less of steel furnished.
SR - 4 of 5
•
C�
GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS: PLANNERS and SURVEYORS
STEEL REINFORCEMENT (CONT'D.)
When so ordered, the Contractor shall furnish, at no cost to
the Owner, sample bars for testing by an approved independent
laboratory. The expense for testing shall be borne by the
Contractor.
9.0 - SHOP DRAWINGS
The Contractor shall submit sufficiently in advance of need,
detailed placing and bending drawings and bar schedules to show
number, size, length, bending and placing of the steel he pro-
poses to furnish, and no steel reinforcing bars shall be
delivered to the site of the work prior to the approval of the
bending and placing diagrams. Bending diagrams and reinforcing
details shall conform to ACI Specification 315, latest revision,
and ACI Specification 318, latest revision,. except as herein
modified. All working drawings shall be made to a minimum scale
of 1/4 -inch equals V-011. Shop drawings shall conform to the
requirements of subsections 21 and 22 of GENERAL CONDITIONS of
these specifications.
SR - 5 of 5
•
F2MGROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
PORTLAND CEMENT CONCRETE CURB
1.0 - SCO E
The �ork includes all labor, materials, equipment and appli-
ances necessary for sawcutting, the removal and disposal of
existing pavement, excavation, construction of Portland Cement
Concrete Curb, backfilling, compaction and temporary paving in
accordance with the specifications at the locations and to the
dimensions shown on the plans and as directed by and to the
approval of the Engineer.
2.0 - MATERI.ALS
2.1 - Cement - Cement shall be Portland Cement Concrete and
shall conform to ASTM Designation C-150-77, Type IA, Air
Entrained.
2.2 - Sand - Sand shall consist of clean, sound durable
grains free from dirt, dust, clay or harmful substances. Sand
shall be uniformly graded from 100 percent passing No. 4 sieve to
not more than 10 percent passing No. 100 sieve.
2.3 Aggregate - Stone or gravel aggregate shall be of hard
crystalline rock or gravel free from shale or decomposed pieces.
It shall be uncoated and clean. The gradation shall be uniform
and between -the limits of 1 -1/2 -inch and 1/4 -inch in size.
2.4 - Water - Water shall be clean and free from oil and
salt or injurious substances.
2.5 - Expansion Joint Material - Expansion joint filler
shall be pre -formed bituminous fiber.
2.6 - Reinforcing Bars - All reinforcing bars shall meet
physical properties and tests of ASTM Designation A6 -15-76A,
latest revision, for intermediate or hard grade. Minimum
requirements for deformed steel bars for concrete reinforcement
shall.be Grade 40.
3.0 - CONCRETE
The concrete shall consist of Portland Cement and fine and
coarse aggregates in the proportionate quantities necessary to
produce a concrete which will attain a minimum compressive
strength of 3,500 psi in 28 days. The total water content shall
K17:ilMIRIffli
PCCC - 1 of 4
•
•
P HOLZMACHER, McLENDON & MURRELL, P.C.
�-i2�N GROU
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
PORTLAND CEMENT CONCRETE CURB (CONT'D.)
not,excee( 5 gallons per sack of cement. The air content should
be 7-1/2 percent and the cement content shall be a minimum of 695
pounds per cubic yard.
4.0 - TESTING
The Contractor shall be responsible for concrete testing
which shall be in accordance with the section 'of these specifi-
cations entitled CONCRETE.
5.0 - REMOVAL AND REPLACEMENT OF EXISTING PAVEMENT
AND TEMPORARY PAVING
The Contractor shall neatly remove the existing pavement 12 -
inches in front of the face of the new concrete curb. Sawcutting
will be required and shall be neat, true to line and to the
Engineer's approval.
When the concrete curb has cured sufficiently or when
directed by the Engineer, the Contractor shall place temporary
pavement in those areas where the excavation for curb installa-
tion has disturbed a travelway.
6.0 - SUBGRADE
The subgrade shall be of granular material and shall be
excavated or graded to the proper elevation and thoroughly com-
pacted by rolling or tamping to a firm surface. Sod organic
matter and other unsuitable materials in the subgrade shall be
removed and replaced with suitable fill material. The subgrade
shall be wetted to a penetration of at least 1/2 -inch before
placing concrete thereon.
Excavation shall not proceed below the subgrade. If the
Contractor over -excavates the curb trench, it shall be backfilled
and compacted to 95 percent of maximum dry density as determined
by AASHTO Designation T-99. Compaction test will be required on
the compacted backfill.
7.0 - FORMS
7.1 - Alignment - All forms shall be set true to line and
grade and held rigidly in place by proper pin or stakes in such a
manner that the curb, when completed, will have the required
PCCC - 2 of 4
V2AGROUP HOLZMACHER, McLENDON & MURRELL. P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
PORTLAND CEMENT CONCRETE CURB (CONTID.)
thickness. No abrupt changes in alignment (either vertical or
horizontal) shall be allowed. Particular care shall be used
where vertical and/or horizontal curves are called for.
7.2 - Materials - All forms shall be constructed of steel or
wood. If wood forms are used, they shall be composed of first
quality timber. They shall be maintained in excellent condition
at all times. Any warped, bent or otherwise damaged pieces shall
be immediately discharged. All forms shall be kept thoroughly
cleaned and oiled before placing concrete against them.
8.0 - MIXING CONCRETE
Concrete shall be mixed in a batch mixer of standard type
with a drum speed of 200 to 225 peripheral feet per minute.
Mixing time shall be one minute for batches of one cubic yard or
under and shall be increased 15 seconds for each additional 1/2
yard or fraction.
Retempering concrete will not be allowed. Air -slaked or
lumpy cement shall not be used. The contents of the mixer shall
be -.completely discharged before each new batch is loaded.
Transit -mix concrete may be used, provided that it conforms
to the specifications herein described and further provided that
the central plant producing the concrete and equipment and the
transporting of it are, in the opinion of the Engineer, suitable
for the production and transportation of the specified concrete.
9.0 - PLACING OF CONCRETE
Concrete -shall not be placed until the subgrade is prepared
and forms are set. Concrete shall be deposited with minimum
rehandling and in one layer. Spading or vibrating shall be done
adjacent to forms and joints.
10.0 - EXPANSION JOINTS
Expansion joints of specified thickness shall be spaced 20
feet on center. Expansion joint material shall be cut to. the
exact cross-section of the curb, except that it shall be set back
1/4 -inch from the front and top faces. This material shall be
held in place by means of a bulkhead, such bulkhead being removed
immediately after the concrete is placed on both sides of the
joint.
PCCC - 3 of 4
•
•
■ ILJ� GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
PORTLAND CEMENT CONCRETE CURB (CONTID.)
11.0 - FINISHING
Before the forms are removed and while the concrete is still
workable, the out top face shall be compacted with a wood float
and finished with the required edging tools.
The forms shall be left in place until the concrete has set
sufficiently so the front form (pavement side) can be removed
without injury to the surface finish. Immediately upon removal
of the front: form, the surface shall be wood floated and brushed.
All "fins" and projections shall be removed. Plastering shall
not be allowed.
12.0 - CURING
Immediately after all the surface water has evaporated and
the concrete has set sufficiently so as not to be marred by the
operations, the surface shall be covered with a layer of water-
proof paper and sufficient sand placed along the edges thereof to
hold the paper in intimate contact with the surface of the curb..
Any joints in the paper shall lap at least 8 -inches, and shall be
held in place by sand placed thereon. Any paper which has become
ripped or torn, or in any other way rendered unfit for use, shall
be discarded and replaced by new paper. The concrete shall be
kept moist for at least 60 hours.'
13.0 - FILL BEHIND CURB
The Contractor shall furnish and place fill behind the new
curb to provide a smooth transition to the new curb as directed
by the Engineer. The material used for fill behind the curbs
shall be excess trench excavation and/or topsoil. No separate
payment will be made for fill behind the curb.
14.0 - BASIS OF PAYMENT
No separate payment shall be made for concrete curb
restoration. The cost of curb construction shall be included in
the base price bid.
PCCC - 4 of 4
•
1-42Jti GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS, SCIENTISTS. PLANNERS and SURVEYORS
STRUCTURAL STEEL & MISCELLANEOUS METALWORK `
1.0 - SCOPE
The work includes all labor, materials, equipment and appli-
ances required to furnish and install all structural steel and
miscellaneous metalwork in accordance with contract documents and
as ordered by the Engineer.
2.0 - MATERIALS
Except where specifically indicated or specified otherwise,
materials for structural steel and miscellaneous metalwork shall
conform to the latest revision of the following schedules:
METAL
STANDARD
CLASS OR ALLOY
--
Carbon Steel Shapes
ASTM A36
--
Carbon Steel Plates
ASTM A283
i__
Steel Joists
ASTM A242 or A441
--
'Carbon Steel Pipe
ASTM A139
Grade B
Stainless Steel
ASTM A167
304
Aluminum Castings
AA
F214
Aluminum Shapes
ASTM B308
6061-T6
Aluminum Plates
ASTM B209
6061-T6
Aluminum Extrusions
ASTM B221
6063-T5
Cast Iron
ASTM A48
30
Ductile Iron
ASTM A536
60-45-10
Carbon Steel Nuts &
A153
--
Bolts
ASTM A307
--
High Strength Steel
Nuts & Bolts
ASTM
A325
--
Stainless Steel Bolts
ASTM
A167
304
Stainless Steel Nuts
ASTM
A167
316
Stainless Steel Screws
ASTM
A167
305
Aluminum Nuts & Bolts
ASTM
B221
2024-T4*
Bronze Nuts & Bolts
ASTM
B98
655
Galvanizing ;Steel Shapes
& Plates
ASTM
A123
--
Galvanizing Steel Nuts
& Bolts
ASTM
A153
--
* Shall have an AA-M10C23A31 anodized finish treatment. An
acceptable finish is ALCOA Alumilite Clear 204; KAISER ALUMINUM
"Alodine"; or equal.
;OHT 99-n9
SS&MM - 1 of 14
Ut2AGROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS, SCIENTISTS. PLANNERS and SURVEYORS
STRUCTURAL STEEL & MISCELLANEOUS METALWORK (CONT'D.)
Where sizes of metal elements are not shown or specified,
the minimum thickness shall be 5/16 -inch for steel, 1/4 -inch .for
aluminum and 1/2 -inch for cast iron and ductile iron.
Welding electrodes for manually shielded metal arc welding
shall conform to the requirements of the Specifications for Mild
Steel Covered Arc Welding Electrodes, AWS 5.1: Classification
Nos. E6011, E6012, E6013 and E6020.
Certified test reports shall be submitted to the Engineer
for structural steel to indicate conformity with the specifi-
cations. Manufacturer's certification for bolts and nuts and
filler metal for welding shall be submitted to the Engineer to
show compliance with the specifications.
All iron castings shall be smooth and free from blow holes
and other defects, and shall conform to the dimensions shown.
All castings shall be true and, where required, shall fit prop-
erly together. The contact surfaces of the frames and covers for
manholes and floor openings shall be chipped and machined, if
necessary, in order to give an even bearing for the cover on the
frame, and to provide a tight fit. Where required, the surfaces
of plates and covers shall be cast with suitable checkering or
other raised pattern and lettering.
All other metal materials shall conform to the requirements
of other sections of the GENERAL SPECIFICATIONS or of the con-
tract item specifications, as such apply.
3.0 - STANDARDS
Design, fabrication and erection of metalwork shall .be in
accordance with the following standards applicable to the
character of the work performed.
Structural Steel - AISC Specification for Design, Fabri-
cation and Erection of Structural Steel for Buildings and
Code of Standard Practice for Steel Buildings and Bridges.
Steel Joists - Steel Joist Institute Standard Specifications
for Open Web Steel Joists.
Structural Aluminum - AA Specifications for Aluminum
Structures.
Welding - AWS Code and AISC Specifications.
SS&MM - 2 of 14
01�GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
STRUCTURAL STEEL & MISCELLANEOUS METALWORK (CONT'D.)
•
4.0 - CONNECTIONS
4.1 - General - Except as otherwise shown and specified,
fasteners shall be made of the metals listed in the following
table, at the intersection of the column and line headed by the
respective metals to be joined: j
METALS
JOINED
Aluminum
Carbon
Steel
Cast Iron
or
Ductile
Iron
CAST IRON
STAINLESS OR CARBON
STEEL DUCTILE IRON STEEL ALUMINUM
Stainless
Steel
Stainless
Steel
Stainless
Steel
Stainless Stainless
Steel Steel
Stainless Stainless Aluminum
Steel Steel --------
Stainless
Steel
Stainless
Steel
Bronze
Galvanized
Carbon
Steel.
Stainless
Steel
Stainless
Steel
Stainless
Steel
Bronze
Galvanized
Carbon
Steel
Stainless
Steel
Bronze
Galvanized
Carbon
Steel
Stainless
Steel
Bronze
Carbon
Steel
Stainless
Steel
Stainless Stainless
Steel Steel
Bolts shall have a minimum diameter of 5/8 -inch, except
where otherwise noted or specified.
Carbon steel and galvanized carbon steel bolts shall be
dipped in paint to cover entire bolt prior to assembly of parts.
Prior to dipping in paint, galvanized carbon steel bolts shall be
pretreated in, conformance with requirements of SSPC PT -2 or SSPC
PT -3.
SS&MM - 3 of 14
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•
GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
STRUCTURAL STEEL & MISCELLANEOUS METALWORK (CONT'D.)
All bolts and nuts shall conform to the United States
Standard sizes, and shall be clean cut and have well -fitting
threads.
Anchor bolts for bolting steel, cast steel or cast iron to
concrete shall be made of steel conforming to.ASTM Specification
A307 latest revision.' Anchor bolts for bolting aluminum and
other non-ferrous metals to concrete shall be made of Type 304
stainless steel conforming to ASTM Specification A167 latest
revision. Other anchor bolt requirements are specified in sec-
tion 24.0 of the CONCRETE specification.
Drill anchors shall be PHILLIPS DRILL CO., INC., Red Head
Self -Drilling Anchors; THE RAWLPLUG CO. Saber -Tooth Self -Drilling
Anchors; or equal. Expansion anchors shall be THE RAWLPLUG CO.,
INC., Multi --Calk Threaded Style; DIAMOND EXPANSION BOLT CO., a
Division of GENERAL CABLE CORP., Keystone Double Expansion
Shield; or equal. The number of units used per expansion anchor
shall be adequate to develop the ultimate tensile strength of the
bolt. Drill anchors shall be used for fastening materials and
equipment to concrete. Expansion anchors shall be used for
fastening materials and equipment to masonry. Where hollow block
masonry makes the use of expansion anchors unsuitable, toggle
bolts or other suitable fastening devices, as approved, shall be
provided.
4.2 - Structural.Steel Connections - Bolting
(a) All shop and field connections shall be either bolted
with high strength steel bolts or welded, unless otherwise shown,
noted, directed, specified or approved.
(b) Where structural joints are made using high strength.
bolts, hardened washers and nuts tightened to a high tension; the
materials, methods of installation and tension control, type of
wrenches to be used, and inspection methods shall conform to
specifications for Structural Joints ASTM Specification A325 or
Bolts ASTM Specification A490 latest revision. The surfaces of
the bolted parts in contact with the bolt head and nut shall be
parallel. Shear resisting joints shall be of the friction -type.
When assembled, all joint surfaces, including those adjacent to
the washer, shall be free of paint, oil, lacquer, dirt, loose
scale, galvanizing, burrs or other defects that would prevent
solid seating of the parts. The high strength bolts used shall
have a suitable identifying mark placed on top of the head before
leaving the factory. Tightening of nuts shall be done with
SS&MM - 4 of 14
•
FidM GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
STRUCTURAL STEEL & MISCELLANEOUS METALWORK (CONT'D.)
properly calibrated wrenches or by the turn -of -nut method. The
minimum bolt tension for the size of bolt used shall be in
accordance with the table listed in the above referenced stan-
dards. When calibrated wrenches are used, each wrench shall be
checked for accuracy at least once daily for actual conditions of
application. Bolts that have been completely tightened shall be
marked with an identifying symbol. The Contractor shall provide
two (2) calibrated torque wrenches for the use of the Engineer in
inspecting bolts installed in the structure.
(c) Holes for high strength steel bolts shall be drilled or
sub -punched and reamed not more than 1/16 -inch larger than the
diameter of the bolts to be used.
(d) Drift pins shall be used only for bringing members into
position and not to enlarge or distort holes.. Burning of holes
to admit bolts will not be permitted.
(e) All rolled beams and girders shall be connected by
means of standard beam connections of series as noted or as
approved, and as detailed in the latest edition of the Steel
Construction Manual of the AISC.
5.0 - WELDING OF STRUCTURAL STEEL
Electric arc welding may be -used where welding is called for
in the drawings or as approved.
Where structural joints are made by welding, the details of
all joints, -the technique of welding employed, the appearance and
quality of welds made, and the methods used in correcting defec-
tive work shall conform to requirements of AISC Specifications
for the Design, Fabrication and Erection of Structural Steel for
Buildings and AWS Code for Arc and Gas Welding in Building Con-
struction. In addition, welds shall be made only by operators
who have been previously qualified by tests as described in AWS
Standard Qualification Procedure to perform the type of work
required.
Welding equipment shall be of a type which will produce
proper current so that the operator may produce satisfactory
welds. The welding machines shall be of 200-400 amp, 25-40 volt
capacity. Electrodes shall be suitable for positions and other
conditions of intended use in accordance with the instructions
with each container. Field welding shall be done by direct
current.
SS&MM - 5 of 14
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•
1i1M GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
STRUCTURAL STEEL & MISCELLANEOUS METALWORK (CONT'D.)
Surfaces to be welded shall be free of loose scale, rust,
grease, paint and other foreign material except that mill scale
that withstands vigorous wire brushing may remain. A light film
of linseed oil likewise may be disregarded. Joint surfaces shall
be free from fins and tears. No welding shall be done when the
temperature of the base metal is lower than 0°F. At temperatures
between 32°F and 0°F the surfaces of all areas within 3 -inches of
a point where a weld is started shall be heated to 180°F or
higher before welding is started. Finished member's shall be true
to line and free from twists, bends and open joints.
6.0 - STRUCTURAL STEEL.FABRICATION
Unless otherwise shown, noted or specified, the fabrication
of structural steel shall be in accordance with AISC Specifica-
tions for the Design, Fabrication and Erection of Structural
Steel for Buildings. Steel shall be punched and drilled for
attachment of wood nails and other materials indicated or speci-
fied to be attached to the steel.
Bearing surfaces, except the bottom surface of plates on
grout beds, shall be planed to true beds. Abutting surfaces
shall be closely fitted.
7.0 - STORING OF STRUCTURAL STEEL
All structural steel shall
timbers and blocking so placed
the ground, and all surfaces
accumulation of water.
be stored properly on substantial
that the steel shall be free from
shall be drained to prevent any
8.0 - ERECTION OF STRUCTURAL STEEL
Except as otherwise indicated on the drawings or specified,
the erection of structural steel shall be in accordance with the
latest edition of AISC Specifications for the Design, Fabrication
and Erection of Structural Steel for Buildings; Code of Standard
Practice for Steel Buildings and Bridges; and the Steel Joist
Institute, Standard Specifications for Open Web Steel Joists; and
with modifications and other specific requirements described
herein.
SS&MM - 6 of 14
•
•
112"GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
STRUCTURAL STEEL & MISCELLANEOUS METALWORK (CONT'D.)
Templates shall be furnished for setting the anchor bolts.
Before erecting any st el, the Contractor shall verify the
location and elevation of al anchor bolts to determine that the
foundations are at the prope elevation and suitably leveled off
ready to receive baseplates. The Contractor shall immediately
correct any inaccuracies which come to his attention and which
might affect steel erection.
The number of bolts used for erection purposes shall not be
less than 10 percent of the number of high strength steel bolts
to be used.
All structural steel shall be accurately erected to lines
and grades ;shown. All steel shall be level and plumb within a
tolerance of 1:500 before permanent connections are made.
The Contractor shall provide -all necessary temporary bracing
required for steel erection. Sufficient temporary bolts shall be
used to insure_ safety of the structure until final completion.
All necessary cribbing on concrete work shall be provided to
properly distribute work loads of erection equipment so as not to
cause damage to any completed concrete structure.
9.0 - FABRICATION OF MISCELLANEOUS STEEL METALWORK
Fabrication of all miscellaneous metalwork shall conform to
the requirements of these specifications.
10.0 - ALUMINUM FABRICATION
Whenever aluminum members are not specifically sized or
detailed, the design shall be based on the Aluminum Association
(AA) Specifications for Aluminum Structures.
All, fabrication of aluminum members shall be done as called
for in the above AA Specification.
Where welding of aluminum is required or allowed, all prepa-
ration for aLnd welding of parts shall be done according to the
requirements of the AWS Welding Handbook adopted by the AA.
Parts shall be welded with an arc or resistance welding process.
No welding process that requires the use of a welding flux shall
SS&MM - 7 of 14
P HOLZMACHER, McLENDON & MURRELL, P.C.
IF�2�N GROU
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
STRUCTURAL STEEL & MISCELLANEOUS METALWORK (CONTID.)
be used. The filler metal shall be aluminum alloy designated for
use in the AWS Welding Handbook. Welds shall be free of poros-
ity, cracks or blow holes, and shall be finished to match adja-
cent surfaces.
Whenever welding is specified .or allowed, the strength of
the member is reduced locally by heat, and the , members shall be
designed accordingly and in alignment with the above AA Specifi-
cation.
Unless otherwise specified, all aluminum work shall be given
an anodized finish treatment equal to AA-M10C23A41. An accepta-
ble finish is ALCOA or KAISER ALUMINUM Alumilite 215R1.
Aluminum members such as lintels that abut doors and louvers
shall be color anodized to match same.
Bolting of aluminum work shall be with stainless steel
unless otherwise specified or shown.
11.0 - METALLIC COATINGS
Galvanizing, where specified, shall be done by the hot -dip
process in accordance with ASTM Specifications A123 or A153,
latest revision. Nuts and bolts may be sherardized in lieu of
galvanizing. All metal to be galvanized shall be thoroughly
cleaned by immersion in pickling liquors prior to dipping in the
hot zinc bath. All galvanized articles shall be handled, shipped
and erected in such a manner as to preclude any damage to zinc
coating. Galvanized materials shall be painted in accordance
with the requirements of SURFACE FINISH PAINTING.
Cadmium plating will not be permitted as a substitute for
galvanizing, nor as a decorative finish.
12.0 - PAINTING
Insofar as they apply, all of the requirements of the
specifications for painting under SURFACE FINISH - PAINTING are
hereby made a part of these specifications.
The standard shop paint for steel joist shall conform to
Steel Structures Painting Council Specification 15-67T, Type 2
(black asphalt).
SS&MM - 8 of 14
J��I ROUP HOLZMACHER, McLENDON & MURRELL, P.C.
I�
I■ 2A ENGINEERS. ARCHITECTS, SCIENTISTS. PLANNERS and SURVEYORS
STRUCTURAL STEEL & MISCELLANEOUS METALWORK (CONT'D.)
Steel that is to be .encased in concrete shall not be
painted, but all other steel shall be cleaned in accordance with
the requirements of SURFACE FINISH PAINTING and given one (1)
heavy coat of primer as specified thereunder. Surfaces that are
to be field welded or bolted shall not be shop painted.
After erection, all exposed steel which will become inacces-
sible after masonry is erected, shall be given a second coat of
red lead primer and two (2) coats of aluminum paint.
After erection, all field bolt heads and nuts, and field
welds shall be field primed with same primer that was applied in
the shop.
Shop primer shall be applied to a minimum dry film thickness
as specified under SURFACE FINISH - PAINTING.
Those portions of aluminum coming in contact with concrete
or masonry shall, prior to their erection, be painted with one
(1) 20-24 mil thick coat of coal tar pitch paint equal to PORTER
COATING DIVISION of PORTER PAINT CO., Tarmastic 103; KOPPERS CO.,
INC., Bitumastic No. 50; or equal. Where aluminum materials come
in contact with other metals, the surfaces of contact shall be
thoroughly insulated with the same approved bituminous material.
13.0 - GRATING
13.1 - Materials - Grating shall be of non-skid type,
extruded from 6063-T6 aluminum alloy, and shall be BORDEN METAL
PRODUCTS CO., Aluminum Plank; WASHINGTON ALUMINUM CO., Type B
Heavy Duty Grating; or equal. Individual extruded panels shall
be fastened together into the fabricated panels by welding.
13.2 - Fabrication
(a) Where required for passage of pipe, valve stems or
other devices, openings shall be left in the gratings. All
openings for pipes, valve stems or other devices which require
the cutting of more than three main bars or members shall be
finished with banding strips. The ends of all gratings shall
also be provided with banding strips. The banding strips shall
be of the same depth as the grating and not less than 1/8 -inch
thick. The banding strips shall be welded to the main bars and
neatly finished at the intersections with the bars. All grating
sections shall be easily removable.
SS&MM - 9 of 14
GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
STRUCTURAL STEEL & MISCELLANEOUS METALWORK (CONT'D.)
(b) Grating tolerances and clearance requirements shall
conform to the applicable standards of the Metal Grating
Institute.
(c) Gratings shall be sized that a live load of 300 psf
will not produce a fibre stress exceeding the maximum allowable
with a safety factor of three. No grating shall be less than
1 -inch in depth. The longest dimension of individual grating
sections shall not be greater than 6'-0" and they shall weigh not
more than 150 pounds.
13.3 - Grating Supports
(a) Where gratings are to be erected with the bearing upon
concrete slabs, beams or floors, an anchored aluminum angle bear-
ing support, as detailed on the drawings, shall be placed in the
concrete to receive the gratings. If bearing supports are not
detailed on the drawings, extruded aluminum frames equal to Type
GF aluminum grating frames as manufactured by ARCHITECTURAL ART
MFG., INC.; flush grating frames as manufactured by CONSTRUCTION
SPECIALTIES, INC.; or equal, shall be provided. Unless otherwise
approved, these bearing supports shall be constructed so as to
make a continuous frame, having all corners mitered and welded or
spliced, and having sufficient anchors attached for proper
anchoring of the frame into the concrete. The anchors shall be
spaced not :Less than 15 -inches on center. The frames shall be
fabricated of 6061-T6 or 6063-T6 aluminum alloy.
(b) Where gratings are to be supported on structural steel
or aluminum members other than the containing frames in the pre-
ceding paragraph, the aluminum containing frames will not be
required. -
(c) Where joints occur normal to the direction of span,
they shall enter on the structural supports, with a 'clearance of
1/16 -inch between joints.
(d) Where pipe openings cause the cutting of more than
three main bars, a galvanized steel angle support shall be
clamped on the pipe.
13.4 - Erection - All gratings shall be properly erected in
place, at the locations shown. Gratings shall be anchored to all
structural supports, containing frames using four (4) approved
bolted anchors per section. After erection, all grating sections
SS&MM - 10 of 14
I112A GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
STRUCTURAL STEEL & MISCELLANEOUS METALWORK (CONT'D.)
shall be absolutely flat and true so as to provide an even, uni-
form, non -rattling .and non -rocking bearing on the supports.
Large heavy duty hinges for hinged sections of grating shall be
provided where indicated.
14.0 - HANDRAILS
14.1 - General - The Contractor shall furnish all the
materials for and shall erect all handrails shown. Handrails
shall be fabricated of aluminum.
14.2 - Material - Handrails and accessories shall be of the
following aluminum alloys:
DESCRIPTION ALLOY DESIGNATION
Pipe for Railings 6063-T832
Cast Alloy Fittings 356-T6 and B214
Wrought Alloy Fittings 6061-T6
Kick Plates 6061-T6
(a) Aluminum alloys specified herein shall conform to the
designated alloys of the Aluminum Association (AA) and shall be
given an AA-C22A41 finish.
(b) Screws, nuts and bolts shall be of stainless steel.
14.3 - Construction
�a) Rails and stanchions shall be 1 -1/2 -inches diameter
stand rd pipe having a wall thickness of 0.145 -inch and weighing
0.94 pounds per foot. The rails shall be.spaced from the floor
as shown.
(b) The stanchions and rails shall be assembled with flush
type fittings and fastened by welding. Flush type fittings shall
be JULIUS BLAUM & CO., INC., Connectorail System; J.G. BRAUN Co.,
11000 Series Pipe Rail fittings; or equal. Welded joints shall
be made by inert gas arc welding. Welding rod shall be aluminum
alloy 5356. All welded joints shall be cleaned. of flux and the
weld head shall be ground, rubbed and finished so as to produce a
neat workmanlike finish equal to adjacent surfaces.
SS&MM - 11. of 14
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GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
STRUCTURAL STEEL &MISCELLANEOUS METALWORK (CONT'D.)
(c) Spacing of stanchions shall be as indicated, but in all
cases shall be uniform and shall not exceed 7 feet center -to -
center. Shorter spacing shall be used where required to maintain
the maximum spacing. Stanchions will be required on each side of
an expansion joint in the structure.
(d) All railings shall be erected to line and plumb and
fastened in a neat, substantial, workmanlike manner, equal to the
best practice. Railing shall conform to the standards of the
National Association of Architectural Metal Manufacturers except
as may be otherwise specified herein.
(e) Where handrails are set into new concrete, the stan-
chions shall be set into 2 -1/2 -inch aluminum sleeves and firmly
caulked with A -H PRODUCTS, a Division of ANTI -HYDRO WATERPROOFING
CO., A -H Poly -Seal BF -gray polysulfide compound; SONNEBORN
Division of CONTECH, INC., Sonolastic Polysulfide Sealant, gray
in color; or equal. Floor cover flanges shall be placed on the
stanchions and fastened in-place with set screws on the side of
the stanchions away from the walkway. Stanchions shall be placed
so that the centerline is 3 -inches from the edge of the concrete.
(f) Where handrails are set into existing concrete, floor
cover flanges shall be placed on the stanchions and drill
anchored into existing concrete with stainless steel bolts.
(g) Where handrails are supported from structural members,
it shall be done by the use of approved sockets, flanges, brac-
kets or other approved means which will provide neat and sub-
stantial support for the pipe railing.
. (h) Where handrails are to be fastened to walls, the rails
shall be provided with screwed wall flanges fastened to the walls
with three (3) 3/8 -inch stainless steel flat head machine screws,
anchored in accordance with Section 4.0, CONNECTIONS.
(i) Where handrails are supported with wall brackets, the
wall brackets shall be JULIUS BLAUM & CO., INC., Cat. No. 316;
J.G. BRAUN CO., Cat. No. 4401; or equal. The end of handrails
supported by wall brackets shall be finished with terminal caps
and shall be JULIUS BLAUM & CO., INC., Cat. No. 716, J.G. BRAUN
CO., Cat. No. 11062; or equal.
SS&MM - 12 of 14
11-12A GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
STRUCTURAL STEEL & MISCELLANEOUS METALWORK (CONT'D.)
•
15.0 - SAFETY TREADS
On all concrete stairs abrasive metal safety treads, con-
forming to the details shown, shall be cast integrally with the
steps. Safety treads shall have hatched surfaces and cast -on
anchors, and shall be AMERICAN ABRASIVE METALS CO., Alumalun
Style A treads, A. NITT & SON, 2004 Abrasive Safety Treads; or
equal.
16.0 - THRESHOLDS
Unless otherwise specified or noted, the Contractor shall
furnish and install thresholds for doors equal to AMERICAN
ABRASIVE METALS CO., Alumalun Style T, recessed, abrasive alumi-
num threshold; A. NITT & SONS,'2009 Abrasive Door Threshold; or
equal. They shall be set in grout and anchored with flat head
stainless steel anchors.
17.0 - WORKI:NG DRAWINGS
The Contractor shall submit for the approval of the Engineer
detailed working drawings of all structural steel and miscel-
laneous metalwork, based upon the contract drawings. These work
ing drawings shall give all the necessary information for
fabrication, erection and painting, and except as otherwise
provided herein, structural steel drawings shall be based on AISC
Specifications for the Design, Fabrication and Erection of
Structural Steel for Buildings.
Working drawings shall include information necessary for the
fabrication of the component parts of the structure. They shall
indicate size and weight of members, type and location of shop
and field connections, the type, size and extent of all welds,
and the welding sequence when required. The welding symbols used
on the working drawings shall be as adopted by the AWS.
No steel shall be fabricated until the Engineer's approval
has been received. Hung lintels and similar details shall
include all punching, drilling, tapping and supports required to
assure proper support and anchorage for all masonry work to be
placed.
Structural steel connections and details shall not interfere
with architectural and mechanical clearances.
SS&MM - 13 of 14
P HOLZMACHER, McLENDON & MURRELL, P.C.
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ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
SS&MM - 14 of 14
•
P HOLZMACHER, McLENDON & MURRELL, P.C.
IH?�N GROU
ENGINEERS. ARCHITECTS, SCIENTISTS. PLANNERS and SURVEYORS
SURFACE FINISH - PAINTING
1.0 - SCOPE
The work includes all labor, materials, equipment and appli-
ances required for painting, as shown on the drawings, detailed
in the specifications or as directed by the Engineer.
2.0 - MATERIALS
2..1 - General
All materials specified herein shall be manufactured by the
TNEMEC COMPANY, INC., North Kansas City, MO; MOBIL CHEMICAL,
Edison, NJ; or approved equal. No request for substitution shall
be considered that would decrease film thickness and/or number of
coats or offer a change in the general type of coating specified
in the Painting Schedule. If the manufacturer's literature of
the product being offered calls for higher film thickness, the
Contractor must apply the greater film thickness.
2.2 - Colors
All colors shall be selected as directed by the Engineer.
Samples shall be mixed for and approved by the Engineer before
any painting is started.
2.3 - Delivery - Storage
(a) All material shall be delivered to the site in the
original containers, with labels intact and seals unbroken.
(b) With the exception of ready mixed material, all mixing
shall be done at the job site.
(c) Coatings, thinners and solvents shall be stored in
weather -tight enclosures at the site in an approved location and
manner.
3.0 - WORKMANSHIP
3.1 - Inspection of Surfaces
Before :starting painting, the Contractor shall inspect all
surfaces to be painted and report all defects therein to the
Engineer in writing. Commencement of work by this Contractor
indicates his acceptance of the surfaces.
SOHT 89-02 SF -P - 1 of 6
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•
H2Al GROUP HOLZMACHER, McLENDON a MURRELL, P.C.
ENGINEERS: ARCHITECTS, SCIENTISTS. PLANNERS and SURVEYORS
SURFACE FINISH - PAINTING (CONT'D.)
3.2 - Preparation of Surfaces
All spaces shall be broom cleaned before painting is started
and all surfaces to be painted shall be dry.
All ferrous metal surfaces, including pipe, pipe supports,
equipment and structural steel shall be properly cleaned and
prepared for painting.
Cleaning methods specified for surface preparation shall
remove all dirt, scale, loose rust, loose mill scale, welding
flux and scale, oil, grease, and all other detrimental foreign
matter which may impair the adhesion of the paint to be applied.
Weld projections or irregular portions of welds, which will
interfere with the proper coating shall be ground smooth, as
approved.
Surface shall receive surface preparation prior to coatings
according to the requirements of the SSPC Specification as here-
inafter specified.
Removal of grease, oil, wax, tar, and other organic contam-
inants shall be by solvent cleaning conforming to the require-
ments of SSPC-SP Specification No. 1.
Ferrous metal surfaces shall be shop primed in accordance
with the applicable coating system specified, even when such
prime cost is not specifically included in 'the coating system.
The shop coat shall be construed as meaning the primer, or if no
primer is called for, the first coat of the finish paint.
Primed ferrous metal surfaces damaged by handling, field
assembly, or welding shall be reprimed in conformance with the
painting system specified for the surface after blast cleaning or
wire brushing the damaged area, as approved.
3.3 - Painting
All work shall be done by skilled mechanics in a workmanlike
manner. All material shall be evenly applied so as to be free
from sags, runs, crawls or other defects. All coats shall be of
proper consistency and well brushed out, so as to show the mini-
mum of brush marks, except varnish and enamel which shall be
uniformly flowed on. All brushes shall be clean and in good
condition.
SF -P - 2 of 6'
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P HOLZMACHER, McLENDON & MURRELL, P.C.
114A GROU
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
SURFACE FINISH - PAINTING (CONT'D.)
All coats shall be thoroughly dry before the succeeding coat
is applied. Allow at least 24 hours between coats, unless
special paint is used that requires more or less time for drying,
according to manufacturer's specifications.
All metal surfaces shall be solvent cleaned to remove grease
and oil. Where rust or scale is present, it shall be removed
prior to painting. Wire brush or sand to bright metal. All
damage to shop prime coat caused by cleaning, repairing and
erection to be spot primed with the same material used for the
shop coat.
All galvanized metal surfaces to be chemically treated with
a phosphate acid solution prior to priming, according to manu-
facturer's directions.
Temperature of spaces in building where painting is being
done or where it is drying shall be maintained above 50°F.
All exposed exterior woodwork and exposed interior woodwork
in contact with exterior masonry walls or with floor slabs shall
be back primed before being installed. Prime all cuts made after
prime coat is applied.
The paint application requirements of SSPC-PA Specification
No. 1, shall govern on procedures and requirements not specifi-
cally covered by manufacturer's instructions and shall constitute
the minimum standards for painting of ferrous metal surfaces.
All paints and coating shall be applied by expert workmen with
the coating systems specified herein.
Paint shall be applied by brushing or spraying or a combi-
nation of these methods, unless otherwise specified.
Each coat of paint shall be applied as a continuous film of
uniform thickness, free of pores, to the maximum extent practi-
cable. Any thin spots or areas missed in the application shall
be repainted and permitted to dry before the next coat is
applied.
If the paint material has thickened and must be diluted for
application by spray gun, the coating shall be built up to the
same film thickness achieved with undiluted material (i.e., one
gallon of paint as originally furnished must not cover a greater
surface area when sprayed than then applied unthinned by brush).
SF -P - 3 of 6
i-l2M GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS, SCIENTISTS. PLANNERS and SURVEYORS
SURFACE FINISH - PAINTING (CONT'D.)
•
Where thinning is necessary, only the products of the manufac-
turer furnishing the paint, and for the particular purpose, shall
be used, and such thinning shall be done with the manufacturer's
knowledge, in accordance with his instructions.
All surfaces to be coated shall be finish coated in the
field, except as otherwise specified. The color of the final
coats shall be as selected by the Engineer. No finish coating
shall be applied until all marred surfaces have been repaired or
repainted.
Prime and successive finish coats shall be cleaned, sand-
papered, or otherwise treated, before the next coat is applied,
in accordance with the recommendations of the coating manufac-
turer, and as approved by the Engineer. All coats shall be
inspected and approved by the Engineer before application of any
succeeding coats. All coats shall be applied to the dry film
thickness (d.ft) specified.
3.4 - Cleaning Ug
This Contractor shall, upon completion, remove all paint
where it has been spilled, splashed or splattered on surfaces,
including fixtures, glass, fittings, etc.
3_.5 - Painting Schedule
(a) Mechanical Equipment and Ferrous Metals.
All mechanical equipment and all miscellaneous ferrous
metals shall be prepared and coated as follows, unless the finish
coat is specified otherwise in the respective equipment section
of the specifications.
Surface Preparation: SSPC-SP 6, Commercial Blast
Cleaned
MOBIL Primer:
Finish:
Epoxy Primer 13R60
78 Series, two (2) coats, 4-6
mils dit each
SF -P - 4 of 6
U1A GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
SURFACE FINISH - PAINTING (CONT'D.)
I*
M
TNEMEC Primer: 37-77 Chem -Prime, one (1)
coat, 2.5-3.5 mils dit
Finish: 66 Epoxoline, two (2) coats,
4-6 mils dit each
OR EQUAL.
(NOTE: If blasting is done in field, eliminate the "primer" and
apply finish coats immediately.)
(b) Galvanized Metals
Galvanized metals shall be prepared and coated as follows:
Galvanized Surfaces
Surface Preparation:
TNEMEC Primer:
Finish:
OR
CARBOLINE Primer:
Finish:
OR EQUAL.
SSPC-SP 1 Solvent Cleaned
None
66 Epoxoline, two (2) coats,
2.5-3.5 mils dit each
None
190 HB Finish, two (2) coats,
2.5-3.5 mils dit each
Galvanizing shall be done by the hot dip process, in accor-
dance with the specifications of the AHDGA. Zinc coating shall
not be less than two ounces per square foot of surface.
Galvanizing shall be done in a plant having AHDGA-approved
facilities for producing quality coatings and ample capacity for
the work required.
SF -P - 5 of
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P HOLZMACHER, McLENDON & MURRELL, P.C.
i12�N GROU
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
SURFACE FINISH - PAINTING (CONT'D.)
All galvanized articles, after galvanizing, shall be
handled, shipped and erected in such a manner as to preclude any
damage to the zinc coating until such time as the entire work is
accepted by the Owner. Should any coating be damaged before
acceptance, it shall be repaired by thorough cleaning and appli-
cation of one coat of 90-93 TNEMEC-ZINC, where deemed necessary
by the Engineer. -
3.6 - Repaintinq
All ferrous and other surfaces damages by the Contractor
shall be restored to their original conditions. The painting
system shall. be that of the original coating.
3.7 - Safety Requirements
The coating specifications may include materials which are
toxic or hazardous. The Contractor shall observe necessary
safety requirements as directed by the paint manufacturer and
conforming with the safety precautions of SSPC-PA Specification
No. 1 and OSHA.
3.8 - Failures
Any failures or breakdowns, loosening of the paint or
coatings within a year after acceptance of work shall be
rectified by the Contractor regardless of the paint systems used.
The Contractor shall remove the entire coating where failure
occurs. Patch work will not be permitted.
SF -P 6 of 6
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ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
0 TRUCK SCALE
1.0 - SCOPE
The Contractor shall furnish all labor, tools, materials,
equipment and incidentals necessary to construct and install a
truck scale and data management system, ready for use, as speci-
fied herein and shown on the contract drawings. Included shall
be initial calibration and testing in the presence of the Engi-
neer, Owner and manufacturer's representative, and training of
personnel in the operation of the equipment.
2.0 - GENERAL
The ;scale system shall conform to the requirements of the
National Bureau of Standards and applicable New York State
Weights and Measures requirements.
The scale platform, indicator, printer and data management
system shall be furnished by one supplier to ensure equipment
compatibility.
3.0 - TRUCK SCALE
The Contractor shall furnish, install and place into opera-
tion one (1) fully electronic, low -profile, pitless type truck
scale, as specified herein and shown on the contract drawings.
The truck scale shall be Ground Hugger Model 6060 -PRC, as
manufactured by CARDINAL, or approved equal.
The truck scale shall meet the following requirements:
PLATFORM SIZE: 60' x 10'
CAPACITY: 60 tons
SECTIONAL CAPACITY: 30 tons
LOAD CELLS: Six (6) maximum per scale
TYPE: Compression
CAPACITY: 50,000 lbs. per cell
LOAD CELL FEATURES: Temperature compensated
Overload protection 150%
SOHT 89-02 TRS - 1 of 5
GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
• TRUCK SCALE (CONT'D.)
Repeatability 0.02%
Hermetically sealed
LOAD CELL STANDS: Individual stand for each load cell
shall be provided. Each stand shall
be self-contained with convex and
lower load buttons to maintain load
cell in upright position.
LOADING: Maintained through vertical axis.
Scale and load cells unaffected by
expansion or contraction of weigh-
bridge due to change in tempera-
ture.
CHECK: RODS: Lateral and longitudinal for both
compression and tension to rigidly
check scale platform over load
cells.
WEIGHBRIDGE: All welded steel with 5/16 -inch
checkered plate deck.
Weighbridge to be fabricated and
painted at manufacturer's factory.
Overall height from datum line to
be 11" +.
Weighbridge to be equipped with
conduit to house all load cell in-
terconnect cables.
Junction boxes are to be mounted on
side of weighbridge for easy
access, but out of weather condi-
tions.
Platform to have, at each end of
scale, a hinged flap connected to
weighbridge to prevent platform
binding due to fallen debris.
Complete installation shall include unloading off delivery
truck; foundation construction; setting -pre -constructed welded
steel truck scale and checkered steel deck onto foundation, in
accordance with manufacturer's recommendations; installation of
TRS - 2 of 5
IH2N GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS, ARCHITECTS, SCIENTISTS. PLANNERS and SURVEYORS
TRUCK SCALE (CONT'D.)
all load cell stand bearing plates, including grouting; factory
painting and field touchup; and any and all equipment and
materials pertaining to the scale platform and related equipment.
4.0 - SCALE WEIGHT INDICATOR
The scale platform shall be supplied with a solid state
digital weight indicator which meets or exceeds the requirements
of Handbook 44 of the National Bureau of Standards. Scale weight
indicator shall be CARDINAL Model 738 or equal.
The scale indicator shall have the following features and
capabilities:
Graduated 120,000 lbs. x 20 lbs. with built-in conver-
sion capability to convert to tons and kilograms.
Low power LCD (Liquid Crystal Display) alphanumeric
display 16 characters in length.
Weight Conversion (lb/kg or lb/ton).
Free standing desk -type industrial NEMA 7 enclosure.
Digital set-up and calibration from surface mount
keypad.
Digital averaging.
Self-diagnostic circuitry.
Continual calibration check.
Sealed solid state touch sensitive keypad located on
front panel of indicator.
RFI/EMI protection.
Keypad serial and pushbutton tare.
Automatic zero tracking.
Motion detection and indication.
Over -capacity indication.
TRS - 3 of 5
If-i��N GROUP HOLZMACHER, McLENDON a MURRELL, P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
TRUCK SCALE (CONT'D.)
Below zero indication.
Complete solid state circuitry and modular design to
allow easily interchangeable and replaceable circuit
boards.
Internal battery system to protect calibration program
and conversion tables. Battery shall be of a type that
can be 'easily replaced without disrupting calibration
settings.
Data output to the data management system or other
compaLtible peripheral device.
5.0 - FIELD SERVICES
The manufacturer of the scale shall provide the services of
an engineer for a total of not more than five (5) working days
for the purpose of instructing and assisting the Contractor and
the Owner's personnel in the handling, installation, startup and
operation of the equipment.
Once the system has been completely installed, testing and
calibration shall be performed so the scale will be certified for
operation in the State of New York. The scale shall operate
within the specified tolerances of the New York State Weights and
Measures.
A calibration check shall be performed every three (3)
months during the first year of operation.
6.0 - MANUALS
Five (5) copies of the Shop Drawings and three (3) copies of
the Operation and Maintenance Manual shall be submitted to the
Engineer.
7.0 - GUARANTEE
The truck scale manufacturer shall guarantee for one (1)
year from date of final payment request that all equipment shall
be free from defects in materials and workmanship. The manufac-
turer shall furnish and the Contractor shall install replacement
parts for any defective component during the guarantee period.
TRS - 4 of 5
P HOLZMACHER, McLENDON & MURRELL, P.C.
112A GROU
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
�N GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS, SCIENTISTS. PLANNERS and SURVEYORS
ELECTRICAL WORK
1.0 - WORK INCLUDED
The work includes furnishing all labor, materials, equipment
and appliances necessary to construct and install all electrical
equipment and accessories at the Town of Southold Cutchogue
Landfill for installation of an -exit truck scale, as indicated on
the contract drawings and herein specified. The work covered
under this section shall include, but not be limited to, the
following:
A) Electrical wiring and hookup of truck scale, and
scale indicator.
B) The Contractor shall be responsible for inter-
facing the new exit truck scale electronic equip-
ment into the existing data management system.
C) Grounding system.
D) All trenching, excavation and backfill for
electrical conduits and wire.
E) All associated work, incidentals and testing
necessary for a complete working electrical
system.
F) Furnishing to the Engineer, for approval, five (5)
sets of shop drawings or catalog cuts of each type
of equipment being utilized prior to ordering said
equipment.
G) Installation of electrical wiring and light fix-
ture furnished with prefabricated building and
outdoor light fixtures.
The Contractor shall obtain and pay for all permits neces-
sary to conduct the work and complete this contract.
2.0 - GENERAL
The installation shall be in accordance with the latest
rules of the National Electric Code, TELCO, and governing local
ordinances. The Contractor shall comply with the laws, rules and
regulations of the State, Municipal and District Departments
having jurisdiction. Upon completion of the work, an Under-
writers Certificate shall be submitted, prior to final payment
request.
All
approved
SOHT 89-02
electrical equipment being
and labeled.
- 1 of 5
installed shall be UL
P HOLZMACHER, McLENDON B MURRELL, P.C.
II-i2�N GROU
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
® ELECTRICAL WORK (CONT'D.)
The Contractor shall thoroughly familiarize himself with all
construction drawings and vendor's detailed drawings concerning
this project and shall coordinate his work with that of other
trades. In the event of discrepancies, the Owner shall be noti-
fied for a disposition prior to proceeding with the work.
No structural members shall be cut or penetrated without the
approval of the Engineer in writing.
The Contractor shall guarantee his entire installation to be
free from defective materials or workmanship for a period of one
year from date of,final acceptance of the installation.
The Contractor shall provide all necessary cutting and
patching required for installation of electrical work. Excava-
tion, trenching and backfilling shall be in accordance with the
section of these specifications entitled, EXCAVATION, EARTHWORK,
BACKFILLING AND GRADING.
The basic bid proposal shall be made on the basis of the
equipment specified, when specific catalog numbers are given.
Substitutes on specified equipment will not be permitted unless
approved by the Engineer in writing.
The -Contractor shall record installation details and the
actual methods of installing conduits, panels, equipment, etc.,
and shall prepare "As -Built" drawings for this project, as
outlines in the General Conditions.
3.0 - INCOMING SERVICE
In General, 'service work shall conform to the drawings and
shall include secondary underground service entrance cables and
connections conforming to Utility Company specifications.
Secondary cabling shall be phased per Utility Company require-
ments. Metering equipment enclosure shall be furnished per
Utility Company requirements.
4.0 - CONDUIT, WIRE AND BOXES
In general, all wiring shall run exposed, or concealed in
walls, floors or hung ceilings in all finished spaces. Wire
shall be copper, type THW, #12 AWG minimum. Service entrance
conductors to be type "USE".
EW - 2 of
•
•
P HOLZMACHER, McLENDON & MURRELL, P.C.
N?�N GROU
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
ELECTRICAL WORK (CONT'D.)
Conduits shall be run exposed in all mechanical spaces and
shall be rigid heavy wall galvanized steel except where "PVC" is
indicated. Boxes shall be cast. Intermediate weight steel con-
duit may be used in tight spaces when rigidly secured to the
structure. Provide PVC coated elbows for all conduits exiting
upward from earth or concrete.
After wiring has been installed and connected, conduit ends
shall be sealed by JOHNS -MANVILLE Duxseal forced into conduits to
a minimum depth equal to the conduit diameter.
Wireways shall be 611, x 6" minimum hinged cover type.
Outdoor boxes and enclosures shall be NEMA 4, cast aluminum
or fabricated stainless steel.
Depth of cover over underground electric conduit and/or
cable shall be 2 feet minimum.
5.0 - LIGHTING FIXTURES
The Contractor shall furnish, install and connect all
lighting fixtures complete with lamps, hangers, fittings, etc.,
in'accordance with the fixtures specified herein or as indicated
on the contract drawings. Supports, hangers, etc. shall be
suitable for the type of building construction on this project
and as approved by the Engineer. All fixtures shall be supplied
completely wired, assembled and ready for installation and
finished as specified or approved by the Engineer. No gaps will
be permitted between fixtures and electric boxes, and wiring
shall be completely concealed within such wireways. Layout of
fixtures :shown on the contract drawings is approximate. Exact
locations shall be determined in the field. Fixtures shall be
clear of pipes, mechanical equipment, structural openings and
other obstructions.
6.0 - CONN'ECTION OF EQUIPMENT
The Contractor shall connect each item of electrical equip-
ment, whether furnished by him or not and leave it in an operable
condition. Provide suitable type "SO" rubber cords and/or
matching plugs for all items of equipment not appropriately fur-
nished by the manufacturer.
EW - 3 of 5
IH2�N GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS, SCIENTISTS. PLANNERS and SURVEYORS
ELECTRICAL WORK (CONT'D.)
7.0 - WIRING DEVICES
All wiring devices shall be "Specification Grade", as manu-
factured by HUBBELL, A&H, BRYANT, or equal. Switches shall be 20
ampere quiet type. Receptacles shall be 20 ampere duplex or 20
ampere single outlets as indicated on the plans. All wall
switches and receptacles shall be of the grounded type with
grounding done in accordance with the National Electric Code.
Where two or more switches are located at the same point, they
shall be gang mounted with gang plates. Plates shall be galva-
nized, cadmium plated or stainless steel in finished areas.
8.0 - IDENTIFICATION
All feeder cables and control wires shall be tagged at
terminal points and in all pull boxes. Panelboards, safety
switches, remote starting control equipment, time switches,
buzzers, bells and pushbuttons shall have "DYMO" nameplates
describing function, purpose or equipment controlled. Panelboard
directories shall be completely typewritten, as to loads served.
All underground utilities shall be marked by a continuous
identifying tape buried in the trench above the conduits and
shall be 12 inches below finished grade. The identifying tape
"Terra Tape", as manufactured by GRIFFOLYN CO., SOMERSET, or
equal, shall be an inert material such as polyethylene plastic,
highly resistant to alkalis, and/or chemical components likely to
be encountered in soils. The tape shall be in bright colors to
contrast with the soil, with identifying printing in black
letters, one side only. The tape shall have printed thereon in
two (2) rows with the word CAUTION on one (1) row and BURIED
(type of utility) LINE BELOW' on the other line. Tapes shall be
supplied in continuous rolls. The identifying letters shall be
repeated continuously the full lengths of the tape. Tapes shall
be color coded as directed by the Engineer.
9.0 - COLOR CODING AND TESTS
Contractor shall color code each phase and carry code to
each panelboard and motor switch. Test shall be made by the Con-
tractor at: the direction of the Engineer, when equipment is
faulty.
EW - 4 0
•
•
112A GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
ELECTRICAL WORK (CONT'D.)
10.0 - GROUNDING
All electrical installations shall be grounded in accordance
with Article 250 of the National Electrical Code, local inspec-
tion authorities and the requirements of the electrical utility.
EW - 5 of 5
U11N GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
CORRUGATED BEAM GUIDE RAIL
•
1.0 - SCOPE
The work under this section includes all labor, materials
and equipment necessary to furnish and install corrugated beam
guide rail and appurtenances in the configuration and locations
shown on the plan, as detailed in the specifications and as
directed by the Engineer.
2.0 - MATERIALS
2.1 - Beams, Terminal Sections and Hardware - Corrugated
beams, terminal sections and hardware shall be fabricated to the
dimensions shown on the plans. All beams shall be straight
unless otherwise shown on the plans, shall be of uniform section
and shall have rolled edges.
Beams and terminal, sections shall be made from 12 gauge or
heavier sheet and rolled from new billet open hearth, electric
furnace or basic oxygen steel. Bolt holes shall be enlarged or
slotted to permit expansion and contraction and to facilitate
erection. All bolts and other hardware shall be of galvanized
steel conforming to the requirements of ASTM A-307.
2.2 - Posts, Plates and Anchoring Units - Posts, plates and
anchoring units shall be as shown on the plans and shall conform
to the requirements of ASTM A-36.
2.3 - Galvanizing - Beams, terminal sections, posts and all
other accessory plates, anchoring units, etc., shall be gal-
vanized .in accordance with the requirements of ASTM 123. All
sections shall be blanked to the proper shape, fabricated and
ready for assembly before galvanizing. No punching, drilling,
cutting or welding will be permitted after galvanizing. Bolts
and other hardware shall be galvanized in accordance with ASTM
153.
3.0 - METHOD
Posts,'beam sections, terminal sections, transition sections
and anchor assemblies shall be installed at the locations and to
the dimensions shown on the plans. Posts shall be driven (unless
otherwise directed by the Engineer) using approved equipment and
methods which will set the posts in their final position, free of
distortion, burring or other damage. When posts are driven
89-02 CBGR - 1 of 2
M GROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
CORRUGATED BEAM GUIDE RAIL (CONT'D..)
through asphalt or other bituminous material, care shall be taken
to minimize damage to the paved area. Any holes or voids caused
by driving the posts shall be filled and compacted with a
bituminous material matching the existing material. Gaps between
the post and the pavement shall be sealed with a bituminous
material approved by the Engineer.
During erection procedures, the free end of the rail shall
be supported in a manner approved by the Engineer while the
splice bolts and mounting bolts are fastened. Mounting bolts
shall be torqued to 50 percent of average failure value.
4.0 - METHOD OF PAYMENT
No separate payment stall be made for furnishing new corru-
gated beam guide rail. The cost to provide and install shall be
included in the base price bid.
CBGR - 2 of 2
�J
1112AGROUP HOLZMACHER, McLENDON & MURRELL, P.C.
ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS and SURVEYORS
METHOD OF PAYMENT
TOWN OF SOUTHOLD
INSTALLATION OF AN EXIT TRUCK SCALE
CUTCHOGUE LANDFILL
PROJECT NO. SOHT 89-02
This Contract is a Lump Sum Contract, requiring the complete
installation of an exit truck scale, as called for in the Speci-
fications and shown on the contract drawings.
The Base Bid shall include all work, equipment, labor,
materials and insurances required by the Plans, Specifications,
Technical Specifications - General and Detailed, General Condi-
tions, Contract and Addenda, or otherwise required for the proper
completion of the contract. The Contractor shall receive the
lump sum base bid for the completion of ALL work in accordance
with the Plans and Specifications and as approved by the Engi-
neer, with the exception of the work identified as Contingency
Item No. 1.
Under Contingency Item No. 1, the Contractor shall receive
the lump sum bid for all work, equipment, labor and materials
necessary to pave the bypass roadway located south of the scale,
identified on the Plans as Contingency Item No. 1. The
Contractor shall include in his base bid the cost of paving and
patching all other areas noted.
SOHT - 89-02 MOP - 1 of 1
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ILEGEND
---'O— -- - �XISTING CONTOUR'
----ao---=- - PROPOSED CONTOUR
x 44. 2s - rXISTING SPOT E.LEVATIONj
—= x— - tXISTING FENCE .
L
-
:EXISTING TREE & WOOD _ IN
• - 1UTILITY POLE
--� r—. - !UNDERGROUND TELEPHONE;
•. r"'-""'"� - ;PROPOSED PAVEMENT REO'D
T -`TRAFFIC. SIGN
® - kGH TENSION -
_ELECTRIC TOWER
—iE - jUNDERGROUND ELECTRIC.
PROPOSED PAVEMENT '
! . (CONTINGENCY)
LOCATION MAP
SCALE: 1 " = 2000'
.GENERAL NOTES
0
CONTRACTOR TO INSPECT CONSTRUCTION SITE PRIOR TO SUBMISSION OF
BIDS AND SHALL MAKE NO ADDITIONAL CLAIMS REGARDING SITE
CONDITIONS THEREAFTER.
THE CONTRACTOR SHALL PERFORM DAILY CLEAN—UP OPERATIONS WHICH
INCLUDE REMOVAL OF DEBEIS AND EXCESS CONSTRUCTION MATERIAL,
ETC., TO THE SATISFACTION OF THE OWNER AND THE ENGINEER.
DURING ALL NON—WORKING HOURS, THE CONTRACTOR WILL BE REQUIRED
TO STORE ALL EQUIPMENT AND MATERIALS WITHIN THE AREA DESIGNATED
BY THE ENGINEER AT THE PROJECT SITE.
CONTRACTOR SHALL SECURE CONSTRUC-DON SITE IN ACCORDANCE WITH
ALL APPLICABLE SAFETY STANDARDS.
CONTRACTOR IS TO COORDINATE ACTIVITIES SO AS TO MINIMIZE INTERRUP—
TIONS TO THE LANDFILL OPERATIONS.
ALL DIMENSIONS SHOWN ARE APPROXIMATE AND SUBJECT TO REVISION IN
ACCORDA.NCEWITH THE ACTUAL FIELD CONDITIONS, AND SHALL BE SUBJECT
TO APPROVAL OF THE ENGINEER.
SHOP DRAWINGS FOR SCALE, SCALE HOUSE AND ASSOCIATED ELECTRICAL
EQUIPMENT SHALL BE SUBMITTED WITHIN SEVEN DAYS OF CONTRACT
A WARD.
ALL FOOTINGS TO BEAR ON UNDISTURBED SOIL.
LOCATION OFF ALL UNDERGROUND UTILITIES, ELECTRIC AND TELEPHONE
CONDUITS, STORM DRAINS AND UNDERGROUND PIPING WERE OBTAINED
FROM EITHER OLD MAPS, SURVEYS, DRAWINGS AND RECORDS SUPPLIED BY
OTHERS. THE OWNER AND ENGINEER DO NOT GUARANTEE OR ACCEPT
RESPONSIBILITY FOR ANY DAMAGE TO SUCH FACILITIES DUE TO
DISCREPANCIES IN LOCATION AND SIZE SHOWN ON THE PLANS, NOR WILL
ANY COMPENSATION BE MADE TO THE CONTRACTOR FOR ANY
INCONVENIENCE CAUSDE HIM BY ENCOUNTERING THE AFOREMENTIONED
UTILITIES WHICH ARE NOT SHOWN, OR INCORRECTLY SHOWN, ON THE PLANS.
THE CONTRACTOR IS RESPOSIBLE FOR -THE DETERMINING THE LOCATION OF
ANY UNDERGROUND UTILITIES, GAS MAINS, ELECTRIC AND TELEPHONE CONDUITS.
. THE CONTRACTOR IS ADVISED THAT THE PROJECT SITE IS AT AN ACTIVE LANDFILL
SITE AND, THEREFORE, CAUTION SHOULD BE USED DUE TO THE POTENTIAL
EXISTENCE OF METHANE GAS.
CONSTRUCTION OF FACILITY SHALL CONFORM TO ALL APPLICABLE STATE
AND LOCAL CODE REQUIREMENTS, THE SPECIFICATIONS, AND SUBJECT TO
APPROVAL OF THE ENGINEER.
TOWN OF SOU TH OLS
INSTALLATION OF
AN -_i. EXIT TRUCK SCALE*
AT CUTCHOGUE LANDFILL
SOUTH FORK ASPHALT
AS BUILT DRAWINGS OCTOBER 23, 1989
Sheet Title:Sheet #
SITE PLAN & LOCATION MAPpi of 4
e
. 1
2
3
4.
5.
6.
7.
8.
9.
ILEGEND
---'O— -- - �XISTING CONTOUR'
----ao---=- - PROPOSED CONTOUR
x 44. 2s - rXISTING SPOT E.LEVATIONj
—= x— - tXISTING FENCE .
L
-
:EXISTING TREE & WOOD _ IN
• - 1UTILITY POLE
--� r—. - !UNDERGROUND TELEPHONE;
•. r"'-""'"� - ;PROPOSED PAVEMENT REO'D
T -`TRAFFIC. SIGN
® - kGH TENSION -
_ELECTRIC TOWER
—iE - jUNDERGROUND ELECTRIC.
PROPOSED PAVEMENT '
! . (CONTINGENCY)
LOCATION MAP
SCALE: 1 " = 2000'
.GENERAL NOTES
0
CONTRACTOR TO INSPECT CONSTRUCTION SITE PRIOR TO SUBMISSION OF
BIDS AND SHALL MAKE NO ADDITIONAL CLAIMS REGARDING SITE
CONDITIONS THEREAFTER.
THE CONTRACTOR SHALL PERFORM DAILY CLEAN—UP OPERATIONS WHICH
INCLUDE REMOVAL OF DEBEIS AND EXCESS CONSTRUCTION MATERIAL,
ETC., TO THE SATISFACTION OF THE OWNER AND THE ENGINEER.
DURING ALL NON—WORKING HOURS, THE CONTRACTOR WILL BE REQUIRED
TO STORE ALL EQUIPMENT AND MATERIALS WITHIN THE AREA DESIGNATED
BY THE ENGINEER AT THE PROJECT SITE.
CONTRACTOR SHALL SECURE CONSTRUC-DON SITE IN ACCORDANCE WITH
ALL APPLICABLE SAFETY STANDARDS.
CONTRACTOR IS TO COORDINATE ACTIVITIES SO AS TO MINIMIZE INTERRUP—
TIONS TO THE LANDFILL OPERATIONS.
ALL DIMENSIONS SHOWN ARE APPROXIMATE AND SUBJECT TO REVISION IN
ACCORDA.NCEWITH THE ACTUAL FIELD CONDITIONS, AND SHALL BE SUBJECT
TO APPROVAL OF THE ENGINEER.
SHOP DRAWINGS FOR SCALE, SCALE HOUSE AND ASSOCIATED ELECTRICAL
EQUIPMENT SHALL BE SUBMITTED WITHIN SEVEN DAYS OF CONTRACT
A WARD.
ALL FOOTINGS TO BEAR ON UNDISTURBED SOIL.
LOCATION OFF ALL UNDERGROUND UTILITIES, ELECTRIC AND TELEPHONE
CONDUITS, STORM DRAINS AND UNDERGROUND PIPING WERE OBTAINED
FROM EITHER OLD MAPS, SURVEYS, DRAWINGS AND RECORDS SUPPLIED BY
OTHERS. THE OWNER AND ENGINEER DO NOT GUARANTEE OR ACCEPT
RESPONSIBILITY FOR ANY DAMAGE TO SUCH FACILITIES DUE TO
DISCREPANCIES IN LOCATION AND SIZE SHOWN ON THE PLANS, NOR WILL
ANY COMPENSATION BE MADE TO THE CONTRACTOR FOR ANY
INCONVENIENCE CAUSDE HIM BY ENCOUNTERING THE AFOREMENTIONED
UTILITIES WHICH ARE NOT SHOWN, OR INCORRECTLY SHOWN, ON THE PLANS.
THE CONTRACTOR IS RESPOSIBLE FOR -THE DETERMINING THE LOCATION OF
ANY UNDERGROUND UTILITIES, GAS MAINS, ELECTRIC AND TELEPHONE CONDUITS.
. THE CONTRACTOR IS ADVISED THAT THE PROJECT SITE IS AT AN ACTIVE LANDFILL
SITE AND, THEREFORE, CAUTION SHOULD BE USED DUE TO THE POTENTIAL
EXISTENCE OF METHANE GAS.
CONSTRUCTION OF FACILITY SHALL CONFORM TO ALL APPLICABLE STATE
AND LOCAL CODE REQUIREMENTS, THE SPECIFICATIONS, AND SUBJECT TO
APPROVAL OF THE ENGINEER.
TOWN OF SOU TH OLS
INSTALLATION OF
AN -_i. EXIT TRUCK SCALE*
AT CUTCHOGUE LANDFILL
SOUTH FORK ASPHALT
AS BUILT DRAWINGS OCTOBER 23, 1989
Sheet Title:Sheet #
SITE PLAN & LOCATION MAPpi of 4
LOCATION MAP
SCALE: 1 " = 2000'
.GENERAL NOTES
0
CONTRACTOR TO INSPECT CONSTRUCTION SITE PRIOR TO SUBMISSION OF
BIDS AND SHALL MAKE NO ADDITIONAL CLAIMS REGARDING SITE
CONDITIONS THEREAFTER.
THE CONTRACTOR SHALL PERFORM DAILY CLEAN—UP OPERATIONS WHICH
INCLUDE REMOVAL OF DEBEIS AND EXCESS CONSTRUCTION MATERIAL,
ETC., TO THE SATISFACTION OF THE OWNER AND THE ENGINEER.
DURING ALL NON—WORKING HOURS, THE CONTRACTOR WILL BE REQUIRED
TO STORE ALL EQUIPMENT AND MATERIALS WITHIN THE AREA DESIGNATED
BY THE ENGINEER AT THE PROJECT SITE.
CONTRACTOR SHALL SECURE CONSTRUC-DON SITE IN ACCORDANCE WITH
ALL APPLICABLE SAFETY STANDARDS.
CONTRACTOR IS TO COORDINATE ACTIVITIES SO AS TO MINIMIZE INTERRUP—
TIONS TO THE LANDFILL OPERATIONS.
ALL DIMENSIONS SHOWN ARE APPROXIMATE AND SUBJECT TO REVISION IN
ACCORDA.NCEWITH THE ACTUAL FIELD CONDITIONS, AND SHALL BE SUBJECT
TO APPROVAL OF THE ENGINEER.
SHOP DRAWINGS FOR SCALE, SCALE HOUSE AND ASSOCIATED ELECTRICAL
EQUIPMENT SHALL BE SUBMITTED WITHIN SEVEN DAYS OF CONTRACT
A WARD.
ALL FOOTINGS TO BEAR ON UNDISTURBED SOIL.
LOCATION OFF ALL UNDERGROUND UTILITIES, ELECTRIC AND TELEPHONE
CONDUITS, STORM DRAINS AND UNDERGROUND PIPING WERE OBTAINED
FROM EITHER OLD MAPS, SURVEYS, DRAWINGS AND RECORDS SUPPLIED BY
OTHERS. THE OWNER AND ENGINEER DO NOT GUARANTEE OR ACCEPT
RESPONSIBILITY FOR ANY DAMAGE TO SUCH FACILITIES DUE TO
DISCREPANCIES IN LOCATION AND SIZE SHOWN ON THE PLANS, NOR WILL
ANY COMPENSATION BE MADE TO THE CONTRACTOR FOR ANY
INCONVENIENCE CAUSDE HIM BY ENCOUNTERING THE AFOREMENTIONED
UTILITIES WHICH ARE NOT SHOWN, OR INCORRECTLY SHOWN, ON THE PLANS.
THE CONTRACTOR IS RESPOSIBLE FOR -THE DETERMINING THE LOCATION OF
ANY UNDERGROUND UTILITIES, GAS MAINS, ELECTRIC AND TELEPHONE CONDUITS.
. THE CONTRACTOR IS ADVISED THAT THE PROJECT SITE IS AT AN ACTIVE LANDFILL
SITE AND, THEREFORE, CAUTION SHOULD BE USED DUE TO THE POTENTIAL
EXISTENCE OF METHANE GAS.
CONSTRUCTION OF FACILITY SHALL CONFORM TO ALL APPLICABLE STATE
AND LOCAL CODE REQUIREMENTS, THE SPECIFICATIONS, AND SUBJECT TO
APPROVAL OF THE ENGINEER.
TOWN OF SOU TH OLS
INSTALLATION OF
AN -_i. EXIT TRUCK SCALE*
AT CUTCHOGUE LANDFILL
SOUTH FORK ASPHALT
AS BUILT DRAWINGS OCTOBER 23, 1989
Sheet Title:Sheet #
SITE PLAN & LOCATION MAPpi of 4
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SECTION A -A
;NOTES:
1. ALL FOUNDATIONS SHALL BEAR ONLY ON SUITABLE MATERIAL HAVING
A MINIMUM BEARING CAPACITY OF TWO TONS PER SQUARE FOOT:
2. THE CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOIL BENEATH THE
AREA OF THE. SCALE AND ROADWAY APPROACHES. THE CONTRACTOR
SHALL BE PERMITTED TO DISPOSE OF THIS MATERIAL ON-SITE AT A
LOCATION TO BE DESIGNATED BY THE TOWN. THE TOWN SHALL WAIVE
ALL DISPOSAL FEES. UNSUITABLE MATERIALS SHALL 3E DEFINED AS
HAVING A MATERIAL CLASS RATING OF, 11-65 IN ACCORDANCE WITH
N.Y.C. BUILDING CODE C26-1103.
3. THE •TOWN WILL MAKE ON-SITE BACKFILL MATERIAL AVAILABLE TO
THE CONTRACTOR AT NO COST TO THE CONTRACTOR. ONLY BACKFILL
MATERIAL MEETING THE REQUIREMENTS OF THE SPECIFICATIONS
SHALL BE UTILIZED IN THE PROJECT. ALL BACKFILL MATERIAL
SHALL BE SUBJECT TO TESTING AT THE EXPENSE OF THE CONTRACTOR'
'AND THE DIRECTION AND/OR ACCEPTANCE OF THE ENGINEER.
4. TOPS OF PIERS SHALL BE SMOOTH, LEVEL AND TRUE TO PLANE.
6* SLAB AND FOOTING IS DESIGNED FOR 4000 PSF SOIL BEARING.
6. LIFTING EYES SHALL BE PROVIDED ON WEIGHBRIDGE.
7. CONTRACTOR SHALL NOT WELD ON WEIGHBRIDGE AND RELATED STRUCTURES
WHILE IN CONTACT WITH LOAD CELL ASSEMBLIES.
8, ALL CHECK RODS SHALL BE LEVEL AND TRUE TO PLANE, BOTH HORIZON-
TALLY AND -VERTICALLY, AFTER SCALE HAS BEEN COMPLETELY SET.
9. TRANSMISSION CABLE FROM LOAD CELL TO INDICATOR SHALL BE IN
ONE INCH MINIMUM DIAMETER GALVANIZED STEEL CONDUIT. TRANS-
MISSION CABLE SHALL BE AT LEAST 24 INCHES FROM ELECTRICAL
LINES AND MAY CROSS AT 90. ONLY.
10.SCALE INSTALLATION. SHALL BE -IN ACCORDANCE WITH MANUFACTURER'S
INSTALLATION MANUAL.
111.SCALE SHALL BE DESIGNED,
MAESFASTSPECCIFIEDURED AND IBYTTHEENATOIONALT ALL
SPECIFICATIONS AN
BUREAU OF STANDARDS HANDBOOK 44.0157)
12.CONTRACTOR SHALL USE NON -SHRINKING GROUT FOR SETTING -GROUT
PLATES.
13. SCALE PLANS ARE FOR REFERENCE ONLY , ACONTRACTOR SHALLHOW TYPE AND FURNISH SHOPDRAWINGSOF EQUIPMENT SPECIFIED.
OF PROPOSED EQUIPMENT IN ACCORDANCE WITH SPECIFICATIONS.
S A A. 6 o0j S 4 71e .-
TOWNXXL Foo7'i n/C./
TOWN OF SOVTHOLD
INSTALLATION DF
AN,. -...EXIT TRUCK SCALE
AT CUTCHOGUE LANDFILL
SOUTH FORK ASPHALT
AS BUILT DRAWINGS OCTOBER 23, 1989
Sheet Title: Sheet #
TRUCK SCALE -FOUNDATION PLAN 2 OF 4
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SECTION ION -
4-1
5=14
SECTION A -A
;NOTES:
1. ALL FOUNDATIONS SHALL BEAR ONLY ON SUITABLE MATERIAL HAVING
A MINIMUM BEARING CAPACITY OF TWO TONS PER SQUARE FOOT:
2. THE CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOIL BENEATH THE
AREA OF THE. SCALE AND ROADWAY APPROACHES. THE CONTRACTOR
SHALL BE PERMITTED TO DISPOSE OF THIS MATERIAL ON-SITE AT A
LOCATION TO BE DESIGNATED BY THE TOWN. THE TOWN SHALL WAIVE
ALL DISPOSAL FEES. UNSUITABLE MATERIALS SHALL 3E DEFINED AS
HAVING A MATERIAL CLASS RATING OF, 11-65 IN ACCORDANCE WITH
N.Y.C. BUILDING CODE C26-1103.
3. THE •TOWN WILL MAKE ON-SITE BACKFILL MATERIAL AVAILABLE TO
THE CONTRACTOR AT NO COST TO THE CONTRACTOR. ONLY BACKFILL
MATERIAL MEETING THE REQUIREMENTS OF THE SPECIFICATIONS
SHALL BE UTILIZED IN THE PROJECT. ALL BACKFILL MATERIAL
SHALL BE SUBJECT TO TESTING AT THE EXPENSE OF THE CONTRACTOR'
'AND THE DIRECTION AND/OR ACCEPTANCE OF THE ENGINEER.
4. TOPS OF PIERS SHALL BE SMOOTH, LEVEL AND TRUE TO PLANE.
6* SLAB AND FOOTING IS DESIGNED FOR 4000 PSF SOIL BEARING.
6. LIFTING EYES SHALL BE PROVIDED ON WEIGHBRIDGE.
7. CONTRACTOR SHALL NOT WELD ON WEIGHBRIDGE AND RELATED STRUCTURES
WHILE IN CONTACT WITH LOAD CELL ASSEMBLIES.
8, ALL CHECK RODS SHALL BE LEVEL AND TRUE TO PLANE, BOTH HORIZON-
TALLY AND -VERTICALLY, AFTER SCALE HAS BEEN COMPLETELY SET.
9. TRANSMISSION CABLE FROM LOAD CELL TO INDICATOR SHALL BE IN
ONE INCH MINIMUM DIAMETER GALVANIZED STEEL CONDUIT. TRANS-
MISSION CABLE SHALL BE AT LEAST 24 INCHES FROM ELECTRICAL
LINES AND MAY CROSS AT 90. ONLY.
10.SCALE INSTALLATION. SHALL BE -IN ACCORDANCE WITH MANUFACTURER'S
INSTALLATION MANUAL.
111.SCALE SHALL BE DESIGNED,
MAESFASTSPECCIFIEDURED AND IBYTTHEENATOIONALT ALL
SPECIFICATIONS AN
BUREAU OF STANDARDS HANDBOOK 44.0157)
12.CONTRACTOR SHALL USE NON -SHRINKING GROUT FOR SETTING -GROUT
PLATES.
13. SCALE PLANS ARE FOR REFERENCE ONLY , ACONTRACTOR SHALLHOW TYPE AND FURNISH SHOPDRAWINGSOF EQUIPMENT SPECIFIED.
OF PROPOSED EQUIPMENT IN ACCORDANCE WITH SPECIFICATIONS.
S A A. 6 o0j S 4 71e .-
TOWNXXL Foo7'i n/C./
TOWN OF SOVTHOLD
INSTALLATION DF
AN,. -...EXIT TRUCK SCALE
AT CUTCHOGUE LANDFILL
SOUTH FORK ASPHALT
AS BUILT DRAWINGS OCTOBER 23, 1989
Sheet Title: Sheet #
TRUCK SCALE -FOUNDATION PLAN 2 OF 4
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TOWN OF SOU TH OLD
INSTALLATION OF
AN EXIT TRUCK SCALE
AT CUTCHOGUE LANDFILL
SOUTH FORK ASPHALT
AS BUILT DRAWINGS OCTOBER 23, 1989
89�
Sheet Title:
Sheet
SCALE HOUSE PLAN &SECTION
a of 4.
1
f
y
TOWN OF SOU TH OLD
INSTALLATION OF
AN EXIT TRUCK SCALE
AT CUTCHOGUE LANDFILL
SOUTH FORK ASPHALT
AS BUILT DRAWINGS OCTOBER 23, 1989
89�
Sheet Title:
Sheet
SCALE HOUSE PLAN &SECTION
a of 4.