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CONTRACT DOCUMENTS
FOR
OBSTRUCTION REMOVAL
AND LIGHTING
AT
ELIZABETH FIELD AIRPORT
TOWN OF SOU'rHOLD
FISHERS ISLAND, NEW YORK
APRIL, 1990
Calocerinos & Spina
Engineers, P.C.
1020 Seventh North Street. Liverpool, NY 13088
CONTRACT DOCUMENTS
FOR
OBSTRUCTION REMOVAL
AND LIGHTING
►:
ELIZABETH FIELD AIRPORT
TOWN OF SOUTHOLD
FISHERS ISLAND, NEW YORK
FEDERAL AVIATION ADMINISTRATION
AIRPORT IMPROVEMENT PROGRAM
PROJECT NO. 3-36-0029-03-90
NEW YORK STATE DEPARTMENT OF TRANSPORTATION
PROJECT NO. 0913.03
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Calocerinos & Spi —E- sneers, P.C.
1020 Seven No h'Street 14
Liverpool, eW orW 13Q88
Emanu . C ocerinos, P.E.
January, 1989
TABLE OF CONTENTS
ADVERTISEMENT
GENERAL PROVISIONS
Section 10 - Definition of Terms
Section 20 - Proposal Requirements and Conditions
20-01
- Notice to Contractors
20-02
- Prequalification of Bidders
20-03
- Contents of Proposal Form
20-04
- Issuance of Proposal Forms
20-05
- Interpretation of Estimated Proposal
30-06
Quantities
20-06
- Examination of Plans, Specifications and Site
20-07
- Preparation of Proposal
20-08
- Irregular Proposals
20-09
- Proposal Guarantee
20-10
- Delivery of Proposal
20-11
- Withdrawal of Proposals
20-12
- Public Opening of Proposals
20-13
- Disqualification of Bidders
20-14
- Material Guarantee
20-15
- Requirements for Corporation, Firm,
Partnership or Individual from Different States
20-16
- Public Liability Insurance for
Construction Contract
20-17
- Addenda and Interpretation
20-18
- Sales Tax Exemption
20-19
- State Provisions
20-20
- General Municipal Law and State Finance Law
20-21
- Equal Employment Opportunity Requirements
20-22
- State and Federal Participation
20-23
- Wage Rates
Section 30 - Award and Execution of Contract
30-01
- Consideration of Proposals
30-02
- Award of Contract
30-03
- Cancellation of Award
30-04
- Return of Proposal Guarantee
30-05
- Requirements of Contract Bonds
30-06
- Execution of Contract
30-07
- Approval of Contract
30-08
- Failure to Execute Contract
30-09
- Commencement and Completion
30-10
- Power of Attorney
30-11
- Contract Drawings Furnished to Contractors
TABLE OF CONTENTS
(Continued)
"C
AGREEMENT
GENERAL PROVISIONS
Section 40 - Scope of Work
40-01
- Intent of Contract
40-02
- Alteration of Work and Quantities
40-03
- Omitted Items
40-04
- Extra Work
40-05
- Maintenance of Traffic
40-06
- Removal of Existing Structures
40-07
- Rights In and Use of Materials Found
50-07
In the Work
40-08
- Final Cleaning Up
40-09
- Debris
40-10
- Subsurface Conditions
Section 50 - Control of Work
50-01
- Authority of the Engineer
50-02
- Conformity with Plans and Specifications
50-03
- Coordination of Contract, Plans and
Specifications
50-04
- Cooperation of Contractor
50-05
- Cooperation Between Contractors
50-06
- Construction Layout and Stakes
50-07
- Automatically Controlled Equipment
50-08
- Authority and Duty of Inspectors
50-09
- Inspection of the Work
50-10
- Removal of Unacceptable and Unauthorized
Work
50-11
- Load Restrictions
50-12
- Maintenance During Construction
50-13
- Failure to Maintain the Work
50-14
- Partial Acceptance
50-15
- Final Acceptance
50-16
- Claims for Adjustment and Disputes
50-17
- Shop and Setting Drawings
50-18
- Electrical Shop Drawings
50-19
- Shop Drawing Approval Procedure
50-20
- Removal of Water
50-21
- Sheeting and Bracing
TABLE OF CONTENTS
(Continued)
GENERAL PROVISIONS (Continued)
Section 60 - Control of Materials
60-01 - Source of Supply and Quality Requirements
60-02 - Samples, Tests and Cited Specifications
60-03 - Certification of Compliance
60-04 - Plant Inspection
60-05 - Field Office
60-06 - Storage of Materials
60-07 - Unacceptable Materials
60-08 - Owner -Furnished Materials
Section 70 - Legal Relations and Responsibility to Public
70-01
- Laws to be Observed
70-02
- Permits, Licenses and Taxes
70-03
- Patented Devices, Materials and Processes
70-04
- Restoration of Surfaces Disturbed by
Others
70-05
- Federal Aid Participation
70-06
- Sanitary, Health and Safety Provisions
70-07
- Public Convenience and Safety
70-08
- Barricades, Warning Signs and Hazard
Markings
70-09
- Use of Explosives
70-10
- Protection and Restoration of Property
and Landscape
70-11
- Responsibility for Damage Claims
70-12
- Third Party Beneficiary Clause
70-13
- Opening Sections of the Work to Traffic
70-14
- Contractors Responsibility for Work
70-15
- Contractors Responsibility for Utility
Service and Facilities of Others
70-16
- Furnishing Rights -of -Way
70-17
- Personal Liability of Public Officials
70-18
- No Waiver of Legal Rights
70-19
- Environmental Protection
70-20
- Archaeological and Historical Findings
70-21
- New York State Department of Transportation
Requirements
70-22
- AIP Construction Contract Requirements
70-23
- Special Provisions, Notices and
Certifications Concerning Non -Segregated
Facilities
70-24
- Wage, Labor, EEO Safety, and Disadvantaged
Business Enterprise Requirements
70-25
- General Municipal and State Finance Law
70-26
- New York State Participation
TABLE OF CONTENTS
(Continued)
GENERAL PROVISIONS (Continued)
Section 80
- Prosecution and Progress
80-01
- Subletting of Contract
80-02
- Notice to Proceed
80-03
- Prosecution and Progress
80-04
- Limitation of Operations
80-05
- Character of Workers, Methods and Equipment
80-06
- Temporary Suspension of the Work
80-07
- Determination and Extension of Contract Time
80-08
- Failure to Complete on Time
80-09
- Default and Termination of Contract
80-10
- Termination for National Emergencies
80-11
- General Airport Operating Requirements
80-12 -
Specific Airport Operating Requirements
80-13 -
Night Work
80-14 -
Occupancy Areas
80-15 -
Safety on Airports During Construction
Activities
Section 90 - Measurement and Pavment
90-01
- Measurement of Quantities
90-02
- Scope of Payment
90-03
- Compensation for Altered Quantities
90-04
- Payment for Omitted Items
90-05
- Payment for Extra and Force Account Work
90-06
- Partial Payments
90-07
- Payment for Materials on Hand
90-08
- Acceptance and Final Payment
90-09
- Guarantee
90-10
- Security for Guarantee
90-11
- Lien Law
TABLE OF CONTENTS
(Continued)
GENERAL PROVISIONS (Continued)
Section 80 - Prosecution and Progress
80-01
- Subletting of Contract
80-02
- Notice to Proceed
80-03
- Prosecution and Progress
80-04
- Limitation of Operations
80-05
- Character of Workers, Methods and Equipment
80-06
- Temporary Suspension of the Work
80-07
- Determination and Extension of Contract Time
80-08
- Failure to Complete on Time
80-09
- Default and Termination of Contract
80-10
- Termination for National Emergencies
80-11
- General Airport Operating Requirements
80-12
- Specific Airport Operating Requirements
80-13
- Night Work
80-14
- Occupancy Areas
80-15
- Safety on Airports During Construction
Activities
Section 90 - Measurement and Payment
90-01
- Measurement of Quantities
90-02
- Scope of Payment
90-03
- Compensation for Altered Quantities
90-04
- Payment for Omitted Items
90-05
- Payment for Extra and Force Account Work
90-06
- Partial Payments
90-07
- Payment for Materials on Hand
90-08
- Acceptance and Final Payment
90-09
- Guarantee
90-10
- Security for Guarantee
90-11
- Lien Law
SPECIAL PROVISIONS
FAA
Spec
No. Description
P-151 Clearing and Grubbing
P-152 Excavation and Embankment
P-612 Field Office
P-620 Runway and Taxiway Painting
P-640 Demolition
T-901 Seeding
T-905 Topsoiling
T-908 Mulching
TABLE OF CONTENTS
(Continued)
SPECIAL PROVISIONS (Continued)
L-108
Installation
of Underground Cables
for Airports
L-110
Installation
of Airport Underground
Electrical
Duct
L-125
Installation
of Airport Lighting
Systems
L-128
Maintenance
and Protection of
Traffic
M-100
Mobilization
CONTRACT DRAWINGS
Sheet
No.
Title
1
Title Sheet
2
General Plan
3
Obstruction
Removal and Lighting Plan
4
Grading Plan
and Details
5
Marking Plan
and Details
ADVERTISEMENT
NOTICE TO CONTRACTORS
FOR THE CONSTRUCTION OF
OBSTRUCTION REMOVAL & LIGHTING
AT THE
FISHERS ISLAND AIRPORT - ELIZABETH FIELD
Sealed bids for the construction of Obstruction Removal &
Lighting Contract will be received at the Town Clerk's Office,
53095 Main Road, Southold, New York until 11:00 a.m., local time,
May 3, 1990, and there, at said office, at said time, publicly
opened and read aloud.
This project generally consists of installation of obstruction
lighting including light units, cable and associated electrical
equipment; removal of specified trees within airport property
limits; and removal of terrain in the Runway 25 safety area and
primary surface including excavation and disposal, grading and site
restoration.
The Contract Documents, consisting of the Advertisement,
General Provisions, Bid, Agreement, Special Provisions and Contract
Drawings, may be obtained only from the Town Clerk's Office, 53095
Main Road, Southold, New York, upon deposit of fifty dollars
($50.00) per set (check only). Any bidder, submitting a sealed
bid, upon returning the drawings in good condition within thirty
(30) days of the bid date will be refunded the full amount of his
deposit. Non -bidders will not be refunded their deposits.
Copies of the above-described Contract Documents may be
examined at no expense at the Town Clerk's Office, 53095 Main Road,
Southold, New York (516/765-1801), at the Office of Calocerinos &
Spina Engineers, P.C., 1020 Seventh North Street, Liverpool, New
York (315/457-6711), and at the Fishers Island Ferry District
Office on Fishers Island (516/788-7463).
Each bid must be accompanied by a certified check or bid bond,
in the amount of five percent (5%) of the total amount of the bid
(including alternates) in the form and subject to the conditions
provided in the Notice to Contractors.
Notice of Requirement for Affirmative Action to Ensure Equal
Employment Opportunity (Executive Order 11246, as amended).
(1) The Offeror's or Bidder's attention is called to the
"Equal Opportunity Clause" and the "Standard Federal
Equal Employment Opportunity Construction Contract
Specifications" set forth herein.
(2) The goals for minority and female participation,
expressed in percentage terms for the Contractor's
aggregate work force on all construction work in the
covered area, are as follows:
Goals for Minority
Participation
for Each Trade
5.8%
These goals are applicable
construction work (whether
Federally -assisted) performed
Goals for Female
Participation
6.90
to all the Contractor's
or not it is Federal or
in the covered area.
The Contractor's compliance with the Executive Order and
the regulations in 41 CFR Part 60-4 shall be based on its
implementation of the Equal Opportunity Clause, specific
affirmative action obligations required by the
specifications set forth in 41 CFR Part 60-4.3(a), and
its efforts to meet the goals established for the
geographical area where the contract resulting from this
solicitation is to be performed. The hours of minority
and female employment and training must be substantially
uniform throughout the length of the Contract, and in
each trade, and the Contractor shall make good faith
effort to employ minorities and women evenly on each of
its projects. The transfer of minority or female
employees or trainees from contractor to contractor or
from project to project, for the sole purpose of meeting
the Contractor's goals, shall be a violation of the
Contract, the Executive Order, and the regulations in
41 CFR Part 60-4. Compliance with the goals will be
measured against the total work hours performed.
(3) The Contractor shall provide written notification to the
Director, OFCCP, within 10 working days of award of any
construction subcontract in excess of $10,000 at any tier
for construction work under the Contract resulting from
this solicitation. The notification shall list the name,
address, and telephone number of the subcontractor;
employee identification number; estimated dollar amount
of the subcontract; estimated starting and completion
dates of the subcontract; and the geographical area in
which the Contract is to be performed.
(4) As used in this notice and in the contract resulting from
this solicitation, the "covered area" is Suffolk County,
New York.
Bidders are hereby notified that all bids may be rejected if
the lowest responsive bid received exceeds the Engineer's estimate
by more than seven percent (7%) and it is determined that an award
of Contract would cause excessive inflationary impact.
The right is reserved to waive any informalities in the bid
and to reject any and all bids.
By:
Dated:
Town of Southold
GENERAL PROVISIONS
SECTION 10 - DEFINITION OF TERMS
Whenever the following terms are used in these Specifications,
in the Contract, in any documents or other instruments pertaining
to construction where these Specifications govern, t'.e intent and
meaning shall be interpreted as follows:
10-01. AASHTO. The American Association of State Highway and
Transportation Officials, the successor association to AASHO.
10-02. ACCESS ROAD. The right-of-way, the roadway and all
improvements constructed thereon connecting the airport to a public
highway.
10-03. AIP. The Airport Improvement Program, a grant-in-aid
program, administered by the Federal Aviation Administration.
10-04. ADVERTISEMENT. A public announcement, as required by
local law, inviting bids for work to be performed and materials to
be furnished.
10-05. AIR OPERATIONS AREA. For the purpose of these Specifica-
tions, the term air operations area shall mean any area of the
airport used or intended to be used for the landing, takeoff or
surface maneuvering of aircraft. An air operation area shall
include such paved or unpaved areas that are used or intended to
be used for the unobstructed movement of aircraft in addition to
its associated runway, taxiway or apron.
10-06. AIRPORT. Airport means an area of land or water which is
used or intended to be used for the landing and takeoff of aircraft
and includes its buildings and facilities, if any.
The name of the airport for which bids are being taken is Fishers
Island Airport - Elizabeth Field, Fishers Island, New York.
10-07. ASTM. The American Society for Testing and Materials.
10-08. AWARD. The acceptance, by the Owner, of the successful
bidder's proposal.
10-09. BIDDER. Any individual, partnership, firm or corporation,
acting directly or through a duly authorized representative, who
submits a proposal for the work contemplated.
10-10. BUILDING AREA. An area on the airport to be used,
considered or intended to be used for airport buildings or other
airport facilities or rights-of-way together with all airport
buildings and facilities located thereon.
10 - 1
GENERAL PROVISIONS
SECTION 10 - DEFINITION OF TERMS
10-11. CALENDAR DAY. Every day shown on the calendar.
10-12. CHANGE ORDER. A written order to the Contractor covering
changes in the Plans, Specifications or proposal quantities and
establishing the basis of payment and Contract time adjustment for
the work affected by such changes. The work, covered by a Change
Order, shall be within the scope of the Contract.
10-13. CONTRACT. The written Agreement covering the work to be
performed. The awarded Contract shall include but is not limited
to: The Advertisement; The Contract Form; The Proposal; The
Performance Bond; The Payment Bond; any required insurance certi-
ficates; The Specifications; The Plans; and any addenda issued to
bidders.
10-14. CONTRACT ITEM (PAY ITEM). A specific unit of work for
which a price is provided in the Contract.
10-15. CONTRACT TIME. The number of calendar days or working
days stated in the proposal, allowed for completion of the Con-
tract, including authorized time extensions. If a calendar date
of completion is stated in the proposal, in lieu of a number of
calendar or working days, the Contract shall be completed by that
date.
10-16. CONTRACTOR. The individual, partnership, firm or
corporation primarily liable for the acceptable performance of the
work contracted and for the payment of all legal debts pertaining
to the work who acts directly or through lawful agents or employees
to complete the Contract work.
10-17. DRAINAGE SYSTEM. The system of pipes, ditches and
structures by which surface or subsurface waters are collected and
conducted from the airport area.
10-18. ENGINEER. The individual, partnership, firm or corpora-
tion duly authorized by the Owner (sponsor) to be responsible for
engineering supervision of the Contract work and acting directly
or through an authorized representative.
The Consulting Engineers as a duly authorized representative is
Calocerinos & Spina Engineers, P.C., 1020 Seventh North Street,
Liverpool, New York 13088.
10 - 2
GENERAL PROVISIONS
SECTION 10 - DEFINITION OF TERMS
10-19. EQUIPMENT. All machinery, together with the necessary
supplies for upkeep and maintenance, and also all tools and
apparatus necessary for the proper constructior and acceptable
completion of the work.
10-20. EXTRA WORK. An item of work not provided for in the
awarded Contract, as previously modified by Change Order or
Supplemental Agreement, but which is found by the Engineer to be
necessary to complete the work within the intended scope of the
Contract as previously modified.
10-21. FAA. The Federal Aviation Administration of the U.S.
Department of Transportation. When used to designate a person, FAA
shall mean the Administrator or his duly authorized representative.
Department of Transportation. When used to designate a person, FAA
shall mean the Administrator or his duly authorized representative.
10-22. FEDERAL SPECIFICATIONS. The Federal Specifications and
Standards, and supplements, amendments, and indices thereto are
prepared and issued by the General Services Administration of the
Federal Government. They may be obtained from:
Specifications Activity
Printed Materials Supply Division
Building 197
Naval Weapons Plant
Washington, D. C. 20407
10-23. INSPECTOR. An authorized representative of the Engineer
assigned to make all necessary inspections and/or tests of the work
performed or being performed, or of the materials furnished or
being furnished by the Contractor.
The Inspector shall be represented from the firm of Calocerinos &
Spina Engineers, P.C.
10-24. INTENTION OF TERMS. Whenever, in these Specifications or
on the Plans, the words "directed," "required," "permitted,"
"ordered," "designated," "prescribed," or words of the like import
are used, it shall be understood that the direction, requirement,
permission, order, designation, or prescription of the Engineer is
intended; and similarly, the words "approved," "acceptable,"
"satisfactory," or words of like import, shall mean approved by,
or acceptable to, or satisfactory to the Engineer, subject in each
case to the final determination of the Owner.
10 - 3
GENERAL PROVISIONS
SECTION 10 - DEFINITION OF TERMS
Any reference to a specific requirement of a numbered paragraph of
the Contract Specifications or a cited standard shall be inter-
prPted to include all general requirements of the entire section,
Specification item, or cited standard that may be pertinent to such
specific reference.
10-25. LABORATORY. The official testing laboratories of the
Owner or such other laboratories as may be designated by the
Engineer.
10-26. LIGHTING. A system of fixtures providing or controlling
the light sources used on or near the airport or within the airport
buildings. The field lighting includes all luminous signals,
markers, floodlights, and illuminating devices used on or near the
airport or to aid in the operation of aircraft landing at, taking
off from or taxiing on the airport surface.
10-27. MAJOR AND MINOR CONTRACT ITEMS. A major Contract Item
shall be any item that is listed in the proposal, the total cost
of which is equal to or greater than ten percent (10%) of the total
amount of the awarded Contract. All other items shall be
considered minor Contract Items.
10-28. MATERIALS. Any substance specified for use in the con-
struction of the Contract work.
10-29. NOTICE TO PROCEED. A written notice to the Contractor to
begin the actual Contract work on a previously agreed to date. If
applicable, the Notice to Proceed shall state the date on which the
Contract time begins.
10-30. OWNER (SPONSOR). The term Owner shall mean the party of
the first part or the contracting agency signatory to the Contract.
For AIP Contracts, the term sponsor shall have the same meaning as
the term Owner.
Whenever the words "Owner", "Town", "Town of Southold" or "Party
of the First Part" are used, the same are understood to mean the
Town of Southold, New York or its representative duly authorized
to act.
10-31. PAVEMENT. The combined surface course, base course, and
subbase course, if any, considered as a single unit.
10-32. PAYMENT BOND. The approved form of security furnished by
the Contractor and his surety as a guaranty that he will pay in
full all bills and accounts for materials and labor used in the
10 - 4
GENERAL PROVISIONS
SECTION 10 - DEFINITION OF TERMS
construction of the work.
10-33. PERFORMANCE BOND. The approved forn.of security furnished
by the Contractor and his surety as a guaranty that the Contractor
will complete the work in accordance with the terms of the
Contract.
10-34. PLANS. The official drawings or exact reproductions,
approved by the Engineer, which show the location, character,
dimensions and details of the airport and the work to be done and
which are to be considered as a part of the Contract, supplementary
to the Specifications.
10-35. PROJECT. The agreed scope of work for accomplishing
specific airport development with respect to a particular airport.
This project generally consists of installation of obstruction
lighting including light units, cable and associated electrical
equipment; removal of specified trees within airport property
limits; and removal of terrain in the Runway 25 safety area and
primary surface including excavation and disposal, grading and site
restoration.
10-36. PROPOSAL. The written offer of the bidder (when submitted
on the approved proposal form) to perform the contemplated work
and furnish the necessary materials in accordance with the provi-
sions of the Plans and Specifications.
10-37. PROPOSAL GUARANTY. The security furnished with a proposal
to guarantee that the bidder will enter into a Contract if his
proposal is accepted by the Owner.
10-38. RUNWAY. The area on the airport prepared for the landing
and takeoff of aircraft.
10-39. SPECIFICATIONS. A part of the Contract containing the
written directions and requirements for completing the Contract
work. Standards for specifying materials or testing which are
cited in the Contract Specifications by reference shall have the
same force and effect as if included in the Contract physically.
10-40. STRUCTURES. Airport facilities; such as, bridges,
culverts, catch basins, inlets, retaining walls, cribbing, storm
and sanitary sewer lines, water lines, underdrains'electrical
ducts, manholes, handholes, lighting fixtures and bases, trans-
formers, flexible and rigid pavements, navigational aids, build-
ings, vaults, and other manmade features of the airport that may
10 - 5
GENERAL PROVISIONS
SECTION 10 - DEFINITION OF TERMS
10-40. STRUCTURES. (Continued)
be encountered in the work and not otherwise classified herein.
10-�-41. SUBGRADE. The soil which forms the pavement foundation.
10-42. SUPERINTENDENT. The Contractor's executive representative
who is present on the work during progress, authorized to receive
and fulfill instructions from the Engineer, and who shall supervise
and direct the construction.
10-43. SUPPLEMENTAL AGREEMENT. A written Agreement between the
Contractor and the Owner covering: 1) work that would increase or
decrease the total amount of the awarded Contract, or any major
Contract Item, by more than twenty-five percent (25%), such
increased or decreased work being within the scope of the origi-
nally -awarded Contract, or 2) work that is not within the scope of
the originally -awarded Contract.
10-44. SURETY. The corporation, partnership, or individual,
other than the Contractor, executing payment or performance bonds
which are furnished to the Owner by the Contractor.
10-45. TAXIWAY. For the purpose of this document, the term
taxiway means the portion of the air operations area of an airport
that has been designated by competent airport authority for
movement of aircraft to and from the airport's runways or aircraft
parking areas.
10-46. WORK. The furnishing of all labor, materials, tools,
equipment, and incidentals necessary or convenient to the Contrac-
tor's performance of all duties and obligations imposed by the
Contract, Plans, and Specifications.
10-47. WORKING DAY. A working day shall be any day other than
a legal holiday, Saturday, or Sunday, on which the normal working
forces of the Contractor may proceed with regular work for at least
six (6) hours toward completion of the Contract. Unless work is
suspended for causes beyond the Contractor's control, Saturdays,
Sundays and holidays on which the Contractor's forces engage in
regular work, requiring the presence of an inspector, will be
considered as working days.
10-48. DATUM. All elevations shown on the Plans refer to USGS
Datum.
10 - 6
GENERAL PROVISIONS
SECTION 10 - DEFINITION OF TERMS
10-49. EQUIVALENTS. Whenever in these Specifications any
particular brand, material or device is specified, with or without
the term "or equal" or "other approved" or similar qualification,
it is to be regarded as indicating the standard of excellence
required. Another brand, material or device of equal merit in the
opinion of the Engineer may be used, provided that the Contractor
in his bid or proposal has stated what article he proposed to
furnish in place of that specified. In case no such statement is
made, the Contractor will be considered to contemplate the parti-
cular goods named.
10-50. RESIDENT ENGINEER. The representative of the Owner
directly in charge of the work.
For this project, the Resident Engineer will be the firm of
Calocerinos & Spina Engineers, P.C.
10 - 7
GENERAL PROVISIONS
SECTION 20 - PROPOSAL REQUIREMENTS AND CONDITIONS
20-01. Notice to Contractors.
Sealed proposals will be received by the Town Clerk's Office,
53095 Main Road, Southold, New York at 11:00, local time, on
May 3, 1990 for the construction of the Obstruction Removal and
Lighting Contract in accordance with the plans and specifications
of file at said office, where they may be examined.
This project generally consists of installation of obstruction
lighting including light units, cable and associated electrical
equipment; removal of specified trees within airport property
limits; and removal of terrain in the Runway 25 safety area and
primary surface including excavation and disposal, grading and site
restoration.
The Contract Documents, consisting of the Advertisement,
General Provisions, Bid, Agreement, Special Provisions and Contract
Drawings may be obtained from the Town Clerk's Office, 53095 Main
Road, Southold, New York upon deposit of fifty dollars ($50.00)
(check only) per set. Any bidder, submitting a sealed bid, upon
returning the drawings in good condition within thirty (30) days
of the bid date will be refunded the full amount of his deposit.
Non -bidders will not be refunded their deposits.
Parties failing to conform to the above conditions within the
prescribed allotted time shall forfeit their deposits as heretofore
set forth and shall have no recourse against the Town of Southold
for refunds of the Plans and Specifications deposit.
Each bid must be made upon the printed proposal, which is part
of this notice, sealed with a standard envelope and endorsed upon
the outside of the envelope with the name of the work to which the
enclosed bid relates.
Each bid must be accompanied by a certified check or bid bond
payable to the Order of the Town of Southold in the sum of five
percent (5%) of the total amount of the bid for the Contract. All
such deposits will be returned to all except the three (3) lowest
formal bidders on the Contract within five (5) days after the
formal opening of bids and the remaining deposits, except that of
the bidder whose bid has been accepted, will be returned within
three (3) days after the approval of the Owner's attorney of the
executed Contract and the insurance and security furnished, or if
no Contract has been so executed, within thirty (30) days after the
date of the opening of bids, upon demand of the bidder at any time
thereafter so long as he has not been notified of the acceptance
of the bid.
20 - 1
GENERAL PROVISIONS
SECTION 20 - PROPOSAL REQUIREMENTS AND CONDITIONS
DO NOT REMOVE the bid forms from this book. All Contract
Documents, except the separately bound Contract Drawings, must be
submitted with the bid.
Each bidder is required to state in his bid the names and
places of residence of any and all persons interested in the bid;
that the bid is made without any connection with any person making
another bid for the same contract; and that it is in all respects
fair and without collusion or fraud.
Any bid may be withdrawn prior to the scheduled time for the
opening of bids or authorized postponement thereof. No bid will
be accepted from or Contract awarded to any person who is in
arrears to the Owner upon debt of Contract or who is in default,
as Surety or otherwise, upon any obligations to the said Owner.
Bids will be compared, computed and canvassed on the basis of
the approximate estimate and quantities stated in the bid.
Notice of Requirement for Affirmative Action to Ensure Equal
Employment Opportunity (Executive Order 11246, as amended).
(1) The Offeror's or Bidder's attention is called to the
"Equal Opportunity Clause" and the "Standard Federal
Equal Employment Opportunity Construction Contract
Specifications" set forth herein.
(2) The goals for minority and female participation,
expressed in percentage terms for the Contractor's
aggregate work force on all construction work in the
covered area, are as follows:
Goals for Minority
Participation
for Each Trade
5.8%
Goals for Female
Participation
6.9%
These goals are applicable to all the Contractor's
construction work (whether or not it is Federal or
Federally -assisted) performed in the covered area.
The Contractor's compliance with the Executive Order and
the regulations in 41 CFR Part 60-4 shall be based on its
implementation of the Equal Opportunity Clause, specific
affirmative action obligations required by the
specifications set forth in 41 CFR Part 60-4.3(a), and
its efforts to meet the goals established for the
20 - 2
GENERAL PROVISIONS
SECTION 20 - PROPOSAL REQUIREMENTS AND CONDITIONS
geographical area where the contract resulting from this
solicitation is to be performed. The hours of minority
and female employment and training must be substantially
uniform throughout the length of the Contract, and in
each trade, and the Contractor shall make good faith
effort to employ minorities and women evenly on each of
its projects. The transfer of minority or female
employees or trainees from contractor to contractor or
from project to project, for the sole purpose of meeting
the Contractor's goals, shall be a violation of the
Contract, the Executive Order, and the regulations in
41 CFR Part 60-4. Compliance with the goals will be
measured against the total work hours performed.
(3) The Contractor shall provide written notification to the
Director, OFCCP, within 10 working days of award of any
construction subcontract in excess of $10,000 at any tier
for construction work under the Contract resulting from
this solicitation. The notification shall list the name,
address, and telephone number of the subcontractor;
employee identification number; estimated dollar amount
of the subcontract; estimated starting and completion
dates of the subcontract; and the geographical area in
which the Contract is to be performed.
(4) As used in this notice and in the contract resulting from
this solicitation, the "covered area" is Suffolk County,
New York.
Bidders are hereby notified that all bids may be rejected if
the lowest responsive bid received exceeds the Engineer's estimate
by more than seven percent (70) and it is determined that an award
of Contract would cause excessive inflationary impact.
The right is reserved to waive any informalities in the bid
and to reject any and all bids.
20-02. Prequalification of Bidders.
Each bidder may be required to furnish the Owner satisfactory
evidence of his competency to perform the proposed work. Such
evidence of competency, unless otherwise specified, shall consist
of statements covering the bidder's past experience on similar
work, a list of equipment that would be available for the work, and
a list of key personnel that would be available. In addition, each
bidder may be required to furnish the Owner satisfactory evidence
of his financial responsibility. Such evidence of financial
20 - 3
GENERAL PROVISIONS
SECTION 20 - PROPOSAL REQUIREMENTS AND CONDITIONS
responsibility, unless otherwise specified, shall consist of a
confidential statement or report of the bidder's financial
resources and liabilities as of the last calendar year or the
Contractor's last fiscal year. Such statements or reports shall
be certified by a public accountant. At the time of submitting
such financial statements or reports, the bidder shall further
certify whether his financial responsibility is approximately the
same as stated or reported by the public accountant. If the
bidder's financial responsibility has changed, the bidder shall
qualify the public accountant's statement or report to reflect his
(bidder's) true financial condition at the time such qualified
statement or report is submitted to the Owner.
Each bidder shall submit "evidence of competency" and
"evidence of financial responsibility" to the Owner within forty-
eight (48) hours after the time such evidence is requested.
20-03. Contents of Proposal Forms.
The Owner shall furnish bidders with proposal forms. All
papers bound with or attached to the proposal forms are necessary
parts and must not be detached.
The Plans, Specifications, and other documents designated in
the proposal form shall be considered a part of the proposal.
20-04. Issuance of Proposal Forms.
The Owner reserves the right to refuse to issue a proposal
form to a prospective bidder should such bidder be in default for
any of the following reasons:
(a) Failure to comply with any prequalification regulations
of the Owner, if such regulations are cited, or otherwise
included, in the proposal as a requirement for bidding.
(b) Failure to pay, or satisfactorily settle, all bills due
for labor and materials on former contracts in force
(with the Owner) at the time the Owner issues the
proposal to a prospective bidder.
(c) Contractor default under previous contracts with the
Owner.
(d) Unsatisfactory work on previous contracts with the Owner.
20 - 4
GENERAL PROVISIONS
SECTION 20 - PROPOSAL REQUIREMENTS AND CONDITIONS
20-05. Interpretation of Estimated Proposal Quantities
An estimate of quantities of work to be done and materials to
be furnished under these Specifications is given in the proposal.
It is the result of careful calculations and is believed to be
correct. It is given only as a basis for comparison of proposals
and the award of the Contract. The Owner does not expressly or by
implication agree that the actual quantities involved will
correspond exactly therewith; nor shall the bidder plead
misunderstanding or deception because of such estimates of
quantities, or of the character, location, or other conditions
pertaining to the work. Payment to the Contractor will be made
only for the actual quantities of work performed or materials
furnished in accordance with the Plans and Specifications. It is
understood that the quantities may be increased or decreased as
hereinafter provided in the subsection titled ALTERATION OF WORK
AND QUANTITIES of Section 40 without in any way invalidating the
unit bid prices.
20-06. Examination of Plans, Specifications, and Site
The bidder is expected to carefully examine the site .of the
proposed work, the proposal, Plans, Specifications, and Contract
forms. He shall satisfy himself as to the character, quality, and
quantities of work to be performed, materials to be furnished, and
as to the requirements of the proposed Contract. The submission
of a proposal shall be prima facie evidence that the bidder has
made such examination and is satisfied as to the conditions to be
encountered in performing the work and as to the requirements of
the proposed Contract, Plans and Specifications.
Boring logs and other records of subsurface investigations and
tests, if applicable, are available for inspection of bidders. It
is understood and agreed that such subsurface information, whether
included in the Plans, Specifications, or otherwise made available
to the bidder, was obtained and is intended for the Owner's design
and estimating purposes only. Such information has been made
available for the convenience of all bidders. It is further
understood and agreed that each bidder is solely responsible for
all assumptions, deductions, or conclusions which he may make or
obtain from his examination of the boring logs and other records
of subsurface investigations and tests that are furnished by the
Owner.
20 - 5
GENERAL PROVISIONS
SECTION 20 - PROPOSAL REQUIREMENTS AND CONDITIONS
20-07. Preparation of Proposal.
The bidder shall submit his propr3al on the forms attached
hereto. All blank spaces in the proposal forms must be correctly
filled in where indicated for each and every item for which a
quantity is given. The bidder shall state the price (written in
ink or typed) both in words and numerals for which he proposes to
do each payment item furnished in the proposal. In case of
conflict between words and numerals, the words, unless obviously
incorrect, shall govern. DO NOT round off numerals.
The bidder shall sign his proposal correctly and in ink. If
the proposal is made by an individual, his name and post office
address must be shown. If made by a partnership, the name and post
office address of each member of the partnership must be shown.
If made by a corporation, the person signing the proposal shall
give the name of the State under the laws of which the corporation
was chartered and the name, titles, and business address of the
president, secretary, and the treasurer. Anyone signing a proposal
as an agent shall file evidence of his authority to do so and that
the signature is binding upon the firm or corporation.
20-08. Irregular Proposals.
Proposals shall be considered irregular for the following
reasons:
(a) If the proposal is on a form other than that furnished
by the Owner, or if the Owner's form is altered, or if
any part of the proposal form is detached.
(b) If there are unauthorized additions, conditional or
alternate pay items, or irregularities of any kind which
make the proposal incomplete, indefinite, or otherwise
ambiguous.
(c) If the proposal does not contain a unit price for each
pay item listed in the proposal, except in the case of
authorized alternate pay items, for which the bidder is
not required to furnish a unit price.
(d) If the proposal contains unit prices that are obviously
unbalanced.
(e) If the proposal is not accompanied by the proposal
guaranty specified by the Owner.
20 - 6
GENERAL PROVISIONS
SECTION 20 - PROPOSAL REQUIREMENTS AND CONDITIONS
For AIP Contracts, proposals shall be considered irregular for
any of the reasons stated and, in addition, if the proposal is
"nonresponsive" with respect to the requirements of Part 152 of the
Federal Aviation Regulation as specified in the proposal form.
The Owner reserves the right to reject any irregular proposal
and the right to waive technicalities if such waiver is in the best
interest of the Owner and conforms to local laws and ordinances
pertaining to the letting of construction contracts.
20-09. Proposal Guaranty.
Each separate proposal shall be accompanied by a certified
check or bid bond payable to the Town of Southold in an amount not
less than five percent (5%) of the bid.
Where alternate items are included in the bid, the amount of
bid security shall be not less than five percent (5%) of the base
bid and alternate or combination of alternates that result in the
highest bid.
20-10. Delivery of Proposal.
Each proposal submitted shall be placed in a sealed envelope
plainly marked with the project number, location of airport, and
name and business address of the bidder on the outside. When sent
by mail, preferably registered, the sealed proposal, marked as
indicated above, should be enclosed in an additional envelope. No
proposal will be considered unless received at the place specified
in the advertisement before the time specified for opening all
bids. Proposals received after the bid opening time shall be
returned to the bidder unopened.
20-11. Withdrawal of Proposals
A bidder may withdraw or revise (by withdrawal of one proposal
and submission of another) a proposal provided that that bidder's
request for withdrawal is received by the Owner in writing or by
telegram before the time specified for opening bids. Revised
proposals must be received at the place specified in the Advertise-
ment before the time specified for opening all bids.
20-12. Public Opening of Proposals
Proposals shall be opened and read, publicly at the time and
place specified in the Advertisement or Notice to Contractors.
Bidders, their authorized agents, and other interested persons are
20 - 7
GENERAL PROVISIONS
SECTION 20 - PROPOSAL REQUIREMENTS AND CONDITIONS
invited to attend. Proposals received after the time specified for
opening bids shall be returned to the bidder unopened.
20-13. Disqualification of Bidders.
A bidder shall be considered disqualified for any of the
following reasons:
(a) Submitting more than one proposal from the same partner-
ship, firm, or corporation under the same or different
name.
(b) Evidence of collusion among bidders. Bidders participa-
ting in such collusion shall be disqualified as bidders
for any future work of the Owner until any such partici-
pating bidder has been reinstated by the Owner as a
qualified bidder.
(c) If the bidder is considered to be in "default" for any
reason specified in the subsection titled ISSUANCE OF
PROPOSAL FORMS of this section.
20-14. Material Guarant
Before any Contract is awarded, the bidder may be required to
furnish a complete statement of the origin, composition, or
manufacture of any or all materials proposed to be used in the
construction of the work, together with samples, which may be
subjected to the tests provided for in these Specifications to
determine their quality and fitness for the work.
20-15. Reguirements for Corporation, Firm, Partnership, or
Individual From Different States.
Before any Contract is awarded, a bidder from another State
or possession, other than that in which the proposed work is
located, must conform to the statutes of that State and may be
required to furnish a certificate from the Secretary of State
showing that he is authorized to do business in the State or
possession.
20-16. Public Liability Insurance for Construction Contract.
The Contractor is hereby advised that the insurance require-
ments specified in this section shall be provided. Additional
insurance requirements of the State of New York are specified in
Section 70-21, Subsection C and any additional requirements or
20 - 8
GENERAL PROVISIONS
SECTION 20 - PROPOSAL REQUIREMENTS AND CONDITIONS
increased limits included therein shall also be provided.
The Contractor and each Subcontractor, at his own expense,
shall procure and maintain until final acceptance by the Owner, of
the work covered by the Contract, insurance for liability for
damages imposed by law of the kinds and in the amounts hereinafter
provided, in insurance companies authorized to do such business in
the State covering all operations under the Contract whether
performed by the Contractor or by Subcontractors. Before commen-
cing the work, the Contractor and each Subcontractor shall furnish
to the Owner one (1) copy of the original policy or certified copy
thereof together with four (4) duplicate copies for each of the
kinds of insurance required, issued specifically for this Contract.
No endorsements of existing policies will be accepted. In
addition, five (5) certificates of insurance shall be furnished
satisfactory in form to the Owner showing that the Contractor and
each Subcontractor has complied with this Section. The policies
and certificates shall provide that the policies shall not be
changed or cancelled until thirty (30) days after written notice
to the Owner. Property damage insurance must in all instances
include coverage for explosion, collapse and underground operations
(X C U hazards).
The kinds and amounts of insurance are as follows:
A. Liability and Property Damage Insurance. Unless otherwise
specifically required, each policy with limits of not less
than:
Bodily Iniury Liability Property Damage Liability
Each Person Each Occurrence Each Accident Aggregate
$1,000,000 $3,000,000 $1,000,000 $3,000,000
for all damages arising during the policy period shall be
furnished in the following specified types:
1. Contractor's Liability Insurance issued to and providing
coverage to the Contractor for liability for damages
imposed by law upon the Contractor with respect to all
work performed by him under the Contract.
2. Contractor's Liability Insurance issued to and providing
coverage to each Subcontractor for liability for damages
imposed by law upon each Subcontractor with respect to
20 - 9
GENERAL PROVISIONS
SECTION 20 - PROPOSAL REQUIREMENTS AND CONDITIONS
all work performed by said Subcontractor under the
contract.
3. Contractor's Protective Liability Insurance issued to and
providing coverage to the Contractor for liability for
damages imposed by law upon the Contractor with respect
to all work under the Contract performed for the
Contractor by Subcontractors.
4. Protective Liability Insurance issued to and providing
coverage to the Owner, the Federal Aviation
Administration (FAA), the State of New York including the
Commissioner and all employees or other representatives
of each of them, both officially and personally for all
liability for damages with respect to all operations
under the Contract, including omissions and supervisory
acts of the Owner, the FAA, the State including the
Commissioner and their employees or other
representatives.
5. Contractual Liability Insurance issued to and providing
coverage to the Owner for liability imposed by Contract
upon the Owner for work performed on private land with
respect to all operations under the contract by the
Contractor or by his Subcontractors.
6. Completed Operations Liability Insurance issued to and
providing coverage to the Contractor for liability for
damages imposed by law upon the Contractor and each
Subcontractor arising between the date of the
certification of completion of the work and the date of
expiration of the guarantee.
B. Automobile Insurance. Automobile public liability and
property damage insurance covering all claims against the
Contractor, each Subcontractor and the Owner, as a result of
work under the contract, shall be provided by the Contractor
in the following amounts.
Bodily Iniury Liability
Each Person
$1,000,000
Each Accident
$3,000,000
20 - 10
Property Damage Liability
Each Accident
$1,000,000
GENERAL PROVISIONS
SECTION 20 - PROPOSAL REQUIREMENTS AND CONDITIONS
20-17. Addenda and Interuretation.
No interpretation of the meaning of the Plans, Specifications
and other portion of the Contract Documents will be made orally.
Every request for such interpretation must be in writing and
addressed to Calocerinos & Spina Engineers, P.C., 1020 Seventh
North Street, Liverpool, New York 13088, and to be given
consideration must be received at the above address at least seven
(7) days prior to the date fixed for opening of bids. Any and all
such interpretations and any supplemental instructions will be in
the form of written addenda, which, when issued, will be sent by
registered mail, with return receipt requested, to all holders of
Contract Documents at the respective addresses furnished for such
purposes, not later than twenty-four (24) hours prior to the date
fixed for the opening of bids. Failure of any Bidder to receive
any such addenda or interpretation shall not relieve said Bidder
from any obligation under his bid as submitted. All addenda so
issued shall become part of the Contract Documents.
20-18. Sales Tax Exemption.
The Owner is exempt from payment of Sales and Compensating Use
Taxes of the State of New York and of cities and counties on all
materials and supplies sold to the Owner pursuant to the provisions
of this Contract. These taxes are not to be included in bids.
This exemption does not, however, apply to tools, machinery,
equipment or other property leased by or to the Contractor or a
Subcontractor to materials and supplies of any kind which will not
be incorporated into the completed project, and the Contractor and
his Subcontractors shall be responsible for and pay any and all
applicable taxes including Sales and Compensating Use Taxes on such
leased tools, machinery, equipment or other property or on such
unincorporated materials and supplies, and the provisions set forth
below will not be applicable to such tools, machinery, equipment,
property and unincorporated materials and supplies.
The Contractor agrees to sell, free of encumbrances, and the
Owner agrees to purchase all of the materials and supplies (except
as above set forth) required, necessary or proper for or incidental
to the construction of the Project covered by this agreement.
Title to all materials and supplies to be sold by the Contractor
to the Owner, pursuant to the provisions of the Contract, shall
immediately vest in and become the sole property of the Owner upon
delivery of such materials and supplies to the Project site. The
Contractor shall mark or otherwise identify all such materials and
supplies as the property of the Owner. The Contractor, at the
20 - 11
GENERAL PROVISIONS
SECTION 20 - PROPOSAL REQUIREMENTS AND CONDITIONS
request of the Owner, shall furnish to the Owner such confirmatory
bills of sale and other instruments as may be required by it,
properly executed, acknowledged and delivered, confirming to the
Owner, title to such materials and supplies free of encumbrances.
In the event that after title has passed to the Owner any of
such materials and supplies are rejected as being defective or
otherwise unsatisfactory, title to all such materials and supplies
shall upon such rejection revest in the Contractor.
The sum paid under this Agreement shall be deemed to be in
full consideration for the performance by the Contractor of all his
duties and obligations under this Agreement in connection with said
sale.
The Contractor agrees to construct the Project and to furnish
and perform all work and labor required, necessary or proper for
or incidental thereto, except that the materials and supplies sold
to the Owner under the preceding paragraph shall be furnished by
the Owner to the Contractor for use in the performance of said work
and labor, and the sum paid pursuant to this Agreement shall be
deemed to be in full consideration for the performances by the
Contractor of all his duties and obligations under this Agreement
in connection with said work and labor.
The purchase by the Contractor of the materials and supplies
sold hereunder will be a purchase or procurement for resale to the
Owner (an organization described in subdivision (a) of Sec. 1116
of the Tax Law of the State of New York) and therefore not subject
to the New York State Sales or Compensating Use or any such taxes
of cities and counties. The sale of such materials and supplies
by the Contractor to the Owner will not be subject to the aforesaid
Sales and Compensating Use Taxes.
The purchase by Subcontractors of materials and supplies to
be sold hereunder will also be a purchase or procurement for resale
to the Contractor (either directly or through other Subcon-
tractors), and ultimately to the Owner, and therefore not subject
to the aforesaid Sales and Compensating Use Taxes, provided that
the Subcontract Agreements provide for the resale of such materials
and supplies prior to and separate and apart from the incorporation
of such materials and supplies into the permanent construction and
that such Subcontract Agreements are in a form similar to this
Contract with respect to the separation of the sale of materials
and supplies from the work and labor to be provided.
If as a result of such sale of materials and supplies (1) any
20 - 12
GENERAL PROVISIONS
SECTION 20 - PROPOSAL REQUIREMENTS AND CONDITIONS
claim is made against the Contractor of any Subcontractor by the
State of New York or any city or county for Sales or Compensating
Use Taxes on the aforementioned materials and supplies or (2) any
claim is made against the Contractor or any Subcontractor by a
materialman or a Subcontractor on account of a claim against such
materialman or Subcontractor by the State of New York or any city
or county for Sales or Compensation Use Taxes on the afore-
mentioned materials and supplies, then, if the Contractor and
Subcontractor have complied with the provisions of this Contract
relating thereto, the Owner will reimburse the Contractor or any
Subcontractor, as the case may be, for an amount equal to the
amount of such tax required to be paid in accordance with the
requirements of law, provided that:
1. (a) The Subcontract Agreements in connection with this
Contract, provide for the resale of such materials and
supplies, prior to and separate and apart, from the
incorporation of such materials and supplies into the
permanent construction.
(b) Such Subcontract Agreements are in a form similar to this
Contract with respect to the separation of the sale of
materials and supplies from the other work and labor to
be provided, and
(c) Such separation is actually followed in practice,
including the separation of payments for materials and
supplies from the payments for other work and labor, and
2. The Contractor and his Subcontractors and materialmen complete
New York State Sales Tax Form ST120.1. (Contractor Exempt
Purchase Certificate), and furnish such certificate to all
persons, firms or corporations from which they purchase
materials and supplies for the performance of the work covered
by this Contract, and
3. The Contractor and all Subcontractors maintain and keep, for
a period of six (6) years after the date of final payment for
the sale, or, if a claim for Sales or Compensating Use Tax is
pending or threatened at the end of such six (6) year period,
until such claim is finally settled, records, which in the
judgment of the Department of Taxation and Finance, adequately
show (1) all materials and supplies purchased by them for
resale, pursuant to the provisions of this Contract and (2)
all materials and supplies sold to the Owner pursuant to the
provisions of this Contract, and
20 - 13
GENERAL PROVISIONS
SECTION 20 - PROPOSAL REQUIREMENTS AND CONDITIONS
4. The Owner is afforded the opportunity, before any payment of
tax is made, to contest said claim in the manner and to the
extent that the Owner may choose and to settle or satisfy said
claims, and such attorney as the Owner may designate is
authorized to act for the purpose of contesting, settling and
satisfying said claim, and
5. The Contractor and Subcontractor give immediate notice to the
Owner of any such claim, cooperate with the Owner and its
designated attorney in contesting said claim and furnish
promptly to the Owner and said attorney all information and
documents necessary or convenient for contesting said claim,
said information and documents to be preserved for six (6)
years after date of final payment for the sale, or if such a
claim is pending or threatened at the end of such six (6)
years, until such claim is finally settled. If the Owner
elects to contest any such claim, it will bear the expense of
such contest.
Nothing in this Article is intended or shall be construed as
relieving the Contractor from his obligations under this Agreement
and the Contractor shall have the full continuing responsibility
to install the materials and supplies purchased in accordance with
the provisions of this Contract, to protect the same, to maintain
them in proper condition and to forthwith repair, replace and make
good any damage thereto without cost to the Owner until such time
as the work covered by the Contract is fully accepted by the Owner.
20-19. State Provisions.
The bidder's attention is directed to Section 70-21 and 70-26
of the General Provisions for Contract Provisions required by the
State.
20-20. General Municipal Law and State Finance Law.
The bidder's attention is directed to Section 70-25 of the
General Provisions for provisions relating to the General Municipal
Law and State Finance Law.
20-21. Equal Employment Opportunity Requirements.
The bidder's attention is directed to Section 70-23 and 70-
24 of the General Provisions relating to Special Provisions,
Notices and Certifications Concerning Non -segregated Facilities,
Wage, Labor, EEO and Safety Requirements.
20 - 14
GENERAL PROVISIONS
SECTION 20 - PROPOSAL REQUIREMENTS AND CONDITIONS
20-22. State and FederalParticipation.
Part of the cost of this project will be funded by the
New York State Department of Transportation under Project No.
0913.03 and the Federal Aviation Administration under the Airport
Improvement Program, Project No. 3-36-0029-03-90.
20-23. Wage Rates.
Pursuant to provisions of Section 220-A of the Labor Law, as
amended, provides that it shall be the duty of the fiscal officer
to make a determination of the schedule of minimum wages to be paid
to all laborers, workmen and mechanics for work to be done under
terms of this Contract. The amount of supplements listed on the
enclosed schedules does not necessarily include all types of
prevailing supplements in the locality and a future determination
of the Industrial Commissioner may require the Contractor to
provide additional supplements.
The following wage rates have been filed:
(a) United States Department of Labor - Decision of the
Secretary
(b) State of New York Department of Labor, prevailing Wage
Rate Schedule
"Whenever wage rates for the same occupation are different the
Contractor shall pay the highest wage rates."
20 - 15
STATE OF NEW YORK
DEPARTMENT OF LABOR
BUREAU OF PUBLIC WORK
STATE OFFICE BUILDING CAMPUS
ALBANY, NY 12240
T/0 Southold
to: Mark Petranchuk
Calocerinos 8 SpYna Engineers
1020 SeventhNo.St.
Liverpool, NY
13088
Schedule Type -COMPLETE
Date 09/25/89
Refer to:
PREVAILING RATE CASE N0.
PRC 8907087 SUFFOLK COUNTY
Location and Type of Project
Obstruction Removal 8
Lighting -Elizabeth
Field -Fishers Island
T/0 Southold
78
W
In response to your request, enclosed are schedules of the prevailing hourly wage
rates and the prevailing hourly supplements for the above project, together with copies of
the Notice of Contract Let (Pw-16) for your use. The schedules must be annexed to and
form a part of the specifications for this project when it is advertised for bids. These
schedules have been prepared and forwarded in accordance with Section 220 of the Labor
Law, which provides that it shall be the duty of the fiscal officer to ascertain and
determine the schedules of supplements to be provided and wages to be paid to workers,
laborers and mechanics employed on public work projects, and to file such schedules with
the department having jurisdiction.
The attached rates are based on the latest information available to the Department of
Labor, Bureau of Public Work. Care should be taken to review the rates for obvious
errors. It is the responsiblility of the Public Work contractor to use the proper rate.
Any corrections should be brought to the Department's attention immediately
This schedule is applicable only from July 1, 1989 through June 30, 1990, unless
otherwise noted. If your project goes beyond the period covered by this determination, a
new determination should be requested when this schedule expires
Note: A 1983 AMENDMENT TO SECTION 220 OF THE LABOR LAW REQUIRES THE PRESERVATION OF
ORIGINAL OR TRANSCRIPTS OF PAYROLL RECORDS FOR THREE YEARS FROM THE DATE OF COMPLETION OF
THE WORK IN THE AWARDED CONTRACT.
Very truly yours,
CHARLES C. DROBNER,
DIRECTOR
NOTICE TO CONTRACTING AGENCIES :
Upon cancellation or completion of
this project, enter the necessary
information and return this page to
the ALBANY OFFICE of the BUREAU at
the address listed below:
PROJECT HAS BEEN
Date Completed
Date Cancelled
Date Postponed
Until
Signature
Title
Contracting
Agency
=or Add,tiona' 7rformat,cr, contact the fo'lowing District Offices:
St Of` Slog #'2. Camous 47pany N Y 12240 65 CCUrt St ,Buffalo N 14202
'55 Ma,n Street west, PocneSter N Y 14614 221 wasn,ngtor St.,Binghamton N Y '3gO1
'S Fulton Ove Hempstead N Y 11550 333 East riashington St .Syracuse N Y 13202
2C%-Ge-esee St J�
. ca N ' 35C� 30 3'er. St ,Wr to Pains N Y 10603
Pw-20C (6-85) docm: letteri,a
CONTRACT REQUIREMENTS
Each public work contract to which the State, a public benefit corporation, a
municipal corporation or a commission appointed pursuant to law is a party and which
may involve the employment of laborers, workers or mechanics, shall comply with the
requirements of Article 8 (Sections 220-223) of the New York State Labor Law:
1. No laborer, worker or mechanic in the employ of the contractor, subcontractor or
other person doing or contracting to do the whole or 'a part of the work
contemplated by the contract shall be permitted or required to work more than
eight hours in any one calendar day or more than five days in any one week except
in the extraordinary emergencies set forth in the Labor Law or where a
dispensation is granted by the Commissioner of Labor. (See Section 220.2)
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 oe oaid
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, snail 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))
(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 oublic improvement contractor or is
Subccntractcr, upon receipt ne original schedule and ary suC-
sequently.issued schedules, shall provide to such cont -actor or s.;C-
contractor a verified statement attesting that the subcontractor nas
received the wage schedule and w111 pay or provide the aool•.can'e rate
o` wages and supp'ements specified therein :See Sectlon 22C -a.
PW -3 (12-88)
ATTENTION: ALL CONTRACTORS AND SUBCONTRACTORS
ENGAGED ON PUBLIC WORK PROJECTS IN NEW YORK STATE
INTRODUCTION: Below are the major provisions of the Labor Law covering workers on public
work projects.
HOURS: A laborer, worker or mechanic is permitted to work on a public work project
no more than eight hours a day and no more than five days in a week, except in case of
extraordinary emergency such as fire flood or danger to life or property You may apply
to the Bureau of Public Work for a dispensation permitting workers to work additional
hours or days per week on a particular public work project.
WAGES AND SUPPLEMENTS: The wages and supplements to be paid and provided for laborers,
workers and mechanics employed on a public work project shall be not less than those
listed in the current prevailing rate schedule for the locality where the work is
performed. If a prevailing rate schedule for the project has not been provided to the
prime contractor by the department of jurisdiction (i.e.,the governmental entity awarding
the public work contract), or to a subcontractor by the prime contractor, the applicable
schedule must be obtained from the Department of Jurisdiction, who must make written
application, to the Bureau of Public Work, Labor Department, Building No 12, State Office
Building 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, 6.Supplements provided, 7.Daily
and weekly number of hours worked in each classification, 8.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 mears 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
completior of the project.
POSTING The current prevailing rate schedule must be posted in a prominent and accessible
place on the site of `.ne public work project.
PW19 (9-88; (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 regi-stered program. An employee listed on a payroll as an apprentice, who is
not registered as above, must be paid the prevailing journeymen's wage rate for that
classification of work.
WITHHOLDING OF PAYMENTS: When a complaint is filed with the Commissioner of Labor alleging
the failure of a contractor or subcontractor to pay or provide the prevailing wages or
supplements, or when the Commissioner of Labor believes that unpaid wages or supplements
may be due, payments on the public work contract may be withheld from the prime contractor
in a sufficient amount to satisfy the alleged unpaid wages and supplements, including
interest and civil penalty, pending a final determination.
INTEREST AND PENALTIES: If an underpayment of wages or supplements is found, interest must
be added at the rate then in effect prescribed by the Superintendent of Banks pursuant to
section 14-a of the banking law per annum from the date of underpayment to the date of the
payment, and may also include the imposition of a civil penalty not to exceed 25% of the
amount due.
DEBARMENT: When final determinations have been made against a contractor or subcontractor
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)... docm: letter2b
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 8 10th hour per day 8 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 mnke-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
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.
ft ) Time and one half for benefits on all overtime hours.
NOTE: BENEFITS are PER HOUR WORKED, for each hour worked, unless otherwise noted,
Sec220:Pare 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 wnich the employee
is normally classified
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 Chr's`.mas
24 ? Day be`ore New Years.
25 'res ::er;s Ca
( 26 Mar; _utne- King, Jr Day
w_2C1 �7-85; docm lette-2c
NOTICE of NEW PREVAILING WAGE RATE PUBLICATIONS
APPLICABLE TO ALL COUNTIES
( ' ) AS NOTED ON PREVAILING RATE SCHEDULES PAGES.
The annual determination of the prevailing rates of wages and supplements for
workers employed on public work projects throughout the state will be published
on May 31, 1989. The new rates will be in effect July 1, 1989 to June 30, 1990 -
accept as noted below
A supplement to these prevailing wage rates will be determined on June 30, 1989
to include information from collective bargaining agreements finalized between
May 31 and June 30. These agreements must have been in negotiation prior to May 31
The June 30th rates will take effect August. 1, 1989 and supercede the original or
prior issuea wage rates except on projects completed before August 1, 1989
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 contained in the latest collective bargaining agreements for that occupation.
it is the responsibility of the contracting agency or its agent to provide
all prevailing rate schedules to the contractor immediately upon receipt to
insure the proper payment of wages to workers. Failure to do so may cause
an improper rate to be used and result in the finding of an underpayment.
PW -202 (5-89) docm; letterd
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 N -w York State. No other Federal or State
Agency or office registers apprentices in New York State.
Each year the apprentice training central office in Albany receives
hundreds of requests from Federal and State Agencies, Contractors,
and other interested parties requesting verification of individual
apprentice registrations.
The following information is provided in order to clarify New York
State procedures.
All registered apprentices in New York State are individually
registered by name, address, social security number, starting date
of training, and other related data.
This information is computerized and is available ONLY through
the Albany Apprentice Training Central Office.
Persons wishing to verify the apprentice registration of any
individual should write to the Senior Employment Consultant,
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 1s 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 ary 7ndivldual as an apprentice.
°w - 203 '4-86` accm. `ette-2e
STATE OF NEW YORK
DEPARTMENT OF LABOR
BUREAU OF PUBLIC WORK
STATE OFFICE BUILDING CAMPUS
ALBANY, N. Y 12240
Schedule Type COMPLETE 7B
Date 09/25/89
Refer to:
PREVAILING RATE CASE NO
T/O Southold PRC 8907087 01
to: Mark Petranchuk Location and Type of Project
Calocerinos 8 Spina Engineers Obstruction Removal 8
1020 SeventhNo.St. Lighting -Elizabeth
Liverpool, NY Field -Fishers Island
13088 T/0 Southold
SUFFOLK COUNTY
Agency of Jurisdiction TOWN
Nature of Project HEAVY 8 HWY CONS -NEW 8 REPAIR
Copies of the wage and supplement schedule for the Public Worx Project identified
above are enclosed herewith. Sec. 220 3A of the Labor Law requires that certain
information be furnished to the Commissioner o4 Labor.
ACCORDINGLY, YOU MUST COMPLETE THE FOLLOWING SECTION OF THIS FORM AND
RETURN THREE COPIES TO THIS OFFICE IMMEDIATELY UPON NOTIFYING A SUCCESSFUL
BIDDER FOR THIS PUBLIC WORK PROJECT
Project CANCELLED, POSTPONED or assigned to agency's own employees. If reactivated,
will request new rates and supplements.
_ ALL Prrme Contracts AWARDED - or bid ACCEPTED (complete items 1 - 8 below)
Estimated TOTAL COST of Project Is $
1(a). Means Used to Award Contract (Check one and indicate date of first legal instrument
which bound agency to contract)
Letter of Intent Contract Signed Resolution
Date Date Date
(b). Contracts N07 YET awarded:
Gen. Cont. _ Heat 8 Vent. _ Electrical _ Sanitary _ Other
2. Specific Location of Project
FOR ALL PRIME CONTRACTORS (NOT SUB -CONTRACTORS) WHO HOLD CONTRACTS DIRECTLY
WITH THE SPONSOR OF THIS PROJECT, GIVE THE INFORMATION. IF MORE SPACE
IS NEEDED, ATTACH EXTRA SHEETS.
3.Work to be done 4.Name and Address S.Amount of 6. Approx dates for
by Prime Contractor of Contractor Contract Starting Completion
(a) GEN.CONTR.
(b) HEAT/VENT.
(c) ELECTRICAL
I
(d) PLUMBING
i
(e) —07H -List!
on Reverse
i
I tst mated uate tnt ire rroject nii; ee uomo etee
8 Signature and Title Date
PW -16 (1-85) doom: letter7a
State of New York
Department of Labor
PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED
Case Number Bureau of
Public Work
8907087
7b-7/01/89 thru 6/30/90
Published - 7/06/89
SUFFOLK COUNTY
Page 1
ASBESTOS WORKER
WAGES(per hour) 7/01/89- 1/01/90-
12/31/89 6/30/90
Asbestos
Worker ............. $ 24.22 24.72
OVERTIME PAY: See ( C, 0 )_on OVERTIME PAGE attached.
PAID HOLIDAYS: See ( 1 i on HOLIDAY PAGE attached.
SUPPLEMENTA N F T :(per hour worked)
Health/welfare....... 2.64 2.69
Pension ............... 2.06 2.16
Annuity ............... 5.00 5.25
Vacation .............. 2.75 3.05
Listed supplements apply to Al " 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 (B.0) on OVERTIME PAGE attached.
PAID HOLIDAYS: See ( 8,16,23,24) on HOLIDAY PAGE attached
ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 5 ) ( 1 - 10 )
APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage
50% 6b% /0%
/b% CVro
ao;, yu%
IUU7.
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
GI AZT ER
WAGES(per hour) 7/01/89- 1/01/90-
12/31/89 6/30/90
Glazier. .. $ 21.20 Additional
OVERTIME PAY: See ( C. 0, V) on OVERTIME PAGE attached.
PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached.
SUPPLEMENTAL BENEFITS:(per hour worked)
Health/welfare. ......$ 2.48 .80 per
Pension... 1.31 hour
Apprentice Training... .03
Vacation. ... . ..... 2.35
Annuity ............... 5.50
Listed supplements apply to 6" classifications ( x )Yes ( )No B-1087
State of New York
Department of Labor
PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED
Case Number Bureau of
Public Work
8907087
70-7/01/89 thru 6/30/90
Published - 7/06/89
SUFFOLK COUNTY
CARPENTER
WAGES(per hour) 9/01/86-
8/30/87
Page 2
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.
UPP M NTAN F
:(per hour worked)
.T
Health/Welfare
1.46
Pension ...............
6 %
Listed supplements
apply to AL classifications
( x )Yes
( )No. B -44D
WAGES(per hour)
7/01/87-
7/01/88-
7/01/89-
6/30/88
6/30/89
6/30/90
Building:
Carpet/Resilient
Floor Coverer..
... $ 21.66
22.66
23.66
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.
401. 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%
95%
SUPPLEMENTALBEN F
T :(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 A" classifications
( x )Yes
( )No. 8-740
WAG (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..........
21.66
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
State of New York
Department of Labor
Carpenter` (cont)
PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED
Case Number Bureau of
Public Work
8907087
7b-7/01/89 thru 6/30/90
Published - 7/06/89
SUFFOLK COUNTY
Page 3
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/D
------------------------------
WAG S(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
Inoentured After 1st. 2nd. 3rd. 4th
7/01/84 407 50; 659 807.
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 BEN F T :(per hour worked)
for 1st 8 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
8-nyc/supp
State of New York
Department of Labor
PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED
Case Number Bureau of
Public Work
8907087
_ 7b-7/01/89 thru 6/30/90
Published - 7/06/89
SUFFOLK COUNTY
Page 4
Carpenter (cont.)
WAGES(per hour) 7/01/88- 7/01/89-
6/30/89 6/30/90
Building:
Carpenter............ $ 22.50 23.50
Heavy/Highway:
Carpenter............ S 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 P. N F T :(per hour worked)
Health/Welfare...$ 2 46.2 46 2 83.2.83
Pension. .... ........ 2.23'1.12 2.23'1.12
Apprentice Training. 15• .07 18' .09
Vacation . I .... .. 1 80• 90 1 90' .95
Annuity .............. 2 00.1.00 2.10.1 05
Scholarship Fund.. .. 01• 005 .01' .005
Listed supplements apply to ALL classifications ( )Yes ( x )NO
(')1st 8 2nd. term Apprentice Benefits in second column, all others full benefits.
4-SUF
ELEVATOR
WA (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........ $ 2.095.2.095 2.245'2.245 2.395.2 395
Pension .. ..... ...... 1.69 •1.69 1.79 •1.79 1.89 '1.89
Annuity - .............. 1.40 •1.25 1.40 '1.25 1.40 •1.25
Listed supplements apply to Ate, classifications ( )Yes ( x )No.
(*)'Modernization' supplements appear in second column. 8-1
State of New York
Department of Labor
PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED
Case Number Bureau of
Public Work
_ 8907087
7b-7/01/89 thru 6/30/90
Published - 7/06/89
SUFFOLK COUNTY
Page 5
ELECTRICIAN
WAGES(per hour) 6/01/89- 5/01/90-
4/30/90 4/30/91
Electrician.......... $ 26.25 27 25
Audio/Sound. .. 26.25 27.25
OVERTIME PAY: See ( C. 0 ) on OVERTIME PAGE attached.
PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached.
ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 1 ) ( 2 - 4 ) ( 3 - 7 )
APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage.
1st. 2nd. 3rd. 4th.
35% 45% 55% 65%
SUPPLEMENTALBENEF�TS:(percents based on gross wages -others per hour)
Health/welfare........$ 12 % 12 %
Pension ............... 7.5 % 7.5%
Suppl.Unemploy,Benefit .25 .25
Apprentice Training... 12 .12
Annuity. .. ..... ..... 11.5 %' 11.5%'
Benefit Fund.......... 3.0% 3.0%
Vacation and Holiday.. 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
State of New York
Department of Labor
PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED
Case Number Bureau of
Public Work
_ 8907067
7b-7/01/89 thru 6/30/90
Published - 7/06/89
SUFFOLK COUNTY
Page 6
Applicable on malntanence of traffic signals and street lighting only.
WA E (per hour) 6/01/89- 5/01/90- 5/01/91-
4/30/90 4/30/91 4/30/92
Electrician -
(Traffic/Street)..... 20.62 21.42 22.30
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.
35;b 45% 55% 65%
SUPPLEMENTAL BENEFITS:(percent on gross wages earned)
Health/Welfare........$ 9.5% 9.5% 9.5X
Pension. ... .......... 8.5% 8.5% 8.5%
Apprentice Training... 1/2% 1/2% 1/2%
Annuity .. ............ 9% 9% 9%
Vacation and Holidays. 8.5% 8.5% 8.5%
Listed supplements apply to A4 classifications ( )Yes ( x )No
'Apprentice Benefits appear in second column 4-25m
State of New York
Department of Labor
PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED
Case Number Bureau of
Public Work
8907087
7b-7/01/89 thru 6/30/90
Published - 7/06/89
SUFFOLK COUNTY
Page 7
TELEPHONE
Rates below are for telephone work up to Point of Demarcation,
Point of Demarcation is defined as the point of interconnection between
customer provided equipment and telephone company provided facilities.
WAG (per hour) 8/07/88- _
Telephone
System Technician/Cable Splicing
Starting.......... 6.90
After 6 mos....... 7.59
" 12 mos..... . 8.33
" 18 mos...... 9.18
24 mos....... 10.09
" 30 mos....... 11.08
36 mos..... • 12.20
42 mos....... 13.40
48 mos ...... 14.74
" 54 mos ..... 16.20
60 mos. . ..• 17.63
Cable Splicing Technician Helper
Start ... ............. 6 08
After 6 mos.... .. 6.68
12 mos .. 7.33
` 18 mos...... ... 8.06
" 24 mos...... 8 85
" 3C mos........ 9 74
36 mos....... 10.71
42 mos..... 11 78
48 mos.......... 12.94
Service Technician
Starting........ 6.90
After 6 mos....... 7.58
" 12 mos....... 8.33
" 18 mos...... 9.15
24 mos....... 10.05
30 mos....... 11.05
36 mos..... 12.14
" 42 mos....... 13.35
48 mos....... 14 66
54 mos....... 16.13
60 mos....... 17.74
OVERTIME PAY: See ( ) on OVERTIME PAGE attached.
PAID HOLIDAYS: See ( ) on HOLIDAY PAGE attached.
ALLOWABLE RATIO: Apprentice(s) to Journeymen ( )
APPRENTICES: (None )
SUPPLEMENTAL BENEFITS:(per hour worKed)
Health/welfare.. ...$ 10.0%
Pension.. .. 1.8%
Savings/Security 1.8%
Income Protect Fund... 4%
Listed supplements apply to ALL classifications ( )Yes ( )No. nytele/ns
State of New York
Department of Labor
PREVAILING RATE SCHEDULE ( " )See NOTICE PAGE ATTACHED
Case Number
8907087
SUFFOLK COUNTY
Bureau of
Public Work
7b-7/01/89 thru 6/30/90
Published - 7/06/89
TELEPHONE(cont)
Rates listed below are for installation of customer provided telephone
equipment from point of demarcation.
WA (per hour) 5/28/89-
/ /
Telephone
System Technician
Starting.......... 6.73
After 6 mos....... 7.43
" 12 mos ....... 8.20
" 18 mos....... 9.06
24 mos. ..... 10.01
30 mos.... 11.06
36 mos....... 12.21
" 42 mos.... . 13.50
" 48 mos....... 14.90
54 mos... ... 16.46
60 mos....... 18.19
Technician Asst.
Start. 6.24
After 6 mos.... ... . 6.85
12 mos.......... 7.51
18 mos... 8.25
24 mos... .,.. 9.05
30 mos... 9.94
Senior Technician
Starting....... .. 6.73
After 6 mos....... 7.46
" 12 mos ... .. 8.29
" 18 mos. ..... 9.20
24 mos....... 10.21
30 mos....... 11.34
36 mos....... 12.58
" 42 mos....... 13.-96
48 mos....... 15.50
" 54 mos....... 17.21
" 60 mos....... 19.10
Services Technician
Start .......1. .. .. 6.73
After 6 mos.......... 7.43
12 mos.......... 8.20
" 18 mos.......... 9.06
" 24 mos.......... 10.01
30 mos.......... 11.06
36 mos.... .. .. 12.21
42 mos.......... 13.50
48 mos.......... 14.90
54 mos.......... 15.81
OVERTIME PAY: See (B,I,S ) on OVERTIME PAGE attached.
PAID HOLIDAYS: See ( 5,6,16 ) on HOLIDAY PAGE attached
SUPPLEMENTAL BENEFITS:(per hour worked)
Health/welfare ........ $ 10%•Note
Pension ............... 4.8%•Note
Training .............. 4.5%•Note
Listed supplements apply to A" classifications ( )Yes ( X )No.
`Note- Listed Benefits are for Full Time 8 Part Time Employees working
25 or more hours per week. Other Part Time Employee benefits are as follows.
0-16 hrs.- H/W- 0; Pen.- 4.8%; Training- 4.5%
17-24 hrs.- H/W- 5%; Pen. 4.8%; Training- 4.5% att/ +
Page 8
State of New York
Department of Labor
PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED
Case Number Bureau of
Public Work
_ 8907087
7b-7/01/89 thru 6/30/90
Published - 7/06/89
SUFFOLK COUNTY
Page 9
IRONWORKER
( x )Ne
(*)Apprentice supplements appear in second column
------------------------------
WA S(per hour)
1/02/89-
7/03/89-
1/01/90-
7/02/89
12/31/89
6/30/90
Structural...........
$ 21.00
Additional
Additional
Riggers. .. .... I...
21.00
1.75 per
.75 per
Machinery Movers......
21.00 -
hour
hour
" Erectors.
.. 21.00
1st. 2nd, 3rd,
OVERTIME PAY: See (
B, E, 0 ) on OVERTIME
PAGE attached.
PAID HOLIDAYS: See (
1 ) on HOLIDAY PAGE
attached.
Health/Welfare...... .$ 1.755.1.755
ALLOWABLE RATIO: Apprentice(s)
to Journeymen
( 1 - 10 )
APPRENTICES: ( 1/2
) year terms at the following
wage.
1st 2nd, 3rd.
4th. 5th. 6th.
Annuity. 3 50• none
11.34 11.94 11.94
12.55 12.55 12.55
Scholarship Fund. .04• .04
SUPPLEMENTAL BENEFITS:(per
hour worked)
( x )No
Health/Welfare. ....
.$ 2.15.2 15
B-46
WAG S(per hour) 7/01/88- 1/01/89-
Pension... ... ......
. 3.25.3.25
12/31/88 6/30/89
12/31/89
Apprentice Training...
.18• 18
Additional
Additional
Vacation ..............
4.80.3 15
.92 to be
OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached.
Annuity.. ...
5.00.2 50
PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached.
Benefit Fund. ......
3.30.2.30
Listed supplements apply to ALL classifications ( )Yes
( x )Ne
(*)Apprentice supplements appear in second column
------------------------------
8-40/361
WA E (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 SENEFITS:(per hour worked)
Health/Welfare...... .$ 1.755.1.755
Pension ............... .9851 .985
Apprentice Training... .08• 08
Vacation.. 2 00• none
Annuity. 3 50• none
Scholarship Fund. .04• .04
Listed supplements apply to ALI classifications ( )Yes
( x )No
(') Apprentice supplements appear in second column.
------------------------------
B-46
WAG S(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%
S'PF'EMENTAL BEN FITS:(per hour worked)
Hea'tn/Welfare 2 68 allotted
allotted
allotted
Pension,. 3 18 at a
at a
at a
Apprentice Training .. 30 later
later
later
✓acat,on 2 84 date
aate
nate
Annuity 5 50
Listee Supplements apply to ALL classifications ( x )Yes
( )Ne
B-580
PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED
State of New York Case Number Bureau of
Department of Labor Public work
8907087
7b-7/01/89 thru 6/30/90
Published - 7/06/89
SUFFOLK COUNTY
Page 10
LABORER
WA (per hour) 7/01/89-
6/30/90
Building taborer:
All Classifications ... $ 18.80
OVERTIME PAY: See ( A,E,0 ) on OVERTIME PAGE attached.
PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached.
SUPPLEMENTAL BENEFITS:(per hour worked)
Health/Welfare........$ 2.48
Pension ............... 2.83
Vacation ....... ...... 1.03
Annuity ............... .30
Legal ............ .... .15
Training .............. 1.00
Safety Fund........... .05
Listed supplements apply to AL classifications ( x )Yes ( )No. 4-66
------------------------------
Laborer(Heavy/Highway):
Group # 1: Asphalt Rakers and Formsetters.
Group # 2: Aspnalt Shovelers and Tampers
Group # 3: Basic Laborer, Power Tool, Trackmen, Landscape, Pipelayer,
Jackhammer and Concrete
WAG S(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
( B, 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 ALL classifications ( x )Yes
( )No 4-1298
State of New York
Department of Labor
PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED
Case Number Bureau of
Public Work
8907067
7b-7/01/89 thru 6/30/90
Published - 7/06/89
SUFFOLK COUNTY
Page 11
LATHER
WAGES(per hour) 7/01/89-
6/30/90
Lather (Wood Wire 8
,einforcing)... 22 45 _
OVERTIME PAY: See ( C, 0, V' ) on OVERTIME PAGE attached.
'Annuity & Vacation Only
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 ........$ 3.22'3.22
Pension ............... 1.75.1 75
Apprentice Training... 08' 08
Vacation .............. 2.25' Same % Wage
Annuity.. ... . 4.00' Same % wage
Scholarship Fund...... 04' .04
Listed supplements apply to ALL classifications ( )Yes ( x )No.
Apprentice supplements appear in second column. 8-46
State of New York
Department of Labor
PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED
Case Number Bureau of
Public Work
8907087
7b-7/01/89 thru 6/30/90
Published - 7/06/89
SUFFOLK COUNTY
Page 12
MASON/TILE/TERRAZZO
WAG S(per hour) 6/01/89-
5/31/90
Building:
Bricklayer............ S 24.43 -
OVERTIME PAY: See ( A, E, 0, 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.
ist 2nd 3rd, 4th 5th(500hr) 6th(500hr)
50% 60% 70% 80% 90% 95%
SUPPLEMENTAL BENEFITS:(per hour worked)
Health/Welfare ........ $ 2.61.2.61
Pension ............... 3.04.3.04
Annuity ............... 3.25.1.70
Listed supplements apply to A" classifications ( x )Yes ( )No.
( ) Apprentice Benefits appear in second column 6-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.
1st. 2nd. 3rd. 4th. 5th, 6th.
50% 60% 70% 60% 90% 95%
,SUPPLEMENTALBENEFITS:(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 to A" classifications ( x )Yes ( )No. B-780
WAG S(per hour) 7/01/89-
6/30/90
Building:
Plasterer ............. 20.10
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. 5th. 6th.
40% 50% 60% 60% 80% 80%
SUPPLEMENTALBENEFITS:(per hour worked)
Health/Welfare........$ 3.97•Appr. % of 3.97
Annuity ............... 3.25' % of 3.25
Apprentice Training... .01• % of .01
Vacation....... .... 2.25•Appr. % of 2.25
Listed supplements apply to A" classifications ( )Yes ( X )No.
(•) Apprentice supplements appear in second column. B-852
State of New York
Department of Labor
PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED
Case Number Bureau of
Public Work
_ 8907087
7b-7/01/89 thru 6/30/90
Published - 7/06/89
SUFFOLK COUNTY
Page 13
Mason (cont)
C,
0 ) on OVERTIME PAGE attached.
-
PAID HOLIDAY: See (
WAG S(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:
2.48
1.00 per
1.00 per
Pension ...............
Mosaic 8
3.25
hour
hour
Supp.Unemploy.Benefit.
.3rrazzo Worker,.
21.61
Additional
Additional
Additional
OVERTIME PAY: See ( C.
0 ) on OVERTIME
PAGE attached.
Listed supplements
apply
PAID HOLIDAY: See ( 1
) on HOLIDAY PAGE
attached.
WA ES(per hour)
SUPPLEMENTAL BENEFITS:(per
hour worked)
Health/Welfare ........
$ 2.48
1.00 per
1.00 per
1.00 per
Pension..
3.25
hour
hour
hour
Supp.Unemploy.Benefit.
.50
OVERTIME PAY: See (
C.
Vacation ..............
2.00
PAID HOLIDAY: See (
1
Listed supplements apply
to A" classifications
( x )Yes
( )No.
8-3
WAG (per hour)
1/01/88-
7/01/88-
1/01/89-
7/01/89-
2.18
6/30/88
12/31/88
6/30/89
12/31/89
Building:
3,00
Vacation,. .... . ...
Mosaic and
1 625
Annuity. . . .. ..
..
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 per
1.00 per
Pension ...............
3.25
hour
hour
Supp.Unemploy.Benefit.
1.40
Vacation ..............
.50
Listed supplements
apply
to &" classifications
( x )Yes
( )No.
WA ES(per hour)
4/18/89-
4/16/90-
4/15/90
4/28/91
Building:
Tile Setter...........
22.98
23.48
OVERTIME PAY: See (
C.
0 ) on OVERTIME
PAGE attached.
PAID HOLIDAY: See (
1
) on HOLIDAY PAGE
attached.
SUPPLEMENTAL BENEFITS:(per
hour worked)
Health/Welfare ..
.$
2.18
2.43
Pension.. ...........
3 00
3,00
Vacation,. .... . ...
1 625
1 625
Annuity. . . .. ..
..
1.50
2.35
Listed supplements
apply to A" classifications
( x )Yes
( )No.
WA S(per hour)
5/29/89-
5/27/90
Building:
Tile Layer Helper
....
$ 20.80
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
Pension . . ...........
1.50
Annuity...... . ....
3.20
Listed supplements
apply to ALL classifications ( x )Yes
( )No.
1 00 per
hour
B-35
8-52
8-88
State of New York
Department of Labor
PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED
Case Number Bureau of
Public Work
8907087
7b-7/01/89 thru 6/30/90
Published - 7/06/89
SUFFOLK COUNTY
Page 14
Mason (cont.)
WAGES(per hour) 7/01/89-
6/30/90
Cutting Cleaner(Mason) $ 22.19 —
Sandblasting(Mason)... 22.84
Painter, Cleaner,&
Caulker(Mason). 21.59
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 percentage of Journeyman's wage.
1st 2nd 3rd.
55% 70% 85%
SUPPLEMENTAL BENEFITS:(per hour worked)
Health/Welfare........$ 2.70
Pension ............... 3.13
Benefit Fund.......... 3.55
Education Fund.. ...... .30
Annuity ............... 2.25
Listed supplements apply to ALL classifications ( )Yes ( x )No
(*)Apprentice supplements appear n 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 _Aj..� classifications ( x )Yes ( )No. 8-33
WAGES(per hour) 1/01/87-
6/30/87
Stone Setter.......... S 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
50% 55% 50% 65% 7U% tlU% 9U% Wb%
SUPPLEMENTAL BENEFITS:(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 A" classifications ( x )Yes ( )No. 8--84
PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED
State of New York Case Number Bureau of
Department of Labor Public Work
8907087
7b-7/01/89 thru 6/30/90
Published - 7/06/89
SUFFOLK COUNTY
Page 15
Mason (cont..) `
WAGES(per hour) 7/01/89- 1/01/90-
12/31/89 6/30/90
Derrickman/Rigger $ 22.36 Additional
OVERTIME PAY: See ( C, 0, V ) 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 1.11
Pension ............... 3.10 per hour
Apprentice Training... 10
Vacation ........... .. 3.50
Annuity .............. 5.50
Listed supplements apply to A" classifications ( x )Yes ( )No. B-197
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 -A&L classifications ( x )Yes ( )No. 8-1
WAG (per hour) 1/01/88-
6/30/88
Building:
Marble Cutters 8
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
Vacation .............. 3.75
Annuity.. .......... 5.00
Listed supplements apply to 6.LL classifications ( x )Yes ( )No. 8-4
State of New York
Department of Labor
PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED
Case Number Bureau of
Public Work
_ 8907087
7b-7/01/89 thru 6/30/90
Published - 7/06/89
SUFFOLK COUNTY
Page 16
Mason (cont...)
WAG S(per hour) 1/01/88-
6/30/88
Marble Finishers...... S 17.57 —
OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached.
PAID HOLIDAY: See ( 5, 6,8,10,15 ) on HOLIDAY PAGE attached.
SUPPLEMENTALBENEFITS:(per hour worked)
Health/Welfare........$ .96
Pension... .......... . 1.58
Supp Unemploy.Benefit. 69
Vacation.. ... ....... 3.30
Annuity ............... 5.00
Listed supplements apply to 6" classifications ( x )Yes ( )No. 8-10
PAINTER
WA (per hour) 10/01/88- 10/01/89- 10/01/90-
91130/89 9/30/90 9/30/9'
Steel:
Steel 24.50 25 75 27 50
" Spray...... . 26.50 27 75 29.50
Sandblasting..... 26.50 27 75 29.50
" Power Tool....... 26.50 27.75 29.50
OVERTIME PAY: See ( C,F,R ) 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. ......$ 17 % 17 % 17 %
Pension ............... 1.45 2.00 2.00
Apprentice Training... 1/2 % 1/2 % 1/2 %
Vacation ....... ...... 6 % 6 % 6 %
Annuity ............... 11 % 11 % 11 %
Listed supplements apply to A" classifications ( x )Yes ( )No. 8-806
------------------------------
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
------------------------------
State of New York
Department of Labor
Painter (cont)
WAGES(per hour)
PREVAILING RATE SCHEDULE ( ' )See NOTICE PAGE ATTACHED
Case Number
8907087
SUFFOLK COUNTY
4/01/89-
3/31/90
Brush .................. 22.49
-tructural Steel/Bridge 27.46
Spray, Scaffold........ 24.96
Sandblasting........... 27.46
Paper Hanger........... 22.49
OVERTIME PAY: See ( A. 0 ) on OVERTIME PAGE attached.
PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached.
Bureau of
Public Work
7b-7/01/89 thru 6/30/90
Published - 7/06/89
Page 17
ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 5 )
APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage.
1st. 2nd. 3rd. 4th. 5th. 6th
501. 60% 65% 70% 80% 90%
SUPPLEMENTAL BENEFITS:(per hour worked)
Health/Welfare ........ $ 3.88.3.28
Pension ............... 2.00.2.00
Apprentice Training.. .44' .44
Annuity ............... 2.75' = Appr.% of 2,75
Other (Legal)......... .10' .10
Safety 8 Health..,... 45' .45
Listed supplements apply to ALL classifications ( )Yes ( x )No
(1)1st yr Rate is, H/W=1.82, Pen=1.07, App7rg=.23, S.8 H.=.21
(') Other Apprentice Supplements appear in second column. 4-1486
PLUMBER
WAG S(per hour) 7/01/89- 1/01/90- 7/01/90- 1/01/91-
12/31/89 6/30/90 12/31/90 4/30/91
Plumber .............. $ 24.85 25.47 26.24 27.10
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.
11.18 12.43 16.15 17.40 18.64 for 7/01/89 to 12/31/89
11.46 12.74 16.56 17.83 19.10 for 1/01/90 to 6/30/90
11.81 13.12 17.06 18.37 19.68 for 7/01/90 to 12/31/90
12.20 13.55 17.62 18.97 20.33 for 1/01/91 to 4/30/91
SUPPLEMENTAL BENEFITS:(per hour worked)
Health/Welfare........$ 2.39'note 2.44'note 2.70"note 2.94'note
Pension... 1.64'note 1.84'note 1,90`note 1.95'note
Apprentice Training .24'note .24'note 24'note .24`note
Vacation.... ......1. 1.30'note 1.30'note 1.30'note 1.30'note
Annuity... ......... 3.70'note 3.95'note 4.00'note 4.00'note
Security Benefit. ... 1.00'note 1.00"note 1.00'note 1.00'note
Listed supplements apply to A" classifications ( )Yes ( x )No.
(')Note -Apprentice supplements appear below.
7/89 to12/89 -1st. yr. H/W-1.46 PEN. -1.03 Appr.-.14 Ann. -2.28 Vac. -.75 Sec. -.53
2nd. yr. 1.47 1.05 .15 2.29 .80 Sec. -.53
3rd. yr. 1.52 1.09 .16 2.29 186 Sec. -.53
4th, yr. 1.53 1.09 1 .16 2.30 .93 Sec. -.53
5th. yr. 1.56 1.11 1 .17 2.31 .98 Sec. -.53
1/90 to 6/90 -1st. yr. H/W-1.49 PEN. -1.14 Appr.-.14 Ann. -2.43 Vac. -.75 Sec. -.53
2nd. yr. 1.50 1.17 .15 2.44 .80 Sec. -.53
3rd. yr. 1.55 1.19 .16 2.44 .86 Sec. -.53
4th. yr. 1.56 1.21 .16 2.45 .93 Sec. -.53
5th. yr. 1.59 1.23 .17 2.46 .98 Sec. -.53
7/90 tol2/90 -1st.
yr.
H/W-1.65
PEN. -1.19
Appr.-.
14
Ann. -2.46
Vac -.75
Sec. -.53
2nd.
yr.
1.66
1.21
.15
2.47
.80
Sec. -.53
3rd.
yr.
1.71
1.23
• .16
2.47
.86
Sec -.53
4th.
yr.
1.72
1.25
.16
2.48
` .93
Sec. -.53
5th.
yr.
1.75
1.27
17
" 2.49
' .98
Sec. -.53
1/91 to 4/91 -1st.
yr.
H/W-1.79
PEN. -1.22
Appr -.14
Ann. -2
46
Vac -75
Sec. -.53
2nd
yr.
1.80
1.24
.15
2.47
.80
Sec. -.53
3rd.
yr.
1
85
1.26
.16
2.47
.86
Sec. -.53
4th.
yr.
1.86
1.28
.16
2.48
.93
Sec.-
53
5th.
yr.
1.89
1.30
17
2.49
.98
Sec.-
53
4-775
State of New York
Department of Labor
STEAMFITTER-ISPRINKLER FITTER
PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED
Case Number Bureau of
Public Work
8907087
7b-7/01/89 thru 6/30/90
Published - 7/06/89
SUFFOLK COUNTY
Page 18
WAG (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
40% 40% 50% 50% 65% 65% 80% 80
SUPPLEMENTAL SENEFITS:(per hour worked)
Health/Welfare........ $ 2.35'= % allotted
Pension ............... 2.00'= % 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. 8-6386/s
State of New York
Department of Labor
PREVAILING RATE SCHEDULE ( ' )See NOTICE PAGE ATTACHED
ase Number
8907087
SUFFOLK COUNTY
Bureau of
Public Work
7b-7/01/89 thru 6/30/90
Published - 7/06/89
Page 19
ROOFER
WAG S(per hour) 4/01/89- 10/01/89- 4/01/90-
9/30/89 3/31/90 9/30/90
Roofer ............... $ 19.34 Additional Additional
Waterproofer........... 19.34 1.20 per hr. .60 per hr.
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 - 6 )
APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage.
1st. 2nd. 3rd. 4th 5th. 6th
50% 55% 60% 65% 70% 75%
SUPPLEMENTAL N F .T . :(per hour worked)
Health/Welfare.....3.98'Term %
Pension ............... 2.78•
Apprentice Training... .03' .03
Vacation .............. 3.00.7erm %
Annuity ............... 1.69' '
Listed supplements apply to A" classifications ( )Yes ( X )No.
'Apprentice supplements appear in second column 4-154
SHEETMETAL WORKER
WAGES(per hour) 8/01/88- 2/01/89- 8/01/89- 2/01/90-
1/31/89 7/31/89 1/31/90 7/31/90
Sheetmetal Worker.... $ 23.83 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.
7.15 8.34 11.39 12.56 13.71 14.74 15.91 18.27
SUPPLEMENTAL 'ENEFITS:(per hour worked)
Health/Welfare .......$ 2.32'note 1.00 per 1.00 per 1.25 per
Pension ............... 2.69.2.69 hour hour hour
Suppl.Unemploy.Benefit .11' .04
Vacation .............. 2.001note
Annuity ............... 3.00'note
Education Fund. . ... .27' .27
Scholarship Fund... .02' .02
Listed supplements apply to ALL classifications ( )Yes ( x )No.
(')Apprentice supplements appear in second column.
H/W-term/amt -1st- 61; 2nd -.82; 3rd -1.10; 4th -1.33; 5th -1.66; 6th thru 8th -2.32
Vac-term/amt -1st-.80;2nd-.90;3rd-1.06;4th-1.17;5th-1.28;6th-1.39:7th-1.50;8th-1.72
Ann.-term/amt.-1st-.24;2nd-.29;3rd-.77;4th-.97;5th-1.09;6th-1.00;7th-1,42;8th-2 27/8-26
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.
1st. 2nd. 3rd. 4th. 5th 6th 7th. 8th. 9th 10th
40% 45% 50% 55% 60% 65% 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 '.46 47 • 47 .48 1.48
Apprentice Training... 10 '.10 .11 1.11 .12 1.12 .12 '.12
Vacation ............. 8 % •2 % 8 % •2 % 8 % '2 % B % •2 %
Annuity ............... 1.85 '-.-- 2.00 •-.-- 2.00 •- -- 2.14
Listed supplements apply to &" classifications ( )Yes ( x )No.
lst 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. B-137
PREVAILING RATE SCHEDULE ( )See
NOTICE PAGE ATTACHED
State of New York
Case Number
Bureau of
Department of Labor
Public Work
8907087
7b-7/01/89 thru 6/30/90
Published - 7/06/89
SUFFOLK COUNTY
Page 20
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 1n second column
4-282nsh
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 18.75 19.50
20.25
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.
1st. 2nd. 3rd. 4th. 5th 6th 7th. 8th. 9th 10th
40% 45% 50% 55% 60% 65% 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 '.46 47 • 47 .48 1.48
Apprentice Training... 10 '.10 .11 1.11 .12 1.12 .12 '.12
Vacation ............. 8 % •2 % 8 % •2 % 8 % '2 % B % •2 %
Annuity ............... 1.85 '-.-- 2.00 •-.-- 2.00 •- -- 2.14
Listed supplements apply to &" classifications ( )Yes ( x )No.
lst 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. B-137
PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED
State of New York Case Number Bureau of
Department of Labor Public Work
8907087
7b-7/01/89 thru 6/30/90
Published - 7/06/89
SUFFOLK COUNTY
Page 21
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
WA (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. 8 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 ,A" classifications ( x )Yes ( )No. 4-1049t
State of New York
Department of Labor
PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED
Case Number Bureau of
Public Work
8907087
SUFFOLK COUNTY
b-7/01/89 thru 6/30/90
Published - 7/06/89
Page 22
SURVEY CREW
WA :(per hour) 7/01/89-
6/30/90
Survey Rates -Building:
Party Chief......... 21.02 -
Instrument Man...... 18.36
Rodman/Chainman..... 12.16
OVERTIME PAY: See ( A,E,G ) on OVERTIME PAGE attached.
PAID HOLIDAY: See ( 5,6,7,11,12 ) on HOLIDAY PAGE attached.
SUPPLEMENTAL BENEFITS: (Per hour worked)
Health/Welfare........ 2.10
Pension.......,. 1.90
Apprentice Training... .20
Vacation .............. 1.00
Annuity ............... 4.25
Listed supplements apply to A" classifications ( x )Yes ( )No 8-15Db
------------------------------
WAGES:(per hour) 7/01/89-
6/30/90
Survey Rates-Heavy/Hiway:
Party Chief. 21.01
Instrument Man .... 17 40
Rodman/Chainman ... 15.28
OVERTIME PAY: -See (B,E,0 ) on OVERTIME PAGE attached.
PAID HOLIDAY: See ( 5,6,7,11,12 ) on HOLIDAY PAGE attached.
SUPPLEMENTAL BENEFITS: (Per hour worked)
Health/Welfare........ 2.10
Pension ............... 1.90
Apprentice Training... .20
Vacation, ............. 1.00
Annuity ............... 4.25
Listed supplements apply to Aye classifications ( x )Yes ( )No. 8-150
SURVEY CREW - CONSULTING ENGINEERS
Feasibility and preliminary design surveying, line and grade surveying for
inspection or supervision of construction when performed under a consulting
engineer agreement.
WAGES:(per hour) 8/01/88- 7/01/89- 7/01/90-
6/30/89 6/30/90 6/30/91
Survey Rates:
Party Chief......... 18.01 18.61 19.01
Instrument Man...... 15.18 15.78 16.18
Rodman/Chainman. ... 12.43 13.03 13.43
OVERTIME PAY: See ( B,E,0 ) on OVERTIME PAGE attached.
PAID HOLIDAY: See ( 5,6,7,11,12 ) on HOLIDAY PAGE attached.
SUPPLEMENTAL BENEFITS: (Per hour worked)
Health/Welfare........ 1.35 1.60 1.85
Pension...... ..... 1.00 1.10 1.20
Apprentice Training... .05 .05 .05
Suppl Unempl. Benefit 05 .05 .05
Vacation. ..,.. .... .72 72 72
Annuity. ....... 1 25 1.50 2.00
Listed supplements apply to ALL classifications ( x )Yes ( )No 8-15Dc
State of New York
Department of Labor
PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED
Case Number Bureau of
Public Work
8907087
7b-7/01/89 thru 6/30/90
Published - 7/06/89
SUFFOLK COUNTY
DRILLING
WA S(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 AL classifications ( x )Yes ( )No
------------------------------
WAG (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 ( 5, 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 ro to be to be
Pension ............... 2.75 allocated allocated
Annuity Fund........., 1.50 later. later
Listed supplements apply to &" classifications ( x )Yes ( )No.
Page 23
8-1536
4-138we11
State of New York
Department of Labor
PREVAILING RATE SCHEDULE ( • )See NOTICE PAGE ATTACHED
Case Number
8907087
Bureau of
Public Work
7b-7/01/89 thru 6/30/90
Published - 7/06/89
SUFFOLK COUNTY
Page 24
POWER EQUIPMENT OPERATOR
WAGES(per hour) 7/01/89 -
Building: 6/30/90
Hoist(Multiple Platform) 23.85
Lead Engineer 22.455
Hoist(Tandem Platform 22.23
Tower Crane(Engineer) 21.81
SideBoom Tractor(Used in tank work)
21.515
Scoop, Carry -all, Scraper in tandem
21.43
Boom Trucks or Cranes (used for stone setting or structural steel)
21.38
CMI or Maxim Spreader, Concrete Spreader, Derricx, Sideboom Tractor
21 355
Tank Work 21.28
Hoist, 2 Drum, Hoist, 3 Drum
21.23
Backhoe,Dragline, Gradall, Pi 1e Driver, Shovel
21.255
Elevator, Fork Lift, Hoist, 1 Drum
20.17
Batching Plant(on site of job), Power Winch(used for stone or steel), Power Winch
(Truck Mounted -used for stone or steel), Pump, Concrete
21 155
Dredge 20.815
Roller, Trench Machine 21.055
Welding Machine, Structural Steel
21.03
Boom Truck, Crane, Crawler or Truck, Conveyor(Multi), Plant Engineer, Stone Spreader
(Self -Propelled) 21.005
Asphalt Spreader 20.98
Fork Lift(Walk Behind, Power Operated)
20.97
Compressor(Structura Steel) 20.955
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)
20.805
Curb Machine(Asphalt or Concrete), Curing Machine, Pump(Submersible), Maintenance Man
20.65
Grader 20.58
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
20.555
Stiping Machine 20 48
Bulldozer(used for excavation), Fireman, Loading Machine, Powerbroom, Vac -All
20.43
Concrete Saw or Cutter, Mixer(with Skip), Mixer(2 Small with or without Skip),
Pump(Up to 3 inches),Tractor,Craterpillar or Wheel,
20.055
Scoop(Carry-All Scraper) 20.43
Hydra Hammer, Ridge Cutter 19.97
Bending Machine, Dinky Locomotive, Generator(Small), Vibrator(1 to 5),
19.805
Power Buggies 19.68
Stump Chipper and Oiler 19.455
Mechanical Compactor(Hand Operated), Trench Machine(Hand)
19.43
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 3.52
Pension... ... 2 75
Apprentice Training.. .25
Annuity.... ....... 4.00.Overtime Rate for of hours
Suppl. Unempl. 20
Other . .. .. 25
Listed supplements apply to ALL classifications ( )Yes ( )Ne 4-138b
------------------------------
PREVAILING RATE SCHEDULE ( ' )See NOTICE PAGE ATTACHED
State of New York
Department of Labor
Operating Engineer (cont)
WAGES(per hour) 7/01/89-
6/30/90
Case Number
8907087
SUFFOLK COUNTY
Bureau of
Public Work
7b-7/01/89 thru 6/30/90
Published - 7/06/89
Page 25
HEAVY / HIGHWAY:
Lead Engineer 23.08
Scoop(Carry-All,Scraper in Tandem), Tower Crane(Engineer),
21.605 -
Backhoe, Crane(Stone Setting)„ Crane(Structural Steel), Dragline, Gradall, Pile
Driver, Road Paver, Shovel
21.35
Batching P1ant(on site of job), Crane(on Barge), Sideboom Tractor(used in tank work),
Tank Work
21.205
Hoist(3 Drum), Power Winch(Truck Mounted -used for stone or steel), Power Winch(used
for stone setting and/or structural steel),Trench Machine
21 . 195
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)
20.98
Boring Machine, Post Holes 20.92
Compressor(Stone Setting),Compressor(Structural Steel), Welding Machine(structural steel)
20.865
Dredge 20.815
Work Boat 20.805
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
20.705
Mechanical Compactor, Machine Drawn, Roller(over 5 Ton)
20.52
Boiler 20.48
Pump, Concrete 20.44
Compressor(2 or more in battery
20.40
Grader 20.385
Bulldozer, Concrete Finishing Machine, Conveyor,Curb Machine,Asphalt or Concrete,
Curing Machine, Dinky Locomotive, Fireman, Fork Lift, Hoist,l 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-A11,Scraper,
Maintenance Man, Vac -All, Welding 8 Burning
20.17
Generator 20.09
Portable Heaters 20.345
Compressor, Mulch Machine, Pin Puller, Pump(Double Action Diaphragm),Pump-Gypsum,
Pump(Single Action 1 to 3), Striping Machine, Welding Machine
19.795
Powerbroom 19.225
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
19.08
Vibrator(1 to 5) 18.875
Oiler, Root Cutter, Stump Chipper, Oiler, Track Tamper(2 Engineers,Each), Deck Hand
18.77
Generator(Small) 18.765
Bending Machine, Pump, Centrifugal(up to 3 inches), Trench Machine(hand)
18.73
Tractor,Caterpillar or Wheel
18.555
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 )
SUPPLEMENTALBENEFZTS:(per hour worked)
Health/Welfare........$ 3.52
Pension ............... 2.75
Apprentice Training... .25
Annuity ............... 4.00. Overtime Rate for 0. T. hours.
Suppl. Unemp........... 120
Other ............. .25
Listed supplements apply to A" classifications ( x )Yes ( )No. 4-138h
State of New York
Department of Labor
PREVAILING RATE SCHEDULE
Case Number
8907087
SUFFOLK COUNTY
(
)See NOTICE PAGE ATTACHED
Bureau of
Public Work
7b-7/01/89 thru 6/30/90
Published - 7/06/89
Page 26
MARINE CONSTRUCTION
9/30/89
9/30/90
9/30/91
Drill Boat:
WA^ S(per hour)
10/01/88-
10/01/89-
10/01/90-
19.13
9/30/89
9/30/90
9/30/91
Hydraulic Dredge: -
20.07
20.63
Driller/Welder/Machinist
19.14
19.88
20.43
Leverman
18.00
18.13
18.85
19.53
Helper
Engineer
17.48
19.01
18.15
18.65
P, S ) on
OVERTIME PAGE attached.
Maint.Engineer
17.23
10, 15 )
17.89
18.39
(per
hour worked)
Derrick Oper.
17.48
Health/Welfare .. ...4
18.15
18.65
1.56
1.56
Chief Mate on Dredge
17.23
1.03
17.89
18.39
Vacation.... ........
Mate
16.14
81.
16.76
17.23
to ALL classifications
( x )Yes
DeckHand
14.24
14.65
14.93
Oiler
14.75
15.18
15.47
Fireman
14.75
15.18
15.47
Shoreman
14.24
14.65
14.93
Boat Captain
16.26
-------------------------
16.89
17.36
Tug Boats:
Tug Master
16.98
17.63
18.12
Tug Captain
16.26
16.89
17.36
Tug Chief Engineer
16.56
17.20
17.68
Tug Engineer
16.26
16.89
17.36
Tug Deckhand
14
-------------------------
41
14 83
15.11
Dipper and Clamshell Dredges:
Operator 16.31 19.17 19.86
Engineer 17.83 18.52 19.03
Maint,Engineer 17.23 17.89 18.39
Mate 16.14 16.76 17.23
Deckhand 14.41 14.83 15.11
Oiler 14.75 15.18 15.47
Boat Master 16.98 17.64 18.13
Boat Captain 16.26 16.89 17.36
-------------------------
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 1.56
Pension ............... 1,03 1.03 1.03
Vacation .............. 8 % 811. 8%
4-25a
WA S(per hour)
10/01/88-
10/01/89-
10/01/90-
9/30/89
9/30/90
9/30/91
Drill Boat:
Engineer
19.13
19.87
20.42
Blaster
19.33
20.07
20.63
Driller/Welder/Machinist
19.14
19.88
20.43
Oiler
18.13
18.66
19.01
Helper
18.13
18.66
19.01
OVERTIME PAY: See (
B. 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 .. ...4
1.56
1.56
1.56
Pension .............
.
1.03
1.03
1.03
Vacation.... ........
8 %
8 %
81.
Listed supplements
apply
to ALL classifications
( x )Yes
( )No. 4-25/3
OCCUPATIONS APPLICABLE TO BUILDING and HEAVY/HIGyWtY SCHEDULES
STATE OF NEN YORK
DEPARTMENT OF LABOR
BUREAU OF PUBLIC WORK
STATE OFFICE BUILDING CAMPUS
ALBANY, N.Y. 12240
TWO or MORE WILLFUL DETERMINATIONS 07/13/B9
Page 1
LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWnRDED 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 wagu-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
Determ's Wilful Wilful Csee Note:)
A. N. C. Heating and Air, Condi ti on hg Inc.
8/07/86
DOL
8/07/91
C 6 ) 1/28/8S
1/28/85
DOL
1/28/90
104 North Duane Ave., Endicott, N.Y.
9/09/86
DOL
9/09/91
Warren Brown and Associates, Inc.
C 2 J 4/04/86
4/09/86
DOL
4/09/91
602 West Delevan Ave. Buffalo, N.Y.
9/09/86
DOL
9/09/91
Mid -State Elec. ( 2 J S/11/84
11/2/84
DOL
11/2/89
1914 Dwyer Ave., Utica, N.Y.
Paul M. Ma I I on Co. Inc.
9/18/86
DOL
9/18/91
C 2 J 6/03/BS
6/12/85
DOL
xs 3/10/91
1 Highland Ind. Park Drive, Peekskill, N.Y.
10566
Melco Construction Corp.
9/29/86
DOL
9/29/91
C 2 ) 5/14/86
6/27/86
DOL
6/27/91
1334 Gun Hi I 1 Road, Bronx, N. V. 10469
Moss- Electric air, Conditioning Corp.
10/21/86
DOL
10/21/91
C 2 ) S/21/82
6/26/86
NYC
6/26/91
The Hull Corporation
( 2 ) 1/03/86
8/07/86
DOL
8/07/91
Emerson a Lewis Company, Inc.
C 23 9/27/85
9/09/86
DOL
9/09/91
Route 12 South, Oxford, N.Y. 13830
L F L and Associates
C 2 ) 9/27/85
9/09/86
DOL
9/09/91
Route 12 South, Oxford, N.V. 13830
29 Ridge Road Contracting, Inc.
( 2 ) 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 ) 9/18/86
9/29/86
DOL
9/29/91
136 Nicolas Road, Nesconset, N.Y. 11767
Superior Paving Corporation
( 2 ) 10/21/86
10/21/86
DOL
10/21/91
1491 Ne I son St., Schenectady, N.Y. 12306
NoIlam Contract hg CO. Inc.
C 2 ) 6/03/8S
6/12/85
DOL
** 3/10/91
1 Highland Ind. Park Drive, Peekskill, N.V.
10566
Beaver Building Corp.
C3 ) 1/2/86
2/24/87
DOL
2/24/92
Bask Road, Glenmont, N. V. 12077
STATE OF NEW YORK
DEPARTMENT OF LABOR
BUREAU OF PUBLIC WORK
STATE OFFICE BUILDING CAMPUS
ALBANY, N. Y. 12240
TWO or MORE WILLFUL DETERMINATIONS 07/13/89
Page 2
(Continued)
Cam -Ful Industries,Inc.
' C 2 ) 6/16/86
2/18fb7
DOL
2/18/92
P. O. Box 153, 1522 Carbon St., Syracuse, N.Y.
13208
Hydro -Fab Corporation
01/27/89
DOL
02/13/94
C 2 33/13/87
3/25/87
DOL
3/25/92
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.
( 2 ) 11/25/86
10/05/87
DOL
10/05/92
2788 Mohawk Street, Sauquoi t, N.Y.
Esquire Wire & Fence Co. ,Inc.
( 3 ) 06/27/84
4/15/88
DOL
4/15/93
1033 Route 1, Avene I , N. J. 07001
J & B Bi lac Contractors, Inc.
06/15/89
DOL
06/15/94
C 2 ) 10/30/87
10/30/87
NYC
10/30/92
L 8 M Company, A Div.of Nieto
Roofing Contractors,Inc.
( 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. & Hgt.
C 2 ) 05/07/87
02/21/89
DOL
02/21/94
1 East Park Road, Castile, NY 14427
Premier Restoration & Supply Company, Inc. a/k/a
Premier Restoration & Supply, Inc. and
Premier -New York, Inc.
C 2 ) 09/17/86
04/13/89
DOL
04/13/94
178 Front Ave., West Haven, Conn. 06516
145 Palisade St., Dobbs Ferry, NY 10522
Great South Beach Marine Construction, a/k/a
Great South Beach Marine Construction, Inc.
C 2 ) 01/27/88
06/15/89
DOL
06/15/94
70 Browns River Road, Sayville, New York 11782
Mid -States Industries, Ltd.
C 2 ) 03/03/87
06/22/89
DOL
06/22/94
P 0 Box 4228 1105 Catalyn St., Schenectady, New
York 12303
Note:
* Tuzzolo had a willfull determinations rendered against them on
1/30/84 by NYC and 1 additional on 5/10/84 by DOL.
** Date was computed by adding 26S 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: S/1S/87
docm: debarred
STATE OF NEN YORK
DEPARTMENT OF LABOR
BUREAU OF PUBLIC WORK
STATE OFFICE BUILDING CAMPUS
ALBANY, N.Y. 12240
TWO or, MORE WILLFUL DETERMINATIONS 07/13/89
LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK Page 1
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 a-i^e 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
Determ's Wilful Wilful (see Note:)
A. N. C. Heating and Ai r Conditioning Inc.
C6 ) 1/28/8S
1/28/8S
DOL
1/28/90
104 North Duane Ave., Endicott, N.Y.
Warren Brown and Associates, Inc.
C 2 ) 4/04/86
4/09/86
DOL
4/09/91
602 West Delevan Ave., Buffalo, N.Y.
Mid -State Elec. ( 2 ) S/11/84
11/2/84
DOL
11/2/89
1914 Dwyer Ave., Uti ca, N. Y.
Pau I M. Ma 1 I on Co. Inc.
( 2 ) G/03/8S
6/12/85
DOL
*>« 3/10/91
1 Highland Ind. Park Drive, Peekskill, N.Y.
10566
McIco Construction Corp.
C 2 3S/14/86
6/27/86
DOL
6/27/91
1334 Gun Hill Road, Bronx, N.Y. 10469
Moss Electric air Conditioning Corp.
C 2 J S/21/82
6/26/86
NYC
6/26/91
The Hull Corporation
( 2 ) 1/03/86
8/07/86
DOL
8/07/91
Emerson & Lewis Company, Inc.
C 2) 9/27/85
9/09/86
DOL
9/09/91
Route 12 South, Oxford, N.Y. 13830
L F L and Associates
C 2 ) 9/27/85
Route 12 South, Oxford, N.Y. 13830
9/09/86
DOL
9/09/91
29 Ridge Road Contracting, Inc.
C 2 ) 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) 9/18/86
136 Nicolas Road, Nesconset, N.Y. 11767
9/29/86
DOL
9/29/91
Superior Paving Corporation
( 2 ) 10/21/86
1491 Ne 1 son St., Schenectady, N.Y. 12306
10/21/86
DOL
10/21/91
Nollam Contracting Co.Inc.
C 2 ) 6/03/85
1 Highland Ind. Park Drive, Peekskill, N.Y.
6/12/85
10566
DOL*
3/10/91
Beaver Building Corp.
C3 J 1/2/86
Bask Road, Glenmont, N. Y. 12077
2/24/87
DOL
2/24/92
STATE OF NEN YORK
DEPARTMENT OF LABOR
BUREAU OF PUBLIC WORK
STATE OFFICE BUILDING CAMPUS
ALBANY, N.Y. 12240
TWO or MORE WILLFUL DETERMINATIONS 07/13/89
Page 2
(Continued)
Cam -Ful Industries,Inc.
-( 2 ) 6/16/86
2/1/87
DOL-
2/18/92
P. O. Box 153, 1522 Carbon St., Syracuse,
N.Y. 13208
Hydro -Fab Corporation
C 2 ) 3/13/87
3/25/87
DOL
3/25/92
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.Y. 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.V.
Esquire Wire & Fence Co. , Inc.
( 3 ) 06/27/84
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 8 M Company, A Di v. of Nieto
Roofing Contractors,inc.
( 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. & Hgt.
C 2 ) OS/07/87
02/21/89
DOL
02/21/94
1 East Park Road, Castile, NY 14427
Premier Restoration & Supply Company, Inc.
a/k/a
Premier Restoration & Supply, Inc. and
Premier -New York, Inc.
C 2 ) 09/17/86
04/13/89
DOL
04/13/94
178 Front Ave., West Haven, Conn. 06516
145 Palisade St., Dobbs Ferry, NY 10522
Great South Beach Marine Construction, a/k/a
Great South Beach Marine Construction, Inc.
( 2 ) 01/27/88
06/15/89
DOL
06/15/94
70 Browns River Road, Sayville, New York 11782
Mid -States Industries, Ltd.
03/03/87
06/22/89
DOL
06/22/94
Ita)03/03/87
P 0 Box 4228 1105 Ctalyn St. Schenectady,
New York 12303
Note:
* Tuzzolo had a willfull 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", thO 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: S/1S/87
docm: debarred
U.S. Department of Labor
GENERAL WAGE DECISION NO. NY89-13
Supersedes General Wage Decision No. NY88-13
State:
NEW YORK
County(ies): NASSAU AND SUFFOLK
Construction
Type: BUILDING, RESIDENTIAL. HEAVY & HIGHWAY
Kj
Construction
Description: Building, Residential (includes single family homes and
apartments up to and including 4 stories), Heavy &
Highway Construction Projects.
Modification Record:
No.
Publication Date
Page No.(s)
1
Jan.
13,
1989
800
2
Jan.
20,
1989
800-801
3
Feb.
24,
1889
800,803
4
Mar.
24,
1989
800
5
Apr.
21,
1989
800
6
June
16,
1989
800,803
7
June
30,
1989
801
8
Aug.
4,
1989
800-801,803
9
Sept.
8,
1989
801
10
Oct.
13,
1989
801
799
Vol. I
�.�.a. 1�CN�rZn1CI1C V1 LLiUVf
4P
NY89-13
BASIC
FRINGE
HOURLY
BENEFITS
RATES
ASBESTOS WORKERS
20.17
9.00
BOILERMAKERS
24.00
.10+
39% + a
BRICKLAYERS
23.79
8.73
CARPENTERS:
Nassau County (except that part South of
the Southern State Parkway West of Seaford
Creek, also Smithtown Islip line on the
East, Long Island Sound on the North and
Middle Island RR track on the South:
Carpenters; M111wrights; Piledrivermen;
Soft Floor Layers; Acostical; Drywall
Installers:
Building, Residential (under 2
stories), Heavy & Highway
20.50
7.58
Nassau County (Remainder of County):
22.66
6.25
Suffolk County:
Building and Residential
22.18
6.21
Heavy and Highway
22.03
6.21
CEMENT MASONS
21.72
9.52
DIVERS
26.98
9.74
DIVERS TENDERS
20.93
9.74
DOCKBUILDERS
23.66
10.47
ELECTRICIANS:
Building
26.25
.37+
42%
Wiring of single or multiple family
dwellings and apartments up to and
including 2 stories
17.70
.75+
29.7%
Maintenance Unit
19.66
32%
Installation of television recievers,
radio recievers, record players, and
associated apparatus and antenna and
home appliances and closed circuit TV
and multiple outlet distribution
systems, sound and intercommunication
systems and commercial electromechanical
devices and appliances where such is
not part of an electrical contract
11.075
b
Telephone Unit
18.84
28.625%
ELECTRICIANS (Lighting and Traffic Signal
System:
Lineman and Technician
18.00
4.5+1.5%+m
Groundman Digging Machine Operator and
Dynamite Man
16.20
4.5+1.5%+m
Mobile Equipment Operator
14.40
4.5+1.5%+m
Chief Mechanic
15.30
4.5+1.5%+m
Groundman Truck Driver (Tractor Trailer
unit)
15.30
4.5+1.5%+m
Groundman Truck Driver
14.14
4.5+1.5%+m
Flagman
8.10
4.5+1.5%+m
ELEVATOR CONSTRUCTORS:
Elevator Constructors
23.70
5.77 + c+d
Helpers
17.78
5.77 + c+d
Probationary helpers
11.85
Vol. I
800 (Aug. 11, 1989)
-- -u-b. uepartment of Laos --
NY89-13
Modernization & Repair:
Elevator Constructors
Helpers
Probationary helpers
GLAZIERS
SWING SCAFFOLD
IRONWORKERS:
Structural
Ornamental finsher
Stone derrickmen & Riggers
LABORERS:
Building
Plasterers tenders
Heavy & Highway:
Concrete &. curb form setters; asphalt
rakers
Asphalt workers & roller workers;
asphalt top shovelers & smoothers;
asphalt tampers
Jackhammers and drill men; hoppermen;
carpenters' tenders; pipe joiners and
setters; concrete laborers (structures);
stone spreading laborers; trackmen;
grading & excavating laborers; yard
laborers; puddlers on concrete pavement;
asphalt plant (hatcher & hoppermen);
all other unskilled laborers
LINE CONSTRUCTION
MARBLE SETTERS:
Cutters & Setters
Carvers
Polishers
Crane Operators; Derrickmen
Marble Finishers (Helpers)
METALLIC LATHERS & REINFORCING IRON
WORKERS
MILLWRIGHTS
*PAINTERS:
Nassau County (Lakeville Road north from
Union Tpke, to Northern Blvd.. all areas
or, north side of Northern B1vt. east to
Roslyn Bridge and Hempstead Harbor,
bounded by Hempstead Harbor, east, and
Long Island Sound, north; all areas south
of Sunrise Hwy. going east to Long Beach
Rd., then south on Long Beach Rd. to
Foxherst Ave., east on Foxherst Ave. to
Baldwin Road sign; all areas south of
Baldwin Road sign, including Point
Lookout and all areas west back to
New York City limits:
Painters
Spray
Fire Escapes
Nassau County (Remainder of County)
and Suffolk County:
Painters & drywall finishers
Vol. I
801 (Oct. 13, 1989)
4P,
20.56
5.62 + c+d
15.42
5.62 + c+d
10.253
f
19.80
8.80
20.80
8.80
21.00 16.28
20.00 15.53
21.75 13.94
18.80 7.64
17.90 6.70
17.97 2.00+ 26% + e
17.56 2.00+ 2q% + e
16.24 1. 00+ 2 6 ,'c + e
20.30 .60+ 351,10
13.93
4.19 +
f
14.48
4.19 +
f
14.89
2.90 +
f
12.91
4.34 +
f
12.91
2.90 +
f
22.63
6.350
+ g
19.79
12.04
21.00 34%
25.50 340,,
24.00 34%
19.88 9.62
-U -.S: Department of Labor
NY89-13
Vol. f
Spraying, scaffold or roiling
scaffold over 18 feet
22.25
9.62
Sandblasting; structural steel
24.65
9.62
Repaint of hospitals, schools and
apartment houses
14.79
5.78
PAPERHANGERS
16.84
5.28
PLASTERERS
14.75
5.00
PLUMBERS:
Nassau County:
21.77
6.12
Jobbing (repair to present plumbing
system that does not change the
existing roughing or any other minor
alteration job where the change to
the existing roughing does not have
a labor cost over $1,500
14.55
4.91
Suffolk County
22.75
9.18
POWER EOUIPMMENT OPERATORS
(BUILDING CONSTRUCTION):
Class 1
19.030
2.40
+
8%
+h
Class 2
19.305
2.40
+
8%
+h
Class 3
19.205
2.40
+
8%
+h
Class 4
17.855
2.40
+
8%
+h
Class 5
18.855
2.40
+
8%
+h
Class 6
19.430
2.40
+
8%
+h
Class 7
18-605
2.40
+
8%
+h
Class 8
19.055
2.40
+
8%
+h.
Class 9
18.855
2.40
+
8%
+h
Class 10
19.405
2.40
+
80/1C
+h
Class 11
19.005
2.40
+
8%
+h
Class 12
18.105
2.40
+
8%
+h
Class 13
18.800
2.40
+
8%
+h
Class 14
19.180
2.40
+
80/10
+h
Class 15
19.230
2.40
+
8;c
+h
Class 16
19.020
2.40
+
8%
+h
Class 17
18.630
2.40
+
8%
+h
Class 18
19.280
2.40
+
8%
+h
Class 19
21.900
2.40
+
8%
+h
Class 20
17.488
2.40
+
8%
+h
Class 21
20.280
2.40
+
8%
+h
Class 22
18.020
2.40
+
8%
+h
Class 23
18.480
2.40
+
8%
+h
Class 24
17.505
2.40
+
8%
+h
Class 25
17.730
2.40
+
8%
+h
Class 26
19.105
2.40
+
8%
+h
Class 27
19.480
2.40
+
8%
+h
Class 28
19.565
2.40
+
8;;
+h
Class 29
18.530
2.40
+
8%
+h
Class 30
19.330
2.40
+
8%
+h
Class 31
19.860
2.40
+
8%
+h
Class 32
17.355
2.40
+
8%
+h
Class 33
18.605
2.40
+
8%
+h
POWER EQUIPMENT OPERATORS
(HEAVY & HIGHWAY):
Class 1
19.030
2.40
+
8%
+i
Class 2
19.400
2.40
+
8%
+i
Class 3
19.255
2.40
+
8%
+i
802 (Aug 11, 1989)
U.S. Department of Labor
NY89-13
Class 4
Class 5
C ass 6
Class 7
C ass 6
Class 9
Class 10
Class 11
Class 12
Class 1 3
ClaSS 14
Class 15
C ass 16
Class 17
Class 18
Class 19
Class 20
Class 21
Cass 22
Cass 23
C 1 a s s 24
ROOFERS
SHEET METAL WORKERS
*SPRINKLER FITTERS & STEAMFITTERS
Refrigeration, air conditioning and
o,' burner maintenance and installation
mechanics (insta " ation of commmercial
equipment where the combined horsepower
does not exceed 5 horsepower; installa-
tion of air cooling, heating and air
conditioning on any job where the com-
bined horsepower does not exceed 10
horsepower)
STONE MASONS
TERRAZZO & MOSAIC WORKERS
TERRAZZO & MOSAIC FINISHERS
TILE SETTERS
TILE FINISHERS
*TRUCK DRIVERS:
Bui'ding:
Ready -mix concrete, sand, gravel,
& bulk cement
*Asphalt
High Rise
*Heavy:
Euclids & turnapulls
*Landscapers:
Euclids & turnapulls
16.780
18.530
18.970
18.220
18.755
18.450
18.915
17.845
18.220
17.130
18.865
16.815
18.435
19.245
18.570
16.820
18.395
17.275
18.490
19.655
16.605
20.18
24.33
25.30
13.98
18.00
23.66
15.48
24.605
18.36
16.00
18.74
14.965
2.40 + 8% +i
2.40 + 8" +i
2.40 + 8h +i
2 . 40 + 8`/ + i
2.40 + 87� i i
2 . 40 + 87,* + i
2.40 + 8% +i
2.40 + 81, + i
2.40 + 8% +i
2.40 + 8% +i
2.40 + S°' + i
2.40 + 8% +i
2.40 + 8°1 + i
2.40 + 8% +i
2.40 + 8% +i
2.40 + 8% +i
2. + 8% +i
2.4, + 8% +i
2.40 + 8% +i
2.40 + 85i + i
2.40 + 8% +1
10.64
10.288
11.65
1.57
3.75
4.38
2.71
5.18
3.47
6.40 + j+k
1 1 . 285
9.8775+ g+j
18.335 11.1625
18.805 11.1625
WELDERS - Rate for craft to which the welding is incidental.
Unlisted classifications needed for work not included within the scope
of the classifications listed may be added after award only as pro-
vided in the labor standards contract clauses (29 CFR 5.5(a)(1)(ii)).
F007NOTES:
V01.1 803 (Aug. 1 1 , 1989 )
U.S. Department of Labor I
NY89-13
PAIC HOLIDAYS: A -New Year's Dai•: E -Memorial Day; C -Independence Day;
D -Labor Day; E -Thanksgiving Day; F -Christmas Day.
a. Paid Holidays: A and F. Good Friday and Friday after Thanksgiving
b. Paid Hoildays: A throug.n F, President's Day, the anniversary of
the employee's date of employment, and the employee's birthday.
All employees whose continuous service credit began prior to
April 1 of the current year shall be entitled to a vacation of one
week, and the employee whose continuous service credit started
prior to October 1 of the preceding year shall be entitled to a
vacation of two weeks. Employees who on March 31 of the current
year have continuous service credit of six years with Company
shall be entitled to a vacation of 2 weeks and 1 day; those with 7
years, 2 weeks and 2 days: E years. 2 weeks and 3 days; 9 years, 2
weeks and 4 days; 10 years, 3 weeks; 15 years, 4 weeks; 25 years
ano over. 5 weeks.
An employee shall be paid for absence due to personal illness,
personal injury, or Beath in the immediate family at his basic
rate for a period of five (5) days in any calender year.
C, Employer contributes $8.00 a day.
d. Paid Holidays: A through F. Lincoln's Birthday, Washington's
Birthday. Columbus Day, Armistice Day and Friday after
Thanksgiving Day.
e. Paid Holidays: A through F, Lincoln's Birthday, Washington's
Birthday, Columbus Day, Veteran's Day and Election Day, provided
the employee works or shows up for work on the scheduled day
before and the scheduled day after the holiday.
f. Paid Holiday: One half day's pay for Labor Day.
g. Paid Hc'iday: Employees employed on December 24 and December 31
who report for work on such days shall be paid afternoon holiday
pay of four hours each day. Paid Holidays shall be included for
purposes of Vacation Credit.
h. Paid Holidays: A through F. Lincoln's Birthday, Washington's
Birthday, Columbus Day. Election Day and Veterans Day.
i. Paid Holidays: A through F. Linco'n's Birthday, Washington's
Birthday, Columbus Day, Election Day and Veteran s Day, provided
employee works the day after the holiday.
j. For each 15 days worked with the contract year an employee will
receive one day vacation with pay, maximum vacation of 3 weeks per
year. In addition, an emplyee who qualifies for two weeks (10
days) vacation or more with pay and who has been continuously
employed by his employer for six years before the close of any
contract year, shall be entitled to one extra day vacation; seven
years before the close of any contract year, shall be entitled to
two extra day vacation; eight years before the close of any
contract year, shall be entitled to three extra day vacation; nine
years before the close of any contract year, shall be entitled to
four extra day vacation; ten years before the close of any
contract year or over shall be entitled to three weeks paid
vacation with pay, but in no event shall any employee be entitled
to more than three weeks vacation with pay per year.
k. Paid Holidays A thru F, Lincoln's Birthday. Washington's Birthday,
Election Day, Veteran's Day provided the employee works 2 days in
804 (Aug. 11, 1989)
Vol. I
U.S. Department of Labor
NY89-13
�Pl
the calendar week in which the holiday falls and shapes each
remaining work day during such Calendar week.
For each 15 days worked within the contract year an employee will
receive one day's vacation with pay, maximum vacation of 3 weeks
per year. All 10 year employees working 150 days in the contract
year shall receive 3 weeks paid vacation, with pay in advance.
Vacation time sha'1 be counted toward the following year's
vacation.
M. Paid Holidays: A through F plus Washington's Birthday, Good
Friday, Decoration Day. Election Day for the President of the
United States, and Election Day for the Govenor of New York State.
Provided the work the day before or after the holiday.
CLASSIFICATION DESCRIPTIONS
POWER EOUIPMEN7 OPERATORS (EUILDING CONSTRUCTION)
Cass 1: Asphalt spreader
Cass 2: Backhoe, drag'ine, gradall, piledriver, shovel.
Class 3: Batching plant (on site of job), power winch (used for stone
or steel), power winch truck-mountec (used for stone or steel), pump
(concrete).
Cass 4: Bending machine, generator (small), vibrator, 1 to 5 dinky
locomotive.
Class 5: Sciler, bulldozer, compressor (or crane), compressor (pile
work), compressor (stone setting), concrete breaker, conveyor,
generator (pi7e4ork), loading machine (front end), maintenance
engineer, mechanical compacters (machine drawn), powerhouse, power
winch t-uck-mounted (used for other than steel or stone), pu'vi-
mixer, power winch (used for other than steel), pump (double action
diaphram), pump (gypsum), pump (hydraulic), pump (jet), pump (single
action - 1 to 3), pump (well point), welding and burning, we'ding
machine (piiework).
C ass 6: Ecom truck, crane (crawler or truck), conveyor - multi -plant
engineer, stone spreader (self-propelled).
Class 7: Compressor, compressor (2 or more in battery), generator,
mulch machine, pin puler, portable heaters, pump (4 inch or over),
trac tamper, welding machine.
Class 8: Crane and boom truck (setting structural or stone).
Class 9: Bulldozer (used for excavation), fireman, loading machine,
powerboom, scoop (carry -all scraper) vac -all.
Class 10: CMI or maxim spreader, concrete spreader, derrick, sideboom
tractor.
Class 11: Compressor (structural steel).
805 (Aug. 11, 1989)
Vol. I
WC3. Department of Labor
NY89-13
Class 12: Concrete saw or cutter, mixer (with skip), mixer (2 small
with or without skip), pump (up to 3 inches), tractor - caterpillar
or wheel.
Class 13: Curb machine (asphal+ or concrete), curing machine, pump
(submersible), tower crane maintenance man.
C l a ;s 14: Dredge.
Class 15: El-::vator, forklift, hoist (I drum) .
Class 16: Forklift (walk -behind, power operated).
Class 17: Grader.
Class 18: Hoist (2 and drum).
Class 19: Hoist (multiple platform).
Class 20: Mechanical compacters (hand operated), trench machine
(hand).
Class 21: Hoist tandem platform.
Class 22: Hydra -hammer, ridge cutter.
Class 23: Loading machine (with capacity of 10 yds. or over).
Class 24: Oiler, stump chipper.
Class 25: Power buggies.
Class 26: Roller, trench machine.
Class 27: Scoop, carry -all, scraper in tandem.
Class 28: Sideboom tractor (used in tank work).
Class 29: Stripping machine.
Class 30: Tank work.
Class 31: Tower crane (engineer).
Class 32: Tower crane (oiler).
Class 33: Welding machine, structural steel.
POWER EQUIPMENT OPERATORS (HEAVY & HIGHWAY)
Class 1: Asphalt spreader, boom truck, boring machine (other than
post holes), CMI or maxim spreader, crane (crawler or truck),
conveyor (multi), plant engineer, concrete spreader, siaeboom
tractor, stone spreader (self-propelled), cherry picker.
V01.1 806 (Aug. 1 1 , 1989 )
U.S. Department of Labor 4P,
NY89-13
Class 2: Eackhoe, crane (stone setting), crane (structural
steel),dragline, gra0a7', piledriver, road paver, shovel.
Class 3: Batching plant (on site of fob). crane (on barge),
derrick,sideboom tractor (used in tank work), tank work.
Class 4: Bending machine, mechanica' compactors (hand operated), pump
(centrifugal, up to 3 inches), trench machine (hand).
Class 5: Boiler.
Class 6: Boring machine (post holes)
Class 7: Bulldozer, concrete finishing machine, conveyor, curb
machine (aspha't or concrete), curing machine, dinky iocomotive,
fireman, forklift, hoist (1 drum), loading machine, maintenance
engineer, pu'vi-mixer, pump (4 in. or over ), pumo (hydraulic), pump
(jet), pump (submersib'e), pump (we'l pointi, ro'"er (5 tons and
over), scoop (carry -a'', scraper), maintenance man (tower crane),
vac -all, we'ding & burning.
Class 8: Compressor (on crane), generator (pi'e work), welding
machine (pile work). power winch (used for other than stone or
structural steel) power house, loading machine (front end),
compressor (pile work), power winch (truck -mounted, used for other
than stone or steel), hoist (2 drum).
Class 9: Compressor (2 or more in battery)
Class 10: Compressor (stone setting), compressor (structura' steel),
welding machine(structural steel).
Class 11: Compressor, mulch machine, pin puller, pump (double action
diaphragm), pump (gypsum), pump (single action 1 to 3), striping
machine, we'd*ng machine.
Class 12: Load -ng machine, with bucket capacity of 10 yares cr over.
Class 13: Concrete breaker, concrete saw or cutter, forklift (walk -
behind, power operated), hydra -hammer, mixer (with skip), mixer (2
small with or without skip), mixer (2 tag or over with or without
skip), power buggies, power grinders, ridge cutter.
Class 14: Dredge.
Class 15: Generator (small).
Class 16: Grader.
Class 17: Hoist (3 drum), power winch (truck mounted, used for stone
or steel), power winch (used for stone setting & structural steel),
trench machine.
Class 18: Mechanical compactors (machine drawn), roller (over 5
tons).
Class 19: Oiler, root cutter, stump chipper, tower crane (oiler,
track tamper).
Vol. I
806a (Aug. 11, 1989)
U.S. Department of Labor
NY89-13
Class 20: Portable heaters.
Class 21: Power boom.
Class 22: Pump (concrete).
class 23: Scoop (carry -all, scraper in tandem), tower crane
(engineer).
Class 24: Tractor (caterpillar or wheel).
806b (Aug. 11, 1989)
Vol. I
GENERAL PROVISIONS
SECTION 30 - AWARD AND EXECUTION OF CONTRACT
30-01. Consideration of Proposals.
After the proposals are publicly opened and read, they will
be compared on the basis of the summation of the products obtained
by multiplying the estimated quantities shown in the proposal by
the unit bid prices. If a bidder's proposal contains a discrepancy
between unit bid prices written in words and unit bid prices
written in numbers, the unit price written in words shall govern.
Until the award of a Contract is made, the Owner reserves the
right to reject a bidder's proposal for any of the following
reasons:
a. If the proposal is irregular as specified in the subsec-
tion titled IRREGULAR PROPOSALS OF Section 20.
b. If the bidder is disqualified for any of the reasons
specified in the subsection titled DISQUALIFICATION OF
BIDDERS of Section 20.
In addition, until the award of a Contract is made, the Owner
reserves the right to reject any or all proposals, to award only
the Base Bid, to award only an Alternate Bid (if any), or to award
either the Base Bid or the Alternate Bid plus any or all Add -On
Bids (if any); waive technicalities, if such waiver is in the best
interest of the Owner and is in conformance with applicable State
and local laws or regulations pertaining to the letting of
construction contracts; advertise for new proposals; or proceed
with the work otherwise. All such actions shall promote the
Owner's best interests.
30-02. Award of Contract.
The award of a Contract, if it is to be awarded, shall be made
within forty-five (45) calendar days of the date specified for
publicly opening proposals, unless otherwise specified herein.
Award of the Contract shall be made by the Owner to the
lowest, qualified bidder whose proposal conforms to the cited
requirements of the Owner.
GENERAL PROVISIONS
SECTION 30 - AWARD AND EXECUTION OF CONTRACT
30-03. Cancellation of Award.
The Owner reserves the right to cancel the award without
liability to the bidder, except return of proposal guaranty, at
any time before a Contract has been fully executed by all parties
and is approved by the Owner in accordance with the subsection
titled APPROVAL OF CONTRACT of this section.
30-04. Return of Proposal Guarant
All proposal guaranties, except those of the three (3) lowest
bidders, will be returned immediately after the Owner has made a
comparison of bids as hereinbefore specified in the subsection
titled CONSIDERATION OF PROPOSALS of this section. Proposal
guaranties of the three (3) lowest bidders will be retained by the
Owner until such time as an award is made, at which time, the
unsuccessful bidder's proposal guaranty will be returned. The
successful bidder's proposal guaranty will be returned as soon as
the Owner receives the Contract bonds as specified in the subsec-
tion titled REQUIREMENTS OF CONTRACT BONDS of this section.
30-05. Requirements of Contract Bonds.
At the time of the receipt of the Notice of Award, the
successful bidder shall furnish the Owner, in triplicate, a surety
bond guaranteeing the performance of the work and a surety bond
guaranteeing the payment of all legal debts that may be incurred
by reason of the Contractor's performance of the work. Each bond
shall be fully executed by the bidder and his Surety, and shall be
in a sum equal to one hundred percent (100%) of the amount of the
Contract awarded. The Surety and the form of the bonds shall be
acceptable to the Owner.
30-06. Execution of Contract.
The successful bidder shall sign (execute) the necessary
Agreements for entering into the Contract and return such signed
Contract to the Owner, along with the fully executed surety bond
or bonds specified in the subsection titled REQUIREMENTS OF
CONTRACT BONDS of this section, within fifteen (15) calendar days
from the date mailed or otherwise delivered to the successful
bidder. If the Contract is mailed, special handling is recom-
mended.
30 - 2
GENERAL PROVISIONS
SECTION 30 - AWARD AND EXECUTION OF CONTRACT
30-07. ADDroval of Contract.
Upon receipt of the Contract and Contract bond or bonds that
have been executed by the successful bidder, the Owner shall
complete the execution of the Contract in accordance with local
laws or ordinances, and return the fully executed Contract to the
Contractor. Delivery of the fully executed Contract to the
Contractor shall constitute the Owner's approval to be bound by the
successful bidder's proposal and the terms of the Contract.
30-08. Failure to Execute Contract.
Failure of the successful bidder to execute the Contract and
furnish an acceptable surety bond or bonds within the fifteen (15)
calendar day period specified in the Subsection 30-06 EXECUTION OF
CONTRACT shall be just cause for cancellation of the award and
forfeiture of the proposal guaranty, not as a penalty, but as
liquidation of damages to the Owner.
30-09. Commencement and Completion.
The bidders are hereby notified that the time of completion
is of the essence and, to that end, the Owner has determined that
the completion dates as stated below and in the Contract and
Specifications include adequate time for completing the work under
this Contract. If the bidders consider that the time to complete
the work is inadequate, they should not submit bids.
The work of the Contract shall be commenced within ten (10)
days following issuance of the Notice to Proceed to the Contractor.
The time of Total Completion is 30 working days and shall mean
all of the work of the Contract is complete and in operating order.
The bidder's attention is directed to the liquidated damage
provisions of Item 80-08, FAILURE TO COMPLETE ON TIME.
30-10. Power of Attorney.
Attorneys in fact who sign Contract Bonds and Payment Bonds
must file with the bond a certified copy of their power of attor-
ney to sign said bonds.
30 - 3
GENERAL PROVISIONS
SECTION 30 - AWARD AND EXECUTION OF CONTRACT
30-11. Contract Drawings Furnished to Contractors
Each Prime Contractor will be furnished, free of charge, three
(3) sets of full-size Contract Drawings. Any additional full-size
sets or random sheets will be furnished by the Engineer at a cost
to the Contractor of seventy-five cents ($0.75) per sheet.
In addition, each Prime Contractor will be furnished, free of
charge (only within the limits of availability), as many unexecuted
Contract Documents Books and, where Contract Drawings have been
reduced in size, as many sets of the reduced drawings as may be
necessary for the prosecution of each Contract.
30 - 4
QUANTITIES FOR CANVASS OF BIDS
Elizabeth Field 211.002
Fishers Island, New York --------
Obstruction Removal And Lighting 03/12/90
ITEM FAA
NO.
SPEC NO.
DESCRIPTION
QUANTITY
UNITS
1
P-151
CLEARING & GRUBBING
6.5
ACRE
2
P-152
COMMON EXCAVATION
1
LS
3
P-152
REMOVAL OF EARTH FROM RUNWAY SURFACE
1
LS
4
P-152
PAVEMENT EXCAVATION
640
SY
5
P-612
FIELD OFFICE
1
LS
6
P-620
RUNWAY & TAXIWAY PAINTING
30,150
SF
7
P-640
BUILDING DEMOLITION
1
LS
8
T-901
SEEDING
39,800
SY
9
T-908
MULCHING
39,800
SY
10
L-108
CABLE TRENCHING FOR THE INSTALLATION OF
UNDERGROUND CABLE
3,490
LF
11
L-108
NO. 8 AWG, 600V, TYPE C SINGLE CONDUCTOR
UNDERGROUND CABLE INSTALLED IN TRENCH/CONDUIT
15,080
LF
12
L-108
NO. 8 AWG, BARE COPPER COUNTERPOISE WIRE
INSTALLED IN TRENCH INCLUDING GROUNDING RODS
AND EXOTHERMIC CONNECTIONS
3,490
LF
13
L-110
2 -INCH DIAMETER RIGID STEEL CONDUIT INSTALLED
IN PAVEMENT
110
LF
14
L-110
2 -INCH DIAMETER RIGID STEEL CONDUIT INSTALLED
IN TURF
1,141
LF
15
L-125
INSTALLATION OF L-810 DOUBLE OBSTRUCTION
LIGHT UNIT, IN PLACE
4
EACH
16
L-125
INSTALLATION OF L-810 SINGLE OBSTRUCTION
LIGHT UNIT, IN PLACE
3
EACH
17
L-125
INSTALLATION OF AIRPORT GARAGE ELECTRICAL
EQUIPMENT
1
LS
18
L-125
INSTALLATION OF ELECETRICAL PULL BOX
10
EACH
19
L-128
MAINTENANCE AND PROTECTION OF TRAFFIC
1
LS
20
---------------------------------------------------------------------------
M-100
MOBILIZATION
1
LS
PAGE 1
BID
FOR ALL WORK INCLUDED IN
THE CONSTRUCr'iON OF
OBSTRUCTION REMOVAL & LIGHTING
at the
ELIZABETH FIELD AIRPORT
FISHERS ISLAND, NEW YORK
TO: Town Board
Town of Southold
Town Hall
53095 Main Road, P.O. Box 1179
Southold, New York 11971
The undersigned, as bidder, hereby declares that he has examined
the site of the work and informed himself fully in regard to all
conditions pertaining to the place where the work is to be done;
that he has examined the Plans and Specifications for the work and
Contractual Documents relative thereto and has read all Special
Provisions furnished prior to the opening of bids; that he has
satisfied himself relative to the work to be performed.
The bidder proposes and agrees, if this Proposal is accepted, to
contract in the form of contract specified with the Town of
Southold,to furnish all necessary materials, equipment, machinery,
tools, apparatus, means of transportation and labor necessary to
complete the construction of the Obstruction Removal and Lighting
Contract in full and complete accordance with the shown, noted,
described and reasonably intended requirements of the Plans,
Specifications and Contract Documents, to the full and entire
satisfaction of the above said Town of Southold, with a definite
understanding that no money will be allowed for extra work except
as set forth in the attached General Conditions and Contract
Documents, for the unit prices listed opposite each item.
It is agreed that the description under each item, being briefly
stated, implies, although it does not mention, all incidentals and
that the prices stated are intended to cover all such work,
materials and incidentals as constitute bidder's obligations as
described in the Specifications and any details not specifically
mentioned, but evidently included in the Contract shall be com-
pensated for in the item which most logically includes it.
BID -la
Elizabeth Field
Obstruction Removal And Lighting
UNIT PRICE SCHEDULE
FAA
PRICE IN FIGURES
UNIT PRICE
TOTAL AMOUNT
ITEM
SPEC
ITEM DESCRIPTION
NO.
NO.
AND UNIT PRICE IN WORDS
$
$
1
P-151
CLEARING & GRUBBING
6.5 ACRE
FOR
PER ACRE
$
$
2
P-152
COMMON EXCAVATION
1 LS
FOR
PER LS
$
$
3
P-152
REMOVAL OF EARTH FROM RUNWAY SURFACE
1 LS
FOR
PER LS
$
$
4
P-152
PAVEMENT EXCAVATION
640 SY
FOR
PER SY
$
$
Elizabeth Field
Obstruction Removal And Lighting
UNIT PRICE SCHEDULE
ITEM
NO.
FAA
SPEC
NO.
ITEM DESCRIPTION
AND UNIT PRICE IN WORDS
PRICE IN FIGURES
UNIT PRICE
$
TOTAL AMOUNT
$
5
P-612
FIELD OFFICE
1 LS
FOR
$
$
PER LS
6
P-620
RUNWAY & TAXIWAY PAINTING
30150 SF
FOR
$
$
PER SF
7
P-640
BUILDING DEMOLITION
1 LS
FOR
$
$
PER LS
8
T-901
SEEDING
39800 SY
FOR
$
$
PER SY
Elizabeth Field
Obstruction Removal And Lighting
UNIT PRICE SCHEDULE
FAA
PRICE IN FIGURES
UNIT PRICE
TOTAL AMOUNT
ITEM
SPEC
ITEM DESCRIPTION
NO.
NO.
AND UNIT PRICE IN WORDS
$
$
9
T-908
MULCHING
39800 SY
FOR
PER SY
$
$
CABLE TRENCHING FOR THE INSTALLATION OF
10
L-108
UNDERGROUND CABLE
3490 LF
FOR
PER LF
$
$
NO. 8 AWG, 600V, TYPE C SINGLE CONDUCTOR
11
L-108
UNDERGROUND CABLE INSTALLED IN TRENCH/CONDUIT
15080 LF
FOR
PER LF
$
$
NO. 8 AWG, BARE COPPER COUNTERPOISE WIRE
12
L-108
INSTALLED IN TRENCH INCLUDING GROUNDING RODS
AND EXOTHERMIC CONNECTIONS
3490 LF
FOR
PER LF
$
$
Elizabeth Field
Obstruction Removal And Lighting
UNIT PRICE SCHEDULE
FAA
PRICE IN FIGURES
UNIT PRICE
TOTAL AMOUNT
ITEM
SPEC
ITEM DESCRIPTION
NO.
NO.
AND
UNIT PRICE IN WORDS
$
$
2 -INCH DIAMETER
RIGID
STEEL CONDUIT INSTALLED
13
L-110
IN PAVEMENT
110 LF
FOR
PER
LF
$
$
2 -INCH DIAMETER
RIGID
STEEL CONDUIT INSTALLED
14
L-110
IN TURF
1141 LF
FOR
PER
LF
$
$
INSTALLATION OF
L-810
DOUBLE OBSTRUCTION
15
L-125
LIGHT UNIT, IN
PLACE
4 EACH
FOR
PER
EACH
$
$
INSTALLATION OF
L-810
SINGLE OBSTRUCTION
16
L-125
LIGHT UNIT, IN
PLACE
3 EACH
FOR
PER
EACH
$
$
Elizabeth Field
Obstruction Removal And Lighting
UNIT PRICE SCHEDULE
FAA
PRICE IN FIGURES
UNIT PRICE
TOTAL AMOUNT
ITEM
SPEC
ITEM DESCRIPTION
NO.
NO.
AND UNIT PRICE IN WORDS
$
$
INSTALLATION OF
AIRPORT GARAGE ELECTRICAL
17
L-125
EQUIPMENT
1 LS
FOR
PER
LS
$
$
18
L-125
INSTALLATION OF
ELECETRICAL PULL BOX
10 EACH
FOR
PER
EACH
$
$
19
L-128
MAINTENANCE AND
PROTECTION OF TRAFFIC
1 LS
FOR
PER
LS
$
$
20
M-100
MOBILIZATION
1 LS
FOR
PER
LS
$
$
TOTAL
CONTRACT
Elizabeth Field
Obstruction Removal And Lighting
TOTAL PRICE IN WORDS
TOTAL PRICE IN FIGURES
NOTE: UPON NOTIFICATION OF AWARD OF CONTRACT, THE SUCCESSFUL BIDDER SHALL SUBMIT, IN
WRITING A BREAKDOWN OF THE FOREGOING UNIT PRICES INDICATING (A) WHAT PORTION
IS FOR MATERIALS AND SUPPLIES AND (B) WHAT PORTION IS FOR OTHER CONSIDERATIONS.
This bid is based upon prevailing wages in Suffolk County, New York
and in no case are wages considered less than those predetermined
by the State and Federal Departments of Labor, schedules of which
are contained in the Specifications.
The quantities for bid items listed on the proposal sheet are
estimated quantities only for the purpose of comparing bids. Any
difference between these estimated quantities and actual quantities
required for construction shall not be taken as a basis for claims
by the Contractor for extra compensation. Compensation will be
based upon the unit prices and actual construction quantities.
Upon receipt of written notice of the acceptance of this bid,
bidder will execute the formal Contract attached within 15 days
and deliver a Surety Bond or Bonds as required by Section 30-05 of
the General Provisions. The bidder further proposes and agrees
hereby to commense construction with an adequate work force, plant
and equipment within 10 consecutive calendar days of the written
notice to proceed and will progress therewith to its completion
within 30 working days in accordance with this Contract and
Specification. The bid bond or certified check in the amount of
five percent (5%) of this bid shall become the property of the
Owner in the event the Contract and bond are not executed within
the time above set forth, as liquidated damages for the delay and
additional expense to the Owner caused thereby.
Attached hereto is a certified check on the
Bank of or a bid bond for the
sum of Dollars ($ )
made payable to the
SIGNATURE:
IN WITNESS WHEREOF, the parties to these present have hereunto set
their hands and seals the day and year first above written: The
Contractor by such duly authorized officers or individuals as may
be required by law.
( SEAL)
(SECRETARY)
(WITNESS)
BY:
TITLE:
(CONTRACTOR)
NOTE: If Contractor is a corporation, Secretary should attest.
BID -2
NON -COLLUSIVE BIDDING CERTIFICATE
The Signer of this Bid declares:
A. That he has carefully examined the annexed form of the Agree-
ment and Contract Documents.
B. Pursuant to Section 103-d of the General Municipal Law, 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 knowledge and
belief:
1. The prices in this Bid have been arrived at independently
without collusion, consultation, communication or
agreement, for the purpose of restricting competition,
as to any matter relating to such prices with any other
Bidder or with any competitor;
2. Unless otherwise required 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 Bidder
to induce any other person, partnership or corporation
to submit or not to submit a Bid for the purpose of
restricting competition.
I hereby affirm under the penalties of perjury that the foregoing
statement is true.
Affix Seal
if Principal
is Corporation
BIDDER:
TITLE:
BID -3
State of New York)
SS:
County of )
On the day of r 19 before me
personally came
Name of Bidder and
each person signing on behalf of Bidder
to me known, who, being by me duly sworn, did swear and affirm
that he resides at ;
that he is the
of the Bidder herein and signs the foregoing Non -Collusive Certi-
fication on behalf of such Bidder; that he executed the foregoing
Non -Collusive Certification; and that, to the best of his know-
ledge and belief, the statement made in the foregoing Non -
Collusive Certification is true.
MY COMMISSION EXPIRES
BID -4
NOTARY PUBLIC
This form shall be completed by all Bidders and shall
accompany all Proposals.
The Bidder (Proposer) shall complete the following statement
by checking the appropriate boxes.
The Bidder (Proposer` has has not participated in a
previous Contract subject to the Equal Opportunity clause pre-
scribed by Executive Order 10925, or Executive Order 11114 or
Executive Order 11246.
The Bidder (Proposer) has has not submitted all
compliance reports in connection with any such Contract due under
the applicable filing requirements; and that representations
indicating submission of required compliance reports signed by
proposed Subcontractors will be obtained prior to award of Subcon-
tracts.
If the Bidder (Proposer) has participated in a previous
Contract subject to the Equal Opportunity clause and has not
submitted compliance reports due under applicable filing require-
ments, the Bidder (Proposer) shall submit a compliance report on
Standard Form 100, "Employee Information Report EEO- 1" prior to
the award of Contract.
Standard Form 100. is normally furnished employees annually,
based on a mailing list currently maintained by the Joint Report-
ing Committee. In the event a Contractor has not received the
form, he may obtain it by writing to the following address:
Joint Reporting Committee
1800 G Street, N.W.
Washington, D.C. 20506
BID -5
CERTIFICATION OF BIDDER REGARDING EQUAL EMPLOYMENT OPPORTUNITY
FOR CONSTRUCTION CONTRACTS EXCEEDING $10,000
BIDDERS NAME
ADDRESS
INTERNAL REVENUE SERVICE EMPLOYER IDENTIFICATION NUMBER
NON -SEGREGATED FACILITIES
NOTICE TO PROSPECTIVE FEDERALLY -ASSISTED CONSTRUCTION CONTRACTORS:
1. A Certification of Non -Segregated Facilities must be submitted
prior to the award of a Federally -assisted construction
contract exceeding $10,000.00 which is not exempt from the
provisions of the Equal Opportunity clause.
2. Contractors receiving Federally -assisted construction contract
awards exceeding $10,000.00 which are not exempt from the
provisions of the Equal Opportunity clause will be required
to provide for the forwarding of the notice to prospective
subcontractors for supplies and construction contracts where
the subcontracts exceed $10,000.00 and are not exempt from the
provisions of the Equal Opportunity clause.
NOTE: The penalty for making false statements in offers
is prescribed in 18 U.S.C. 1001.
NOTICE TO PROSPECTIVE SUBCONTRACTORS OF REQUIREMENT FOR CERTIFI-
CATION ON NON -SEGREGATED FACILITIES:
1. A Certification of Non -Segregated Facilities must be submitted
prior to the award of a subcontract exceeding $10,000.00 which
is not exempt from the provisions of the Equal Opportunity
clause.
2. Contractors receiving subcontract awards exceeding $10,000.00
which are not exempt from the provisions of the Equal Oppor-
tunity clause will be required to provide for the forwarding
of this notice to prospective subcontractors for supplies and
construction contracts where the subcontracts exceed
$10,000.00 and are not exempt from the provisions of the Equal
Opportunity clause.
NOTE: The penalty for making false statements in offers
is prescribed in 18 U.S.C. 1001.
BID -6
CERTIFICATION OF NON -SEGREGATED FACILITIES:
The Federally -assisted construction contractor certifies that he
does not maintain or provide for his employees any segregated
facilities at any of his establishments, and that he does not
permit his employees to perform their services at any location,
under his control, where segregated facilities are maintained. The
Federally -assisted construction contractor certifies further that
he will not maintain or provide for his employees any segregated
facilities at any of his establishments, and that he will not
permit his employees to perform their services at any location,
under his control, where segregated facilities are maintained. The
Federally -assisted construction contractor agrees that a breach of
this certification is a violation of the Equal Opportunity clause
in this contract. As used in this certification, the term
"segregated facilities" means any waiting rooms, work areas,
restrooms and washrooms, restaurants and other eating areas,
timeclocks, locker rooms and other storage or dressing areas,
parking lots, drinking fountains, recreation or entertainment
areas, transportation, and housing facilities provided for
employees which are segregated by explicit directive or are in fact
segregated on the basis of race, color, religion, sex or national
origin, because of habit, local custom or any other reason. The
Federally -assisted construction contractor agrees that (except
where he has obtained identical certifications from proposed
subcontractors for specific time periods) he will obtain identical
certifications from proposed subcontractors prior to the award of
subcontracts exceeding $10,000.00 which are not exempt from the
provisions of the Equal Opportunity clause, and that he will retain
such certifications in his files.
NOTICE TO PROSPECTIVE CONTRACTORS OF REQUIREMENT FOR CERTIFICATION
FOR NON -SEGREGATED FACILITIES:
A Certification of Non -Segregated Facilities must be submit-
ted prior to the award of a contract or subcontract exceeding
$10,000.00 which is not exempt from the provisions of the
Equal Opportunity clause.
Certification - The information above is true and complete to the
best of my knowledge and belief.
Name and Title of Signer
Signature
Date
NOTE: The penalty for making false statements in offers
is prescribed in 18 U.S.C. 1001
BID -7
STATEMENT OF SURETY'S INTENT
TO:
We have reviewed the bid of
of
for
(Address)
(Contractor)
(Project)
Bids for which will be received on
(Bid Opening
Date)
and wish to advise that should this Bid of the Contractor be
accepted and the Contract awarded to him, it is our present
intention to become surety on the performance bond and labor and
material bond required by the Contract.
Any arrangement for the bonds required by the Contract is a
matter between the Contractor and ourselves and we assure no
liability to you or third parties if for any reason we do not
execute the requisite bonds.
We are duly authorized to do business in the State of
New York.
Attest:
Surety's Authorized Signature(s)
Attach Power of Attorney
(Corporate seal, if any. If no seal, write "No Seal" across this
place and sign.)
(This Form Must Be Complete Prior
To The Submission Of The Bid)
:_R
ADDENDA RECEIPT
Receipt of the following Addenda is acknowledged:
ADDENDUM NO. Dated
ADDENDUM NO. Dated
ADDENDUM NO. Dated
(Firm or Corporation Making Bid)
(signature of Authorized Person)
Telephone No.
P.O. Address
Dated
The full names and residences of all persons interested in this bid
as principals are as follows:
Bidders must fill out the above complete.
BID -9
SUBCONTRACTORS AND SUPPLIERS
SUBCONTRACTOR AND SUPPLIER
NAME AND TITLE OF SIGNER SIGNATURE AND DATE
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
NOTE: The penalty for making false statements in offers is
prescribed in 18 U.S.C. 1001.
BID -10
DISADVANTAGED BUSINESS ENTERPRISE REQUIREMENTS
To meet the requirements of Department of Transportation, Regulation 49 CFR Part
23, all bidders will provide evidence of the methods they have used to meet the
Disadvantaged Business Enterprise goal as published in the Sponsor's
Disadvantaged Business Enterprise Plan and approved by the Department of
Transportation. The DBE participation goal for this project is 10% _.
All bidders must submit an assurance stating the percentage of Disadvantaged
Businesses they intend to employ on this project.
WITHIN 15 DAYS AFTER THE OPENING OF BIDS AND BEFORE THE AWARD OF A
CONTRACT, ALL BIDDERS OR PROPOSERS WISHING TO REMAIN IN COMPETITION FOR THE
CONTRACT SHALL SUBMIT:
1. Name(s) of Disadvantaged Business Enterprise subcontractor(s) they
intend to use.
2. Description of work each is to perform.
3. Dollar value of each proposed Disadvantaged Business Enterprise
subcontract.
REQUIRED ASSURANCE TO BE INCLUDED IN ALL BID PROPOSALS
This firm assures that it will utilize not less than % of Disadvantaged
Business participation.
CERTIFICATION OF BIDDER FOR THE ABOVE:
BIDDER's NAME
ADDRESS
IRS NUMBER
Signature and Title Date
BID -11
s
THIS CONTRACT, in three (3) copies, made and entered into this
day of , 19 , by and between the
Town of Southold, Party of the First Part, and
of
County of State of
hereinafter designated as. the CONTRACTOR, Party of the Second Part.
WITNESSETH: That the parties hereto, each in consideration of the
Agreements on the part of the other herein contained have mutually
agreed and hereby mutually agree, the Party of the First 'Part for
itself and its successors, and the Party of the Second Part for
itself', himself, or themselves and its successors, his or their
executors, administrators and assigns as follows:
Article I. DESCRIPTION. Under this Agreement and Contract
the Contractor shall constructs
Elizabeth Field Airport
Obstruction Removal & Lighting
Article 2. In consideration of the payments to be made as
hereinafter provided, and of the performance by the Owner of all
of the matters and things to be performed by the Owner 44; herein
provided, the Contractor agrees, at his own sole cost and expense;,
to perform all the labor and services and to furnish ail the ;labor
and materials, plant and equipment, necessary to complete, aid to
complete in good, substantial workmanlike and approved manner, the
- work described under Article 1 hereof, within the time hereinafter
specified and in accordance with the terms, conditions and provi
sign of this Contract and with the instructions, orders and
direction of the Engineer made in accordance with this Contract.
Article 3. The Owner agrees to pay and the Contractor agrees
to accept as full compensation for all work done, and materials
furnished, and also for all costs and expenses incurred and loss
or damages sustained by reason of the action of the els , or
growing, out of the nature of the work, or from any unforeseen
obstruction or difficulty encountered in the prosecution of the
work,- and for all risks of every description connected with the
suspension or discontinuance of the work as herein specified, and
for'faithfully completing the work, and the whole thereof, as
herein provided, and for maintaining the work in good condition
until the final payment is made, the prices stipulated in the Bid
hereto attached.
AGR -1
Article 4. CONTRACT DOCUMENTS. The following documents shall
constitute .integral parts of the Agreement, the whole to be
collectively known and referred to as the Contract; Advertisement;
General Provisions; Bid; Agreement; Special Provisions; Contract
Drawings; and all interpretations of or addenda to the Contract
Docunts issued by the owner or the Engineer with the approval of
the Owner.
The Table of Contents, Headings and Titles contained herein
and in said documents are solely to facilitate reference to various
provisions ' of the Contract Documents and in no way effect, limit
or past light on the interpretation of the provisions to which they
refer.'
Article 5. If the Contractor shall fail to comply with any
of the terms, conditions, provisions or stipulations of this
contract, according to the true intent and meaning thereof, then
the owner may make use of any or all remedies provided in that
behalf in the Contract and shall have the right and power to
proceed in accordance with the provisions thereof.
Article 6. The following alterations and addenda have been
made and included in this Contract before it was signed by the
parties thereto:
IN WITNESS WHEREOF, the parties to this Agreement have here-
unto set their hands and seals and have executed this Agement,
in three (3) copies, the day and year first above written.
Town of Southold
( SEAL) By:
Town SURery sor
(S+) By
(Contractor)
AGR -2
r��J-Dilk_�
(ACKNOWLEDGMENT OF OFFICER OR OWNER ATTESTING CONTRACT)
State of )
SS:
County of )
On this
day of , 19 , before
me personally came and appeared to me known,
who, being by me duly sworn, did depose and say that he is the
of the
described
in and which executed the foregoing instrument, that he knows the
seal of said Owner; that one of the impressions appearing on said
instrument is a true and correct impression of such seal; and that
he affixed it thereto and attest the same over his signature by
virtue of the authority in him vested.
Notary Public
(ACKNOWLEDGMENT OF CONTRACTOR, IF A CORPORATION)
State of )
SS:
County of )
On this day of , 19 , before
me personally came and appeared
to me known, who, being by me duly sworn, did depose and say that
he resides at that he
is the of ,
the corporation described in which executed the foregoing instru-
ment that he 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.
Notary Public
AGR -3
AGREEMENT
(ACKNOWLEDGMENT OF CONTRACTOR, IF A PARTNERSHIP)
State of )
SS:
County of
On this day of
me personally came and appeared _
, 19 , before
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 he
acknowledged to me that he executed the same as and for the act
and deed of said firm.
Notary Public
(ACKNOWLEDGMENT OF CONTRACTOR, IF AN INDIVIDUAL)
State of )
SS:
County of )
On this day of 19 , before
me personally came and appeared
to me known and known to me to be the person described in and who
executed the foregoing instrument and acknowledged that he executed
the same.
Notary Public
AGR -4
AGREEMENT
(CERTIFICATE
OWNER'S
ATTORNEY)
OF
I, the undersigned, , the
duly authorized and acting legal representative of the Owner, do
hereby certify as follows:
I have examined the foregoing Contract and surety bond and
the manner of execution thereof, and I am of the opinion that
each of the aforesaid Agreements has been duly executed by
the proper parties thereto acting through their duly author-
ized representatives; that said representatives have full
power and authority to execute said Agreements on behalf of
the respective parties named thereon; and that the foregoing
Agreements constitute valid and legally binding obligations
upon the parties executing the same in accordance with the
terms, conditions and provisions thereof.
Date
AGR -5
Owner's Attorney
4.0-01. Intent of Contract
-The'-intent of the Contract is to provide for construction and
completion, in every detail, of the work described. It is further
intended that the Contractor, shall furnish all labor, materials,
equipment, tools, transportation, and supplies required to complete
the work in accordance with the Plans, Specifications, and terms
of the Contract.
of Work and ou
The Owner reserves and shall have the right to make such
alterations in the work as may be necessary or desirable to
complete the work originally intended in an acceptable manner.
Unless otherwise specified herein, the Engineer shall be and is
hereby authorized to make such alterations in the work as may
increase or decrease the originally awarded Contract quantities,
provided that the aggregate of such alterations does not change the
total. Contract cost or the total cost of any major contract item
by more than twenty-five percent (25%) (total cost being based on_
the unit prices and estimated quantities in the awarded Contract).
Alterations which do not exceed the twenty-five percent (25%)
limitation shall not invalidate the Contract nor release the
surety, and the Contractor agrees to accept payment for such
alterations as if the altered work had been a part of the original
Contract. These alterations which are for work within the general
scpe'of the Contract shall be covered by "Change orders" issued
by the Engineer. Change Orders for altered work shall include
extenitons of Contract time where, in the Engineer's opinion, such
extensions are commensurate with the amount and difficulty of added
work.
Should the aggregate amount of altered work exceed the twenty-
five percent (25%) limitation hereinbefore specified, such excess
altered work shall be covered by Supplemental Agreement. If the
Owner and the Contractor are unable to agree on a unit adjustment
for any Contract item that requires a Supplemental Agreement, the
Owner reserves the right to terminate the Contract with respect to
the item and make other arrangements for its completion.
All Supplemental Agreements shall be approved by the FAA and
shall include valid wage determinations of the U.S. Secretary of
Labor when the amount of the Supplemental Agreement exceeds two
thousand dollars ($2,000.00). However, if the Contractor elects
to waive the limitations on work that increases or decreases the
originally awarded Contract or any major Contract item by more than
twenty-five percent (25%), the Supplemental Agreement shall be
40 - 1
GENERAL PROVISIONS
SECTION 40 - SCOPE OF WORK
subject to the same U. S. Secretary of Labor wage determination as
was included in the originally awarded Contract.
All Supplemental Agreements shall require consent of the
Contractor's surety and separate performance and payment bonds.
40-03. Omitted Item
The Engineer may, in the Owner's best interest, omit from the
work any Contract item, except major Contract items. Major
Contract items may be omitted by a Supplemental Agreement. Such
omission of Contract items shall not invalidate any other Contract
provision or requirement.
Should a Contract item be omitted or otherwise ordered to be
non -performed, the Contractor shall be paid for all work performed
toward completion of such item prior to the date of the order to
omit such item. Payment for work performed shall be in accordance
with the subsection titled PAYMENT FOR OMITTED ITEMS of Section 90.
40-04. Extra Wor
Should acceptable completion of the Contract require the
Contractor to perform an item of work for which no basis of payment
has been provided in the original Contract or previously issued
Change Orders or Supplemental Agreements, the same shall be called
Extra Work. Extra work that is within the general scope of the
Contract shall be covered by written Change Order. Change Orders
for such extra work shall contain agreed unit and/or4'lump sum
prices for performing the Change Order work in accordance with the
requirements specified in the order and shall contain any
adjustment to the Contract time that, in the Engineer's opinion,
is necessary for completion of such extra work.
Extra work to be performed on the basis of agreed prices where
no applicable unit or lump sum prices have been included in the
Contract shall be based upon a Contractor's price analysis for the
work. The price analysis will be completed as outlined in the
subsection of Section 90 titled PAYMENT FOR EXTRA AND FORCE ACCOUNT
WORK.
When determined by the Engineer to be in the Owner's best
interest, he may order the Contractor to proceed with extra work
by force account as provided in the subsection titled PAYMENT FOR
EXTRA AND FORCE ACCOUNT WORK of Section 90.
40 - 2
Extra work that is necessary for acceptable completion of the
Projec , but is not within the general scope of the,work
cove=d by the original Contract shall be covered by a Supplemental
Agreement As hereinbefore defined in the subsection titled SUPPLE-
14ENTAL AGREEMENT of Section 10.
Any claim for payment for extra work that is not covered by
written Agreement (Change Order or Supplemental Agreement) shall
be rejected by the owner.
40-05, MAintgnance of Traffic.
It is the explicit intention of the Contract that the safety
of aircraft, as well as the Contractor's equipment and personnel,
is the most important consideration. It is understood and agreed
that the Contractor shall provide for the free 'and unobstructed
movement of aircraft in the air operations areas of the airport
with respect to his own operations and the operations of all his
S contr'`actOra as specified in the subsection titled LIMITATON IOF
OPERATIONS of Section 80. It is further understood and agro, , ed that
the Contract - or shall provide for the uninterrupted operation of
visual and electronic signals (including power supplies -thereto)
used in the guidance of aircraft while operating to, from, and, upon
the air -port as specified in the subsection titled CONTRACTORS
RESPONSIBILITY FOR UTILITY SERVICE AND FACILITIES OF OWNER$, in
Section 70.
With respect to his own operations and the operations of all
his Subcontractors, the Contractor shall provide marking, lighting,
and other acceptable means of identifying: personnel; equipment;
vehicles; storage areas; and any work area or condition that'may
be hazardous to the operation of aircraft, fire rescue equipment,
or maintenance vehicles at the airport.
When the Contract requires the maintenance of vehicular
traffic on an existing road, street, or highway during the Con-
tractor's performance of work that is otherwise provided for in'the
Contract, Plans, and specifications, the Contractor shall keep such
road, street, or highway open to all traffic and shall provide such
maintenance as may be required to accommodate traffic. The
Contractor shall furnish, erect, and maintain barricades, warning
signs, flagmen, and other traffic control devices in reasonable
conformity with the manual of Uniform Traffic Control Devices for
Streets and Highways (published by the United States Government
Printing office), unless otherwise specified herein. The
Contractor shall also construct and maintain in a safe condition
any temporary connections necessary for ingress to and egress from
40 - 3
GENERAL
PROVISIONS
SECTION
40
SCOPE
OF WORK
Extra work that is necessary for acceptable completion of the
Projec , but is not within the general scope of the,work
cove=d by the original Contract shall be covered by a Supplemental
Agreement As hereinbefore defined in the subsection titled SUPPLE-
14ENTAL AGREEMENT of Section 10.
Any claim for payment for extra work that is not covered by
written Agreement (Change Order or Supplemental Agreement) shall
be rejected by the owner.
40-05, MAintgnance of Traffic.
It is the explicit intention of the Contract that the safety
of aircraft, as well as the Contractor's equipment and personnel,
is the most important consideration. It is understood and agreed
that the Contractor shall provide for the free 'and unobstructed
movement of aircraft in the air operations areas of the airport
with respect to his own operations and the operations of all his
S contr'`actOra as specified in the subsection titled LIMITATON IOF
OPERATIONS of Section 80. It is further understood and agro, , ed that
the Contract - or shall provide for the uninterrupted operation of
visual and electronic signals (including power supplies -thereto)
used in the guidance of aircraft while operating to, from, and, upon
the air -port as specified in the subsection titled CONTRACTORS
RESPONSIBILITY FOR UTILITY SERVICE AND FACILITIES OF OWNER$, in
Section 70.
With respect to his own operations and the operations of all
his Subcontractors, the Contractor shall provide marking, lighting,
and other acceptable means of identifying: personnel; equipment;
vehicles; storage areas; and any work area or condition that'may
be hazardous to the operation of aircraft, fire rescue equipment,
or maintenance vehicles at the airport.
When the Contract requires the maintenance of vehicular
traffic on an existing road, street, or highway during the Con-
tractor's performance of work that is otherwise provided for in'the
Contract, Plans, and specifications, the Contractor shall keep such
road, street, or highway open to all traffic and shall provide such
maintenance as may be required to accommodate traffic. The
Contractor shall furnish, erect, and maintain barricades, warning
signs, flagmen, and other traffic control devices in reasonable
conformity with the manual of Uniform Traffic Control Devices for
Streets and Highways (published by the United States Government
Printing office), unless otherwise specified herein. The
Contractor shall also construct and maintain in a safe condition
any temporary connections necessary for ingress to and egress from
40 - 3
GENERAL PROVISIONS
SECTION 40 - SCOPE OF WORK
abutting property or intersecting roads, streets or highways.
Unless otherwise specified herein, the Contractor will not be
required to furnish snow removal for such existiny' road, street,
or highway.
The Contractor shall make his own estimate of all labor,
materials, equipment, and incidentals necessary for providing the
maintenance of aircraft and vehicular traffic as specified in this
subsection.
The cost of maintaining the aircraft and vehicular traffic
specified in this subsection shall not be measured or paid for
directly but shall be included in the various Contract items.
40-06. Removal of Existing Structures.
All existing structures encountered within the established
lines, grades, or grading sections shall be removed by the Con-
tractor, unless such existing structures are otherwise specified
to be relocated, adjusted up or down, salvaged, abandoned in place,
reused in the_ work or to remain in place. The cost of removing
such existing structures shall not be measured or paid for
directly, but shall be included in the various Contract items.
Should the Contractor encounter an existing structure (above
or below ground) in the work for which the disposition is not
indicated on the Plans, the Engineer shall be notified prior to
disturbing such structure. The disposition of existing structures
so encountered shall be immediately determined by the Engineer in
accordance with the provisions of the Contract.
Except as provided in the subsection titled RIGHTS IN AND USE
OF MATERIALS FOUND IN THE WORK of this section, it is intended that
all existing materials or structures that may be encountered
(within the lines, grades, or grading sections established for
completion of the work) shall be utilized in the work as otherwise
provided for in the Contract and shall remain the property of the
Owner when so utilized in the work.
40 - 4
_•� • � •- a ••�,
40-07. Rights In and Use Of Materials Found In The Work.
Should the Contractor encounter any material such as (but not
restricted to) sand, stone, gravel, slag, or concrete slabs within
the established lines, grades, or grading sections, the use of
which is intended by the terms of the Contract to be either
embankment or waste, he may at his option either:
a. Use such material in another Contract item, providing
such use is approved by the Engineer and is in conform-
ance with the Contract Specifications applicable to such
use; or,
b. Remove such material from the site, upon written approval
of the Engineer; or,
C. Use such material for his own temporary construction on
site; or,
d: Use such material as intended by the terms of the
Contract.
Should the Contractor wish to exercise option (a), (b), or
(c), he shall request the Engineer's approval in advance of such
use.
Should the Engineer approve the Contractor's request to
exercise option (a), (b), or (c), the Contractor shall be paid for
the excavation or removal of such material at the applicable
Contract price. The Contractor shall replace, at his own expense,
such removed or excavated material with an agreed equal volume of
material that is acceptable for use in constructing embankment,
backfills, or otherwise to the extent that such replacement mater-
ial is needed to complete the Contract work. The Contractor shall
not be charged for his use of such material so used in the work or
removed from the site.
Should the Engineer approve the Contractor's exercise of
option (a), the Contractor shall be paid at the applicable Contract
price for furnishing and installing such, material in accordance
with requirements of the Contract item in which the material is
used.
Tt is understood and agreed that the Contractor shall make no
claim for delays by reason of this exercise of option (a), (b), or
(c) • .
40 - 5
GENERALPROVISIONS
SECTION 40 - SCOPE OF WORK
The Contractor shall not excavate, remove, or otherwise
disturb any material, structure, or part of a structure which is
located outside the lines, grades, or grading sections established
for the work, except where such excavation or removal is provided
for in the Contract, Plans, or Specifications.
40-08. Final Cleaning Up.
Upon completion of the work and before acceptance and final
payment will be made, the Contractor shall remove from the site all
machinery, equipment, surplus and discarded materials, rubbish,
temporary structures, and stumps or portions of trees. He shall
cut all brush and woods within the limits indicated and shall leave
the site in a neat and presentable condition. Material cleared
from the site and deposited on adjacent property will not be
considered as having been disposed of satisfactorily, unless the
Contractor has obtained the written permission of such property
owner.
40-09. Debris.
The Contractor shall remove all debris and rubbish resulting
from his work at frequent intervals on the order of the Engineer,
and at completion leave the premises broom -clean and everything in
perfect order and repair. Upon neglect or refusal of any
Contractor to keep the premises clear, the Engineer shall have the
authority to have such work performed, and the cost of the same
shall be charged to the Contractor in default and collected from
any monies which have or may become due on this Contract; and the
Engineer shall issue no certificates of payment on the Contract
until premises are clear and in good order, and all claims created
properly adjusted.
40-10. Subsurface Conditions.
Boring information, if applicable, has been obtained by the
Owner in the vicinity of the work of this Contract and as shown on
separate sheets which are not part of the Contract Drawings nor any
part of the Contract Documents. The boring information shown on
these drawings or sheets is available to bidders, Contractors and
other interested parties only as a convenience and is made
available without expressed or implied representation, assurance
or guarantee that the information is adequate, complete or correct,
or that it represents a true picture of the subsurface conditions
to be encountered or that all pertinent boring information in the
possession of the Owner or Engineer has been furnished.
40 - 6
i_: z1ows I&I COW
W -1P 01 i K tl01 • A r N a5
It shall be the Contractor's obligation to satisfy himself as
to the nature, character, quality, and quantity of subsurface
conditions likely to be encountered and any reliance upon the
-boring information made available by the Owner shall be at the
Contractor's risk. The Contractor agrees that he shall neither
have nor assert against the Owner or Engineer any claim for damages
or extra work or for relief from any obligation of this Contract
based upon the boring information made available or based upon the
failure by the Owner to furnish additional or all boring
information in the Owner's or Engineer's possession.
Any holder of Contract Documents will be permitted to make
test borings, test pits, soundings, etc. on the test site of the
work if he so desires, subject to approval by the Owner. It should
be understood that the party or parties receiving such approval
must assume all risk and liability contingent thereto.
40 - 7
r .:
GENERAL PROVISIONS
SECTION 50 - CONTROL OF WORK
50-01. Authority of the Engineer.
The Engineer shall decide any and all questions which may
arise as to the quality and acceptability of materials furnished,
work performed, and as to ' the manner of performance and rate of
progress of the work. He shall decide all questions which may
arise as to the interpretation of the Specifications or Plans
relating to the work, the fulfillment of the Contract on the part
of the Contractor, and the rights of different Contractors on the
Project. The Engineer shall determine the amount and quality of
the several kinds of work.performed and materials furnished which
are to be paid for under the Contract.
50-02. Conformity with Plans and Specifications.
All work and all materials furnished shall be in reasonably
close conformity with the lines, grades, grading sections, cross
sections, dimensions, material requirements, and testing require-
ments that are specified (including specified tolerances) in the
Contract, Plans, or Specifications.
If the Engineer* finds the materials furnished, work performed.,
or the finished product not within reasonably close conformity with
the Plans and Specifications but that the portion of the work
affected will, in his opinion, result in a finished product having
a level of safety, economy, durability, and workmanship acceptable
to the Owner, he will advise the Owner of his determination that
the affected work be accepted and remain in place. In this event,
the Engineer will document his determination and recommend to the
Owner a basis of acceptance which will provide for an adjustment
in the Contract price for the affected portion of the work. The
Engineer's determination and recommended Contract price adjustments
will be based on good engineering judgment and such tests or
retests of the affected work as are, in his opinion, needed.
Changes in the Contract price shall be covered by Contract
modifications (Change Order or Supplemental Agreement) as appli-
cable.
If the Engineer finds the materials furnished, work performed,
or the finished product are not in reasonably close conformity with
the Plans and Specifications and have resulted in an unacceptable
finished product, the affected work or materials shall be removed
and replaced or otherwise corrected by and at the expense of the
Contractor in accordance with the Engineer's written orders.
50 - 1
ON 50_- CONTROL 4F WO
For the purpose of this subsection, the term "reasonably close
conformity" shall not be construed as waiving the Contractor's
responsibility to complete the work in accordance with the
Contra t, Plans, and Specifications. The term shall not be
construed as waiving the Engineer's right to insist on strict
compliance with the requirements of the Contract, Plans, and
Specifications during the Contractor's prosecution of the work,
when, in the Engineer's opinion, such compliance is essential to
provide an acceptable finished portion of the work.
For the purpose of this subsection, the term "reasonably close
conformity" is also intended to provide the Engineer with the
authority to use good engineering judgment in his determinations
as to acceptance of work that is not in strict conformity but will
provide a finished product equal to or better than that intended
by the requirements of the Contract, Plans and Specifications.
Sa--!03. Coordination
The Contract, Plans, Specifications, and all referenced
standards cited are essential parts of the Contract requirements.
A requirement occurring in one is as binding as though occurring
in all. They are intended to be complementary and to describe and
provide for a complete work. In case of discrepancy, calculated
dimensions will govern over scaled dimensions Contract Technical
Specifications shall govern over Contract General Provis.icna
Plans, cited standards for materials or testing, and cited FAA
Advisory Circulars; Contract General Provisions shall govern over
Plans, cited standards for materials or testing, and cited FAA
Advisory Circulars; Plans shall govern over cited standards for
materials or testing and cited FAA Advisory Circulars.
The Contractor shall not take advantage of any apparent error
or omission on the Plans or Specifications. In the event the
Contractor discovers any apparent error or discrepancy', he shall
immediately call upon the Engineer for his interpretation and
decision, and such decision -shall be final.
50=04. Cooperation of Contractor.
The Contractor will be supplied with three (3) copies each of
the Plana and Specifications. He shall have available on the Mork
at all times one (1) copy each of the Plans and Specifications.
Additional copies of Plans and Specifications may be obtained by
the Contractor as specified in the subsection titled CONTRACT
DRAWINGS FURNISHED TO CONTRACTORS of Section 30.
50 - 2
GENERAL PROVISIONS
SECTION 50 - CONTROL OF WORK.
The Contractor shall give constant attention to the work to
facilitate the progress thereof, and he shall cooperate with the
Engineer and his inspectors and with other Contractors in every
way possible. The Engineer shall allocate the work and designate
the sequence of construction in case of controversy between Con-
tractors. The Contractor shall have a competent superintendent on
the work at all times who is fully authorized as his agent on the
work. The superintendent shall be capable of reading and
thoroughly understanding the Plans and Specifications and shall
receive and fulfill instructions from the Engineer or his author-
ized representative.
50-05. Cooperation Between Contractors.
The Owner reserves the right to contract for and perform other
or additional work on or near the work covered by this Contract.
When separate Contracts are let within the limits of any one
project, each Contractor shall conduct his work so as not to
interfere with or hinder the progress of completion of the work
being performed by other Contractors. Contractors working on the
same project shall cooperate with each other as directed.
Each Contractor involved shall assume all liability, financial
or otherwise, in connection with his Contract and shall protect and
save harmless the Owner from any and all damages or claims that may
arise because of inconvenience, delays, or loss experienced by him
because of the presence and operations of other Contractors working
within the limits of the same project.
The Contractor shall arrange his work and shall place and
dispose of the materials being used so as not to interfere with
the operations of the other Contractors within the limits of the
same project. He shall join his work with that of the others in
an acceptable manner and shall perform it in proper sequence to
that of the others.
50-06. Construction Layout and Stakes
The designation "Subgrade" is the bottom line or surface to
which the excavations are necessarily made for the purpose of
building the work in accordance with the Drawings, not including
the additional depth of excavation required for any special foun-
dation that may be ordered.
50 - 3
.•0
SECTION 50 - CONTROL OF WOR,;
"Invert" or "grade line" for pipes and sewers mentioned in
these Specifications and indicated on the Drawings refers to the
inside bottom of the pipe of the surface upon which sewage or water
flows along the centerline of the completed work.
The Contractor must furnish all control for the layout and
construction of the work. Basic control information has been shown
on the Plans. The Engineer, at the request of the Contractor, will
set a benchmark at a location to be determined for the Contractor's
control prior to construction.
The Contractor shall give the work his personal attention and
supervision, layout his own work, do all necessary leveling and
wteasuring, or employ a competent engineer to do so. It shall be
no part of the duty of the Engineer, or any of the inspectors, to
perform any of this service, but if any such service should be done
by the Engineer or any of the inspectors, it shall be done at the
request and with the approval of the Contractor interested, and no
pleas as to the acts or directions of others than the Engineer will
be admitted" in justification of any errors of Construction where
a departure is made from the Drawings, Specifications, or Contract,
and such plea in justification shall in no way be binding upon the
Owner. Figures and full-size drawings shall take precedence over
scale measurements and drawings.
Any Contractor performing constructive or finish work of any
kind or character, which is of corresponding relationship with work
.performed by another Contractor, shall layout his work according
to the work already constructed and take all exact measurements
therefrom, and prepare all Shop Drawings in accordance with the
same, and complete all work to the exact measurements thus obtained
and without creating any claim or obligation on the Owner.
If any part of the Contractor's work is dependent for its
proper execution, or for its subsequent efficiency or appearance,
on the character or condition of associated or contiguous work not
executed by him, the Contractor shall examine such associated or
contiguous work, and shall report to the Engineer, in writing, any
imperfections therein or any conditions that render it unsuitable
for the reception of his work. in case the Contractor proceeds
wi.thbut making such written report, he shall be held responsible
for any defects in his own work in consequencethereof, and shall
not be relieved of the obligation of any guarantee because of any
such imperfection or condition.
50 4
GENERAL PROVISIONS
SECTION 50 - CONTROL OF WORK
50-07. Automatically Controlled Ecruipment.
Whenever batching or mixing plant equipment is required to be
operated automatically under the Contract and a breakdown or
malfunction of the automatic controls occurs, the equipment may be
operated manually or by other methods for a period of forty- eight
(48) hours following the breakdown or malfunction, provided this
method of operations will produce results which conform to all
other requirements of the Contract.
50-08. Authority and Duties of Inspectors.
Inspectors employed by the Owner shall be authorized to
inspect all work done and all material furnished. Such inspection
may extend to all or any part of the work and to the preparation,
fabrication, or manufacture of the materials to be used. Inspec-
tors are not authorized to revoke, alter, or waive any provision
of the Contract. Inspectors are not authorized to issue instruc-
tions contrary to the Plans and Specifications or to act as foreman
for the Contractor.
Inspectors employed by the Owner are authorized to notify the
Contractor or his representative of any failure of the work or
materials to conform to the requirements of the Contract, Plans,
or Specifications and to reject such nonconforming materials in
question until such issues can be referred to the Engineer for his
decision.
50-09. Inspection of the Work.
All materials and each part or detail of the work shall be
subject to inspection by the Engineer. The Engineer shall be
allowed access to all parts of the work and shall be furnished with
such information and assistance by the Contractor as is required
to make a complete and detailed inspection.
If the Engineer requests it, the Contractor, at any time
before acceptance of the work, shall remove or uncover such por-
tions of the finished work as may be directed. After examination,
the Contractor shall restore said portions of the work to the
standard required by the Specifications. Should the work thus
exposed or examined prove acceptable, the uncovering, or removing,
and the replacing of the covering or making good of the parts
removed will be paid for as Extra Work; but should the work so
exposed or examined prove unacceptable, the uncovering, or
removing, and the replacing of the covering or making good of the
parts removed will be at the Contractor's expense.
50 - 5
GENERAL P 9VISIONS
SECTION 50 - CONTROL OF WORK
Any work done or materials used without supervision or in-
spection by an authorized representative of the Owner may be
ordered removed an& replaced at the Contractor's expense unless
tho, I mar's representative failed to inspect after hawing been
given reasonable notice in writing that the work was to be per-
formed.
Should the Contract work include relocation, adjustment, or
any other modification to existing facilities, not the property of
the (Contract) Owner, authorized representatives of the owners of
such facilities shall have the right to inspect such work. such
inspection shall in no sense make any facility Owner a party to the
Contract, and shall in no way interfere with the rights of the
parties to this Contract.
5th Removal of Unacceptable and Unauthorized Work.
All work which does not conform to the requirements of the
Contract, Plans, and Specifications will be considered unacceptable
unless otherwise determined acceptable by the Engineer, as provided
in the subsection titled CONFORMITY WITH PLANS AND SPECIFICATIONS
of this section.
Unacceptable work, whether the result of poor workmanship,
use of defective materials, damage through carelessness, or any
other cause found to exist prior to the final acceptance of the
work, shall be removed immediately and replaced in an acceptable
manner in accordance with the provisions of the subsection titled
CONTRACTOR'S RESPONSIBILITY FOR WORK of Section 70.
No work will be done prior to the Engineer's establishment of
a benchmark for the Contractor's control (as described in the
subsection of this section titled CONSTRUCTION LAYOUT AND STAKES)
if such is required by the Contractor for the construction of this
project. work done contrary to the instructions of the Engineer,
work done beyond the lines shown on the Plans or as given, except
as herein specified, or any extra work done without authority, will
be considered as unauthorized and will not be paid for under the
provisions of the Contract. Work so done may be ordered removed
or replaced at the Contractor's expense.
Upon failure on the part of the Contractor to comply forthwith
with any order of the Engineer made under the provisions of this
subsection, the Engineer will have authority to cause unacceptable
work to be remedied or removed and replaced and unauthorized work
to be removed and to deduct the costs (incurred by the Owner) from
any monies due or to become due the Contractor.
50 - 6
GENERAL PROVISIONS
SECTION 50 - CONTROL OF WORK
50-11. Load Restrictions.
The Contractor shall comply with ali legal load restrictions
in the hauling of materials on public roads beyond the limits of
the work. A special permit will not relieve the Contractor of
liability for damage which may result from the moving of material
or equipment.
The operation of equipment of such weight or so loaded as to
cause damage to structures or to any other type of construction
will not be permitted. Hauling of materials over the base course
or surface course under construction shall be limited as directed.
No loads will be permitted on a concrete pavement, base, or struc-
ture before the expiration of the curing period. The Contractor
shall be responsible for all damage done by his hauling equipment
and shall correct such damage at his own expense.
1
50-12. Maintenance During Construction
The Contractor shall maintain the work during construction
and until the work is accepted.. This maintenance shall constitute
continuous and effective, work prosecuted day by day, with adequate
equipment and forces so that the work is maintained in satisfactory
condition at all times.
In the case of a Contract for the placing of a course upon a
course or subgrade previously constructed, the Contractor shall
maintain the previous course or subgrade during all construction
operations.
All costs of maintenance work during construction and before
the project is accepted, shall be included in the unit prices bid
on the various Contract items, and the Contractor will not be paid
an additional amount for such work.
50-13. Failure to Maintain the Work.
Should the Contractor at any time fail to maintain the work
as provided in the subsection titled MAINTENANCE DURING CONSTRUC-
TION of this section, the Engineer shall immediately notify the
Contractor of such noncompliance. Such notification shall specify
a reasonable time within which the Contractor shall be required to
remedy such unsatisfactory maintenance condition. The time
specified will give due consideration to the exigency that exists.
50 - 7
GENERAL PROVISIONS
SECTION 50 - CONTROL OF WORK
Should the Contractor fail to respond to the Engineer's
notification, the Engineer may suspend any work necessary for the
Ownerto correct such unsatisfactory maintenance condition,
deponing on the exigency that exists. Any maintenances cost
intUrred by the Owner, shall be deducted from monies due or to
become due the Contractor.
Partial Acceptance.
If at any time during the prosecution of the Project the
Contractor substantially completes a usable unit or portion of the
work, the occupancy of which will benefit the Owner, he may request
the Engineer to make final inspection of that unit. If I-bi
Engineer finds upon inspection that the unit has been satin
factoril.y completed in compliance with the Contract, he may accept
it as being completed, and the Contractor may be relieved of
further responsibility for that unit. Such partial acceptance and
beneficial occupancy by the Owner shall not void or alter any
provision of the Contract.
50-15. Final AcceRtance.
Upon due notice from the Contractor of presumptive completion
of the entire Project, the Engineer and Owner will make an inspec-
tion. If all construction provided for and contemplated by the
Contract is found to be completed in accordance with the Contract,'
Plane, and Specifications, such inspection shall constitute the
final inspection. The Engineer shall notify the Contractor in
writing of final acceptance as of the date of the final inspection.
If, however, the inspection discloses any work, in whole or
in part, as being unsatisfactory, the Engineer will give the
Contractor the necessary instructions for correction of same, and
the Contractor shall immediately comply with and execute such
instructions. Upon correction of the work, another inspection will
be made which shall constitute the final inspection, provided the
work has been satisfactorily completed. In such event, the
Engineer will make the final acceptance and notify the Contractor
in writing of this acceptance as of the date of final inspection.
50 - 8
GENERAL PROVISIONS
SECTION 50 --CONTROL OF WORK
50-16. Claims for Adiustment and Disputes
If for any reason the Contra,--toi deems that additional com-
pensation is due him for work or materials not clearly provided
for in the Contract, Plans, or Specifications or previously author-
ized as Extra Work, he shall notify the Engineer in writing of his
intention to claim such additional compensation before he begins
the work on which he bases the claim. If such notification is not
given or the Engineer is not afforded proper opportunity by the
Contractor for keeping strict account of actual cost as required,
then the Contractor hereby agrees to waive any claim for such
additional compensation. Such notice by the Contractor and the
fact that the Engineer has kept account of the cost of the work
shall not in any way be construed as proving or substantiating the
validity of the claim. When the work on which the claim for
additional compensation is based has been completed, the Contractor
shall, within ten (10) calendar days, submit his written claim to
the Engineer who will present it to the Owner for consideration in
accordance with local laws"or ordinances.
Nothing in this subsection shall be construed as a waiver of
the Contractor's right to dispute final payment based on differ-
ences in measurements or computations.
50-17. Shop and Setting Drawings
"Shop and Setting Drawings" or "Working Drawings" shall be
supplied for each and every fabricated item or part.
Drawings and data shall be submitted sufficiently in advance
of the work to permit proper review, including time for necessary
revisions and resubmittals. Delay to the work caused by late
submission of Shop Drawings shall be the responsibility of the
Contractor making such late submission.
Shop and setting drawings shall present complete and accurate
information relative to all working dimensions, equipment weight
assembly and sectional view, all the necessary details, pertaining
to coordinating the work of the Contract, lists of materials and
finishes, parts lists and the description thereof, lists of spare
parts and tools where such parts or tools are required, no -scale
control diagrams for control wiring and control piping, and any
other items of information that are required to demonstrate detail
compliance with the Plans and Specifications.
50 - 9
GENERAL PROVISIONS
SECTION 50 - CONTROL OF WORK
If the Contractor proposes equipment requiring materially
different layout from that shown on the Plans and if such equipment
is-appr ved by the Engineer, the Contractor shall submit drawings
showig the revised layout of all affected structures, piping and
equipment.
Each drawing shall be dated and shall show the name of the
Projekt, Contract Number and the name of the manufacturer of the
equipment covered by the drawing or drawings.
The Engineer will not review any drawings that are not pro-
perly identified or that do not contain complete data on the work
or that have not been checked by the Contractor for compliance with
the Contract Documents.
The Engineer's review of the Contractor's Shop Drawings
signifies only that such drawings appear to be in substantial
conformity with the Contract Drawings and Specifications or with
the Engineer's instructions. Such review does not indicate
approval of every detail of the drawings nor of the work methods
of the Contractor which are indicated thereon.
Regardless of the corrections made in or made of such drawings
by the Engineer, the Contractor will nevertheless be responsible
for the accuracy of such drawings, for their conformity to the
Plans and Specifications and for the proper fitting and 'construc-
tion of the work.
No work covered by shop and setting drawings shall be done
until the drawings have been reviewed by the Engineer.
50-18. Electrical Shop Drawings
Drawings for electrical equipment shall show physical dimen-
sions and installation details and shall include elementary,atnd
connection diagrams for each control assembly and the ihterconec
tion diagrams; for all equipment. The drawings shall show clearly
the coordination of control work, shall identify the cop ets
external to electrical equipment and shall define the contact
arrangement and control action of the primary and final control
elements.
50 - 10
ENERAL PROVISIONS
SECTION -50_7_ CONTROL OF WORK
Where standard electrical control equipment having complex
internal wiring is required, such as boiler control panels, gener-
ator transfer panels, electric o_ electronic instruments and
similar items, the detail shop,wiring diagrams for such equipment
will not be required, and, if submitted, will in general not be
reviewed. The submittal for each such item of equipment shall,
however, include an elementary diagram of the input and output
elements which require connections to external equipment, and/or
a complete step by step description of the control action of the
equipment being submitted. In the event that any questions shall
arise as to the type of information to be presented on the sub-
mittal, the supplier shall direct inquiries to the Engineer through
the Prime Contractor in advance of the preparation of his
submittal.
50-19. Shop Drawing Approval Procedure
The following procedure has been established for the submit-
tal and processing of shop and setting drawings. Departures from
this procedure may result in delay and misunderstandings.
1. In submitting drawings,'catalog data, and similar items
for review, at least four (4) copies shall be submitted.
This number includes one (1) for return to the Contractor
bearing the review stamp. If the Contractor desires more
than one (1) copy returned to him, he shall submit with
the initial and subsequent transmittals the additional
number desired up to a maximum of three (3) copies. If
the Engineer requires additional copies, he will so
inform the Contractor upon return of the reviewed
material.
Additional copies of reviewed Shop Drawings will be
requested in the cases where the subject matter shown
thereon requires coordination of two or more prime
Contracts. Two (2) copies of each of such drawings
received will be re -transmitted by the Engineer, whenever
possible, to each of the other prime Contractors whose
work is to be correlated with such drawings. The
Engineer will re -transmit these drawings in order to
facilitate each Contractor's coordination of his own work
with that of the other Contracts.
2. For transmitting data for review, two (2) copies of the
letter of transmittal will be required by the Engineer's
office. Form letters may be used.
50 - 11
••e e
SECTION 50 CONTROL OF WO
3. All correspondence other than simple transmittal of data
shall be in triplicate.
4. Unless otherwise requested, a single copy of tho cor-
respondence emanating from the Engineer's office will be
sent. Additional copies of correspondence up to a
maximum of four (4) copies will be provided, if re-
quested.
5. Drawings and similar data will be stamped as follows:
a. "Approved", if no change or rejection is made. All
but three (3) copies of the submitted data will be
returned.
b. "Approved As Noted", if minor changes or additions
are made, but resubmittal is not considered neces-
sary. All but three (3) copies of the submitted
data will be returned and all copies will bear the
corrective marks.
C. "Returned For Correction", if the changes requested
are extensive. In this case, resubmittal after
correction is necessary and the same number of
copies shall be included in the resubmittal as in
the first submittal. One (1) copy of the first
submittal will be retained by the Engineer's office
and only two (2) copies will be returned to the
Contractor unless the Contractor has requested the
return of additional copies as set forth above.
All other copies will be destroyed.
d. "Rejected", if it is considered that the data
submitted cannot with reasonable revision meet the
requirements of the Plans and Specifications. As
in "c." above, only two (2) copies will be returned
unless additional copies have been requested`. One
(1) copy will be retained by the Engineer's office
and all others will be destroyed.
e. "Incomplete Submission", if the data submitted is
not clear, complete, or for other reasons cannot be
examined by the Engineer to establish compliance'
with the Plans and Specifications. Only two (2)
copies will be returned to the Contractor, one (l)
copy will be retained by the Engineer and all other
copies shall be destroyed
GENERAL PROVISIONS
SECTION 50 - CONTROL OF WORK
6. Unless otherwise approved in specific cases, all data
must be transmitted by the Prime Contractor; not by the
Subcontractors or vendc.-'S
7. Any changes other than those indicated as requested,
made in drawings or other data, must be specifically
brought to the attention of the Engineer upon resubmit-
tal. Changes or additions shall not be made in or to
reviewed data without re -review.
8. In order to eliminate cross filing, it is required that
the subject matter of any one drawing be limited to one
Payment Item.
50-20. Removal of Wate
The Contractor shall at all times during construction,
provide and maintain proper and satisfactory means and devices for
the removal of all water entering the excavations, and shall remove
all such water as fast as it may collect, in such manner as shall
not interfere with the prosecution of the work or the proper
placing of materials or other work.
Removal of water includes the construction and removal of
cofferdams, sheeting and bracing, the furnishing of materials and
labor necessary therefore, the excavation and maintenance of
ditches and sluiceways and the furnishing and operation of pumps,
wellpoints and appliances needed to maintain thorough drainage of
the work in a satisfactory manner.
Water shall not be allowed to rise over or come in contact
with any masonry, concrete or mortar, until at least twenty-four
(24) hours after placement and no stream of water shall be allowed
to flow over such work until such time as the Engineer may permit.
Unless otherwise specified, all excavations which extend down
to or below the static groundwater elevations at the sites of
structures shall be dewatered by lowering and maintaining the
groundwater beneath such excavations at an elevation not less than
that specified herein at all times when work thereon is in
progress, during subgrade preparation and the placing of the
structure or other materials thereon.
50 - 13
PROVISIONS
SECTION 50 - CONTROL,. OF WORK
Where the presence of fine grained subsurface materials and
a -high groundwater table may cause the upward flow of water into
the excavation with a resulting quick condition, the Contractor
shall install and operate a suitable dewatering system to prevent
the upward flow of water during construction.
The effluent pumped from the dewatering system shall be exam-
ined periodically by qualified personnel to determine if the system
is operating satisfactorily without the removal of fines.
Unless otherwise directed by the Engineer or shownon the
Contract Documents, the water level shall not be permitted to rise
until construction in the immediate area is completed and the exca-
vation backfilled to the original grade or proposed grade.
Where well points are used, the groundwater shall be lowered
and maintained continuously (day or night) at.a level not less than
two (2) feet below the bottom of the excavation. Excavation will
not be permitted at a level lower than two (2) feet above the water
level'as indicated by the observation wells.
The wellpoint system shall be designed or installed by or
under the supervision of an organization whose principal business
is wellponting and has at least five (5) consecutive years of
similar experience and can furnish a representative list of satis-
factory similar operations. Wellpoint headers, points and other
pertinent equipment shall not be placed within the limits of the
excavation in such a manner or location as to interfere with the
laying of pipe or trenching operations or with the excavation for
and/or construction of other structures. Standby gasoline or
diesel powered equipment shall be provided so that in the event of
failure of the operating equipment, the standby equipment can be
readily connected to the dewatering system. The standby equipment
shall be maintained in good order and actuated regularly not less
than twice a week when directed.
Wellpoints shall be installed in the center of a sand wick
drain which shall be placed by means of a sanding shell or, other
approved means to provide a sand core not less than ten (10) inches
in diameter.
50 - 14
GENERAL PROVISIONS
SECTION 50 — CONTROL OF WORK
Detached observation wells of similar construction to the
wellpoints shall be installed at intervals of not less than fifty
(50) feet along the opposita sae of the trench from the header
pipe and line of wellpoints, or around the excavation for a struc-
ture or as shown on the Contract Drawings, to a depth of at least
five (5) feet below the proposed excavation. In addition, one
wellpoint in every fifty (50) feet shall be fitted with a tee, plug
and valve so that the wellpoint can be converted for use as an
observation well. Observation wells shall be not less than one and
one-half (1') inch in diameter.
Water pumped or drained from excavations, or any sewers,
drains, or water courses encountered in the work, shall be disposed
of in a suitable manner without injury to adjacent property, the
work under construction, or to pavements, roads and drives. No
water shall be discharged to sanitary sewers. Sanitary sewage
shall be pumped to sanitary sewers or shall be disposed of by an
approved method.
Any damage caused by improper handling of water shall be
repaired by the Contractor at his own expense.
50-21. Sheeting and Bracing.
The Contractor shall furnish, place and maintain such sheet-
ing, bracing and shoring as required to support the sides and ends
of excavations in such a manner as to prevent any movement which
would in any way damage the pipe, sewers, masonry or other work,
diminish the width necessary, otherwise damage or delay the work,
or endanger existing structures, pipes or pavements, or to occasion
a hazard to persons engaged on the project or to the general
public.
Sheeting and bracing or other trench protection shall be
utilized as required for the safety of employees exposed to the
hazard of falling or sliding material from any trench or excavation
in conformance with the provisions of Industrial Code Rule 23 as
amended, and OSHA. The Contrac-or shall submit details of all
sheeting to be used on this project to the Engineer for review.
These submitted details must be signed and stamped by a
Professional Engineer licensed to practice in New York State.
The Contractor shall be responsible for the adequacy of all
trench support systems used and for all damage to persons or
property resulting from improper quality, strength, placing,
maintenance and removal.
50 - 15
GENERAL PROVISIONS
SECTION 50 - CONTROL OF WORK
,All material used for sheeting and bracing shall be sound and
free from defects which` might impair its strength or effectiveness.
All timber sheeting and bracing shall be sound and straight,
free from cracks, shakes and large or loose knots, with dressed
edges where directed and shall otherwise conform with National
Design Specifications for Stress Grade Lumber for lumber of a
minimum fiber stress of 1,200 pounds per square inch.
All steel sheeting and bracing shall be sound and straight,
free from bends, twists or splits, having square and undamaged ends
and shall otherwise conform with ASTM Designation A328 -75A and
shall have a minimum thickness of 3/8 -inch.
Sheeting shall be driven vertically from the original ground
surface as the excavation progresses. Sufficient toe support shall
be sustained so as to maintain pressure against the original ground
at all times.
Timber sheeting shall be driven so that edges are tight
together and steel sheeting driven with the individual members
interlocking. All bracing shall be of such design and strength as
to maintain the sheeting in its proper position.
If, in the judgement of the Engineer, the sheeting or supports
furnished are inadequate or unsuited for the purpose, he may order
such sheeting or bracing to be replaced or additional sheeting and
bracing to be installed. Any sheeting and bracing ordered and so
installed for such purpose shall be furnished and installed at the
expense of the Contractor.
Whether or not the Engineer orders any additional sheeting or
bracing to be installed or unsuitable sheeting or bracing to be
replaced, the Contractor shall be solely responsible for the
adequacy of all sheeting and bracing.
In general, all sheeting and bracing, whether of steel, timber
or other material, used to support the sides of trenches or other
open excavations, shall be withdrawn as the trenches or other open
excavations are being refilled. That portion of the sheeting
extending below the top of a pipe, sewer or structure shall be
withdrawn, unless otherwise directed, before more Than 6 inches of
earth is placed above the top of the pipe, sewer or structure and
before any bracing is removed. The voids left by the sheeting
shall be carefully refilled with selected material and rammed tight
with tools especially adapted for the purpose or otherwise as may
be approved.
50 - 16
GENERAL PROVISIONS
SECTION 50 - CONTROL OF WORK
The Contractor shall be responsible for the adequate shoring
and/or bracing of any existing utilities encountered during the
excavation. Such utilities shall be braced or shored in a manner
acceptable to the local jurisdictional agency having authority over
the utility encountered. It shall be the responsibility of the
Contractor to prevent damage to or displacement of utilities, and
to work with and request the concurrence of the utility's company
representative in this matter. The Contractor shall give written
notice, seventy-two (72) hours in advance of excavation operations,
to all utility companies with services in the vicinity of such
operations. A copy of such notification shall be filed with the
Engineer.
The use of a trench shield, box or similar device in place of
sheeting and bracing will not be allowed.
The Contractor, as a minimum, shall tight sheet and brace
those areas shown on the Contract Drawings.
50 - 17
SECTION 60 - CONTROL OF MATERIALS
ce of Suooly and ouality__Rectuirements.
The materials used on the,work shall conform to the require-
gents of the Contract, Plans, and Specifications. Unless otherwise
specified, such materials that are manufactured or processed shall
be new (as compared to used or reprocessed).
In order to expedite the inspection and testing of materials,
the ,Cont�ractor shall furnish complete statements to the Engineer
as to the origin, composition, and manufacture of all materials to
be used in the work. Such statements shall be furnished promptly
after execution of the Contract but, in all cases, prior to
delivery,of such materials.
At the Engineer's option, materials may be approved at the
source of supply before delivery is started. If it is found after
trial that sources of supply for previously approved materials do
.not produce specified products, the Contractor shall furnish
materials from other sources.
The Contractor shall furnish airport lighting equipment that
conforms to the requirements of cited Materials Specifications.
In addition, where an FAA Specification for airport lighting
equipment is cited in the Plans or Specifications, the Contractor
shall furnish such equipment that is:
a. Listed in the FAA Advisory Circular AC 150/5345- 1,
Approved Airport Lighting Equipment, that is in effect
on the date of advertisement and,
b. Produced by the manufacturer qualified (by FAA) to
produce such specified and listed equipment.
The following airport lighting equipment is required for this
Contract and is to be furnished by the contractor in accordance
with the requirements of this subsection:
XQU—IMENT NAM.B
Lights, Obstructions
Connectors, Cable
Cables, Underground
Electric
CITED FAA
SPECIFICATION
L-810
L-823
L-824
60 - 1
EFFECTIVE FAA AC OR
APPROVAL LETTER FOR
EQUIPMENT AND ffAMIJEtER
AC 70/7460-1&
AC 150/5345-26B
Ac 150/5345-7D
GENERAL PROVISIONS
SECTION 60 - CONTROL OF MATERIALS
60-02. Samples. Tests. and Cited Specifications
All materials used in '-ne work shall be inspected, tested, and
approved by the Engineer before incorporation in the work. Any
work in which untested materials are used without approval or
written permission of the Engineer shall be performed at the
Contractor's risk. Materials found to be unacceptable unauthorized
will not be paid for and, if directed by the Engineer, shall be
removed at the Contractor's expense. Unless otherwise designated,
tests in accordance with the cited standard methods of AASHTO or
ASTM which are current on the date of advertisement for bids will
be made by and at the expense of the Owner. THE COST OF ALL
FAILING TESTS SHALL BE BORNE BY THE CONTRACTOR. Samples will be
taken by a qualified representative of the Owner. All materials
being used are subject to inspection, test, or rejection at any
time prior to or during incorporation into the work. Copies of all
tests will be furnished to the Contractor's representative at his
request.
60-03. Certification of Compliance
The Engineer may permit the use, prior to sampling and
testing, of certain materials or assemblies when accompanied by
manufacturer's certificates of compliance stating that such
materials or assemblies fully.comply with the requirements of the
Contract. The certificate shall be signed by the manufacturer.
Each lot of such materials or assemblies delivered to the work must
be accompanied by a certificate of compliance in which the lot is
clearly identified.
Materials or assemblies used on the basis of certificates of
compliance may be sampled and tested at any time and if found not
to be in conformity with Contract requirements will be subject to
rejection whether in place or not.
The form and distribution of certificates of compliance shall
be as approved by the Engineer.
When a material or assembly is specified by "brand name or
equal" and the Contractor elects to furnish the specified "brand
name," the Contractor shall be required to furnish the manufac-
turer's certificate of compliance for each lot of such material or
assembly delivered to the work. Such certificate of compliance
shall clearly identify each lot delivered and shall certify as to:
a. Conformance to the specified performance, testing,
quality or dimensional requirements; and,
60 - 2
i
GENERAL PROVISIONS
SECTION 60 - CONTROL OF MATERIALS
b. Suitability of the material or assembly for the use
intended in the Contract work.
Should the Contractor propose to furnish an "or equal"
material or assembly, he shall furnish the manufacturer's certifi-
cates of compliance as hereinbefore described for the sci
p fied
brand name material or assembly. However, the Engineer shall be
the sole judge as to whether the proposed "or equal" is suitable
for use in the work.
The Engineer reserves the right to refuse permission for use
of materials or assemblies on the basis of certificates of co%pli-
ante
60-04. Plant Inspection
The Engineer or his authorized representative may inspect, at
its source, any specified material or assembly to be used in the
work,. Manufacturing plants may be inspected from time to time for
the purpose of determining compliance with specified manufacturing
methods or materials to be used in the work and to obtain samples
required for his acceptance of the material or assembly.
Should the Engineer conduct plant inspections, the following
conditions shall exist:
a. The Engineer shall have the cooperation and assistance
of the Contractor and the producer with whom he has
contracted for materials.
b The Engineer shall have full entry at all reasonable
times to such parts of the plant that concern the
manufacture or production of the materials being
furnished.
C. If required by the Engineer, the Contractor shall arrange
for adequate office or working space that may be
reasonably needed for conducting plant inspections
Office or working space should be conveniently located
with respect to the plant.
It is understood and agreed that the Owner shall have. the
right to retest any material which has been tested and approved at
the source of supply after it has been delivered to the site. The
Engineer shall have the right to reject only material which, when
retested, does not meet the requirements of the Contract, Plans`,
or Specifications.
60 - 3
SECTION 60 - CONTROL OF MATERIALS
60-05. Field Office.
The Contractor
specified.
shat furnish a
60-06. Storage of Materials.
field office
as shown and
Materials shall be so stored as to assure the preservation of
their quality and fitness for the work. Stored materials, even
though approved before storage, may again be inspected prior to
their use in the work. Stored materials shall be located so as to
facilitate their prompt inspection. The Contractor shall
coordinate the storage of all materials with the Engineer.
Materials to be stored on airport property shall not create an
obstruction to air navigation nor shall they interfere with the
free and unobstructed movement of aircraft. Unless otherwise shown
on the Plans, the storage of materials and the location of the
Contractor's plant and parked equipment or vehicles shall be as
directed by the Engineer. Private property shall not be used for
storage purposes without written permission of the Owner or Lessee
of such property. The Contractor shall make all arrangements and
bear all expenses for the storage of materials on private property.
Upon request, the Contractor shall furnish the Engineer a copy of
the property owner's permission.
All storage sites on private or airport property shall be
restored to their original condition by the Contractor at his
entire expense, except as otherwise agreed to (in writing) by the
Owner or Lessee of the property.
60-07. Unacceptable Materials.
Any material or assembly that does not conform to the
requirements of the Contract, Plans, or Specifications shall be
considered unacceptable and shall be rejected. The Contractor
shall remove any rejected material or assembly from the site of the
work, unless otherwise instructed by the Engineer.
No rejected material or assembly, the defects of which have
been corrected by the Contractor, shall be returned to the site of
the work until such time as the Engineer has approved its use in
the work.
60 - 4
� .
`
~GENERAL PROVISIONS'
`
SECTION
`
� 60 - CONTROL OF MATERIALS
60-Qa-,--. Owner -Furnished Materials.
The Contractor shall furnish all materials required to
complete the work, except those specified herein (if any) to be
furnished by the owner. Owner -furnished materials shall be made
available to the Contractor at the location specified herein.
All costs of handling, transportation from the specified
location to the site of work, storage, and installing Owner -
furnished materials shall be included in the unit price bid for the
Contract Item in which such Owner -furnished material is used.
After any Owner -furnished material has been delivered to the
location specified, the Contractor shall be responsible for any
demurrage,, damage, loss, or other deficiencies which may occur
during the Contractor's handling, storage, or use of such Owner -
furnished material. The Owner will deduct from any monies due or
to become due the Contractor any cost incurred by the Owner in
making good such loss due to the Contractor's handling, storage,
or use of Owner -furnished materials.
'
^`
GENERAL PROVISIONS
SECTION 70 - LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC
70-01. Laws To Be Observed.
The Contractor shall keep fully informed of all Federal and
State laws, all local laws, ordinances, and regulations and all
orders and decrees of bodies or tribunals having any jurisdiction
or authority, which in any manner affect those engaged or employed
on the work, or which in any way affect the conduct of the work.
He shall at all times observe and comply with all such laws,
ordinances, regulations, orders, and decrees; and shall protect and
indemnify the Owner and all his/her officers, agents, or servants
against any claim or liability arising from or based on the viola-
tion of any such law, ordinance, regulation, order, or decree,
whether by himself or his/her employees.
70-02. Permits, Licenses, and Taxes.
The Contractor shall procure all permits and licenses, pay all
charges, fees, and taxes, and give all notices necessary and
incidental to the due and lawful prosecution of the work.
70-03. Patented Devices, Materials and Processes.
If the Contractor is required or desires to use any design,
device, material, or process covered by letters of patent or
copyright, he shall provide for such use by suitable legal agree-
ment with the patentee or owner. The Contractor and the surety
shall indemnify and save harmless the Owner, any third party, or
political subdivision from any and all claims for infringement by
reason of the use of any such patented design, device, material or
process, or any trademark or copyright, and shall indemnify the
Owner for any costs, expenses, and damages which it may be obliged
to pay by reason of an infringement, at any time during the prose-
cution or after the completion of the work.
70-04. Restoration of Surfaces Disturbed by Others.
The Owner reserves the right to
reconstruction, or maintenance of ar
service, FAA or National Oceanic ani
(NOAA) facility, or a utility service
at any time during the progress of t
such construction, reconstruction, or
nated with the Owner, such authorized
as follows:
Owner Location
NONE
70 - 1
authorize the construction,
iy public or private utility
3 Atmospheric Administration
of another government agency
he work. To the extent that
maintenance has been coordi-
work (by others) is indicated
Person To Contact
SECTION 70 - LEGAL RELATIONS AND RESPONSIBILITIES TO EULIC
Except as listed above, the Contractor shall not permit any
individual, firm, or corporation to excavate or otherwise disturb
such utility services or facilities located within the limits of
the work without the written permission of the Engineer.
Should the owner of public or private utility service, FAA,
or NOAA facility, or a utility service of another government agency
be authorized to construct, reconstruct, or maintain such utility
service or facility during the progress of the work, the Contractor
shall cooperate with such owners by arranging and performing the
work in this Contract so as to facilitate such construction,
reconstruction or maintenance by others whether or not such work
by others is listed above. When ordered as Extra Work by the
Engineer, the Contractor shall make all necessary repairs to the
work which are due to such authorized work by others, unless
otherwise provided for in the Contract, Plans, or Specifications.
It is understood, and agreed that the Contractor shall not be
entitled to make any claim for damages due to such authorized work
by others or for any delay to the work resulting from such
authorized work.
70-05. Federal Aid Participation.
For AIP Contracts, the United States Government has agreed to
reimburse the owner for some portion of the Contract costs. Such
reimbursement is made from time to time upon the Owner's request
to the FAA. In consideration of the United States Government's
(FAA's) Agreement with the Owner, the Owner has included provisions
in this Contract pursuant to the requirements of the Airport
Improvement Program, as amended, and the Rules and Regulations of
the Federal Aviation Administration that pertains to the work.
As required by the Program, the Contract work is subject to
the inspection and approval of duly authorized representatives of
the Administrator, Federal Aviation Administration and is further
subject to those provisions of the rules and regulations that are
cited in the Contract, Plans, or Specifications.
No requirement of the Program, the rules and regulations
implementing the Program, or this Contract shall be construed as
making the Federal Government a party to the Contract nor will any
70 - 2
GENERAL PROVISIONS
SECTION 70 - LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC
such requirement interfere, in any way, with the rights of either
party to the Contract.
70-06. Sanitary, Health, and Safety Provisions.
The Contractor shall provide and maintain in a neat, sanitary
condition such accommodations for the use of his/her employees as
may be necessary to comply with the requirements of the State and
local Board of Health, or of other bodies or tribunals having
jurisdiction.
Attention is directed to Federal, State, and local laws, rules
and regulations concerning construction safety and health
standards. The Contractor shall not require any worker to work in
surroundings or under conditions which are unsanitary, hazardous,
or dangerous to his/her health or safety.
70-07. Public Convenience and Safety.
The Contractor shall control his/her operations and those of
his/her Subcontractors and all suppliers, to assure the. least
inconvenience to the traveling public. Under all circumstances,
safety shall be the most important consideration.
The Contractor shall maintain the free and unobstructed
movement of aircraft and vehicular traffic with respect to his/her
own operations and those of his/her Subcontractors and all
suppliers in accordance with the subsection titled MAINTENANCE OF
TRAFFIC of Section 40 hereinbefore specified and shall limit such
operations for the convenience and safety of the traveling public
as specified in the subsection titled LIMITATION OF OPERATIONS of
Section 80 hereinafter.
70-08 Barricades Warning Signs, and Hazard Markings.
The.Contractor shall furnish, erect, and maintain all barri-
cades, warning signs, and markings for hazards necessary to protect
the public and the work. When used during periods of darkness,
such barricades, warning signs and hazard markings shall be suit-
ably illuminated.
For vehicular and pedestrian traffic, the Contractor shall
furnish, erect, and maintain barricades, warning signs, lights and
other traffic control devices in reasonable conformity with the
Manual of Uniform Traffic Control Devices for Streets and Highways
(published by the United States Government Printing Office).
rlf�]
GEN BAId PROVISIONS
7; UZGAL RELATIONS-ANDRESPONSIBILITIES
When the work requires closing an air operations area of the
airport or portion of such area, the Contractor shall furnish,
ere4and Maintain temporary markings and associated li htipg
coltfbrming to the requirements of FAA Advisory Circular lS /534 -1,
Marking of Paved Areas on Airports.
Thhe Contractor shall furnish, erect, and maintain markings and
associAted lighting of open trenches, excavations, temporary stock
piles, and his/her parked construction equipment that may be
hazardous to the operation of emergency fire -rescue or ma nten�:e
vehicles on the airport in reasonable conformance to 'FAA Advisory
Circular 150/5370-2, Operational Safety on Airports touring
Construction Activity.
The Contractor shall identify each motorized vehicle or piece
of construction equipment in reasonable conformance to FAA Advisory
circular 150/5370-2.
The Contractor shall furnish and erect all barricades, warning
signs, and markings for hazards prior to commencing work which
requires such erection and shall maintain the barricades, warning
signs, and markings for hazards until their dismantling is directed
by the Engineer.
Open -flame type lights shall not be permitted within the air
operations areas of the airport,
U-09. Use of Explosives.
When the use of explosives is necessary for the prosecution
of the work, the Contractor shall exercise the utmost care not to
endanger life or property, including new work. The Contractor
shall be responsible for all damage resulting from the use of
explosives.
All explosives shall be stored in a secure manner in
compliance with all laws and ordinances, and all such star
places shall be clearly marked. Where no local laws or ordinanci s
apply, storage shall be provided satisfactory to the Enginr a�.,
in general, not closer than one thousand (1,000) feet from the work
or from any building, road, or other place of human occupancy.
The Contractor shall notify each property owner and public'
utility company having structures or facilities in proximity 'to the
si:te'of the work of his/her intention to use explosives. Such
notice shall be given sufficiently in advance to enable then to
take such steps as they may deem necessary to protect their
70 4
GENERAL PROVISIONS
SECTION 70 - LEGA RELATIONS AND RESPONSIBILITIES TO PUBLIC
property from injury.
The use of elect ical blasting caps shall not be permitted on
or within one thousand (1,0'0) feet of the airport property.
70-10. Protection and Restoration of Property and Landscape.
The Contractor shall be responsible for the preservation of
all -public and private property, and shall protect carefully from
disturbance or damage all land monuments and property marks until
the Engineer has witnessed or otherwise referenced their location
and shall not move them until directed.
The Contractor shall be responsible for all damage or injury
to property of any character, during the prosecution of the work,
resulting from any act, omission, neglect, or misconduct in his/her
manner or method of executing the work, or at any time due to
defective work or materials, and said responsibility will not be
released until the project shall have been completed and accepted.
When or where any direct or indirect damage or injury is done
to public or private property by or on account of any- act,
omission, neglect or misconduct in the execution of the work, or
in consequence of the non -execution thereofby the Contractor, he
shall restore, at his/her own expense, such property to a condition
similar or equal to that existing before such damage or injury was
done, by repairing, or otherwise restoring as may be directed, or
he shall make good such damage or injury in an acceptable manner.
70-11. Responsibility for Damage Claims.
The Contractor shall indemnify and save harmless the Engineer
and the Owner and their officers, and employees from all suits,
actions, or claims of any character brought because of any injuries
or damage received or sustained by any person, persons, or property
on account of the operations of the Contractor; or on account of
or in consequence of any neglect in safeguarding the work; or
through use of unacceptable materials in constructing the work; or
because of any act or omission, neglect or misconduct of said
Contractor; or because of any claims or 'amounts recovered from any
infringements of patent, trademark, or copyright; or from any
claims or amounts arising or recovered under the "Workmen's Compen-
sation Act," orany other law, ordinance, order, or decree. Money
due the Contractor under and by virtue of his/her Contract as may
be considered necessary by the Owner for such purpose may be
retained for the use of the Owner or, in case no money is due,
70 - 5
GENEBAL PROVISIONS
70 LEGAL s '• = _,
his/her surety may be held until such suit or suits,action
actions, claim or claims for injuries or damages as aforesaid sh
have been settled and suitable evidence to, that effect fern -1
to the Owner, except that money due the Contractor will not
withheld when the Contractor produces satisfactory evidence, t
he is adequately protected by public liability and property dam
insurance.
70-12. Testi Party feneficay Clause.
or
It is specifically agreed between the parties executing the
Contract that it is not intended by any of the provisions of any
part of the Contract to create the public or any member thereof a
third party beneficiary or to authorize anyone not a party to the
Contract to maintain a suit for personal injuries or property
damage pursuant to the terms or provisions of the Contract.
79-13.—Opening Sections of the Work to Traffic.
Should it be necessary for the Contractor to complete portions
of the Contract work for the beneficial occupancy of the Owner
prior to completion of the entire Contract, such "phasing" of the
work shall be specified herein and indicated on the Plans. When
so specified, the Contractor shall complete such portions of the
work on or before the date specified or as otherwise specified.
The Contractor shall make his/her own estimate of the difficulties
involved in arranging his/her work to permit such beneficial
occupancy by the Owner as described below:
Phase or Required Date or Sequence Work Shown
scription of Owner's Beneficial Qgcupancy on P1 n—Shget
Specified construction phasing requirements are outlined in the
General Provisions Section 80-12 of these Specifications.
Upon completion of any portion of the work listed above, such
portion shall be accepted by the Owner in accordance with the
subsection titled PARTIAL ACCEPTANCE of Section 50.
No portion of the work may be opened by the Contractor for
public use until ordered by the Engineer in writing. Should it
become necessary to open a portion of the work to public traffic
70 - 6
9ENERAL PROVISIONS
SECTION 70 - LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC
on a temporary or intermittent basis, such openings shall be made
when, in the opinion of the Engineer, such portion of the work is
in an acceptable condition to support the intended traffic.
Temporary or intermittent openings are considered to be inherent
in the work an shall not constitute either acceptance of the
portion of the work so opened or a waiver of any provision of the
Contract. Any damage to the portion of the work so opened that is
not attributable to traffic which is permitted by the Owner shall
be repaired by the Contractor at his/her expense.
The Contractor shall make his/her own estimate of the inherent
difficulties involved in completing the work under the conditions
herein described and shall not claim any added compensation by
reason of delay or increased cost due to opening a portion of the
Contract work.
70-14. Contractor's Responsibility for Work.
Until the Engineer's final written acceptance of the entire
completed work, excepting only those portions of the work accepted
in accordance with the subsection titled PARTIAL ACCEPTANCE of.
Section 50, the Contractor shall have the charge and care thereof
and shall take every precaution against injury or damage to any
part due to the action of the elements or from any other cause,
whether arising from the execution or from the non -execution of the
work. The Contractor shall rebuild, repair, restore, and make good
all injuries or damages to any portion of the work occasioned by
any of the above causes before final acceptance and shall bear the
expense thereof except damage to the work due to unforeseeable
causes beyond the control of and without the fault or negligence
of the Contractor, including but not restricted to acts of God such
as earthquake, tidal wave, tornado, hurricane or other cataclysmic
phenomenon of nature, or acts of the public enemy or of
governmental authorities.
If the work is suspended for any cause whatever, the
Contractor shall be responsible for the work and shall take such
precautions necessary to prevent damage to the work. The
Contractor shall provide for normal drainage and shall erect
necessary temporary structures, signs, or other facilities at
his/her expense. During such period of suspension of work, the
Contractor shall properly and continuously maintain in an
acceptable growing condition all living material in newly
established plantings, seedings, and soddings furnished under
his/her Contract, and shall take adequate precautions to protect
new tree growth and other important vegetative growth against
injury.
70 - 7
GENERAL PROVISIONS
l 0 @—M
• s ! • r
PITO-Me-----._.____._�
As provided in the subsection titled RESTORATION OF SURFACES
DISTURBED BY OTHERS of this section, the Contractor shall coop rate
with the Owner of any public or private utility service, FAA or
NOAA, or`a utility service of another government agency that may
be.authorized by the Owner to construct, reconstruct or maintain
such utility services or facilities during the progress of the
work. In addition, the Contractor shall control his/her operations
to prevent the unscheduled interruption of such utility services
and facilities.
To the extent that such public or private utility servicer,
FAA, or NOAA facilities, or utility services of another
governmental agency are known to exist within the limits of the
Contract work, the approximate locations have been indicated on the
Plans and the Owners are indicated as follows:
Utility Service Owner's
or Facility Person to Contact !Qont
Fishers Island Electric Mr. James Hancock
Company 516/788-0720
It is understood and agreed that the Owner does not guarantee
the accuracy or the completeness of the location information
relating to existing utility services, facilities, or structures
that may be shown on the Plans or encountered in the work. Any
inaccuracy or omission in such information shall not relieve the
Contractor of his/her responsibility to protect such existing
features from damage or unscheduled interruption of service.
It is further understood and agreed that the Contractor shall,
upon execution of the Contract, notify the owners of all, utility
services or other facilities of his/her plan of operations. Such
notification shall be in writing addressed to THE PERSON TO CONTACT
as provided hereinbefore in this subsection and the subsection
titled RESTORATION OF SURFACES DISTURBED BY OTHERS of this section.
A copy of each notification shall be given to the Engineer. In
addition, it shall be the responsibility of the Contractor to keep
such individual Owners advised of changes in his/her plan of
operations that would affect such Owners.
70 - 8
GENERAL PROVISIONS
SECTION 70 - LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC
Prior to commencing the work in the general vicinity of an
existing utility service or facility, the Contractor shall again
notify each such owner of his/her plan of operation. If, in the
Contractor's opinion, the owner's assistance is needed to locate
the utility service or facility, or the presence of a
representative of the Owner is desirable to observe the work, such
advice should be included in the notification. Such notification
shall be given by the most expeditious means to reach the utility
Owner's PERSON TO CONTACT no later than two (2) normal business
days prior to the Contractor's commencement of operations in such
general vicinity. The Contractor shall furnish a written summary
of the notification to the Engineer.
The Contractor's failure to give the two (2) day's notice
hereinabove provided shall be cause for the Engineer to suspend the
Contractor's operations in the general vicinity of a utility
service or facility..
Where the outside limits of an underground utility service
have been located and staked on the ground, the Contractor shall
be required to use excavation methods acceptable to the Engineer
within three (3) feet'(90 cm) of such outside limits at such points
as may be required to insure protection from damage due to the
Contractor's operations.
Should the Contractor damage or interrupt the operation of a
utility service or facility by accident or otherwise, he shall
immediately notify the proper authority and the Engineer and shall
take all reasonable measures to prevent further damage or
interruption of service. The Contractor, in such events, shall
cooperate with the utility service or facility Owner and the
Engineer continuously until such damage has been repaired and
service restored to the satisfaction of the utility or facility
Owner.
The Contractor shall bear all costs of damage and restoration
of service to any utility service or facility due to his/her
operations whether or not due to negligence or accident. The
Contract Owner reserves the right to deduct such costs from any
monies due to or which may become due the Contractor, or his/her
Surety.
70-16. Furnishing Rights -of -Way.
The Owner will be responsible for furnishing all rights-of-
way upon which the work is to be constructed in advance of the
Contractor's operations.
70 - 9
70--17. Personal Liability of Public Officials.
In carrying out any of the Contract provisions or in
exercising any power or authority granted to him by this Contract,
therm shall be no liability upon the Engineer, his/her authorized
representatives, or any official of the Owner either personally or
as an official of the Owner. It is understood that in such matters
they act solely as agents and representatives of the Owner.
70-Ifi,. Xp fiver of Legal Rights,
Upon completion of the work, the owner will expeditiously make
final '.inspection and notify the Contractor of final acceptance.
Such final acceptance, however, shall not preclude or estop the
Owner frog► correcting any measurement, estimate, or certificate'
made before or after completion of the work, nor shall the Owner
be ]precluded or estopped from recovering from the Contractor or
his/her Surety, or both, such overpayment as may be sustained, or
by failure on the part of the Contractor to fulfill his/her
.obligations under the Contract. A waiver on the part of the toner
of any breach of any part of the Contract shall not be held to be
a waiver of any other or subsequent breach.
The Contractor, without prejudice to the terms. of the
Contract, shall be liable to the Owner for latent defects, fraud,_
or Such gross mistakes as may amount to fraud, or as regards the
Ovner's rights under any warranty or guaranty.
70-19. Environmental Protection.
The Contractor shall comply with all Federal, State, and local
laws and regulations controlling pollution of the environment. He
shall take necessary precautions to prevent pollution of streams,
lakes, ponds, and reservoirs with fuels, oils, bitumens, chemicals,
or other harmful materials and to prevent pollution of the
atmosphere from particulate and gaseous matter.
Air Pollution
I. QgW Burning ol Combustible Waste.
a. No tires, oils, asphalt, paint or coated materials are
permitted in the combustible waste piles.
b. Burning will not be permitted within one thousand (1, 000)
feet of a residential or built up area, nor within one
hundred (100) feet of any standing timber or flammable
70 - 10
GENERAL PROVISIONS
SECTION 70 - LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC
growth.
C. Burning shall not be permitted unless the prevailing
winds are away from a nearby town or built-up area.
d. Burning shall not be permitted during a local air
inversion or other climatic condition, as would result
in a pall of smoke over a nearby town or built-up area.
e. Burning shall not be permitted when the danger of 'brush
or forest fires is made known by State, local or Federal
officials.
f. The size and number of fires shall be restricted to avoid
the danger of brush or forest fires. Burning shall be
done under surveillance of a watchman, who will have fire
.fighting equipment and tools readily available.
"No burning shall be permitted until the Contractor has
secured a permit from the County Department of Health."
2. Alternatives to Open Burning.
a. Sound trees, stumps and brush may be cut off within six
(6) inches above the ground and allowed to remain in
areas outside of areas to be paved providing the depth
of embankment will exceed three an one-half (3 1/2) feet.
Tap roots and other projections over one and one-half (1
1/2) inches in diameter shall be grubbed out to a depth
of at least eighteen (18) inches below the finished
subgrade or slope elevation. Spoil materials removed by
clearing and grubbing may be buried outside of airport
construction graded areas, paved or to be paved areas,
existing or future runway sites and taxiway safety or
apron areas.
b. Wood may be salvaged for firewood or commercial use or
it may be chipped and disposed of for use as mulch.
C. Logs, brush, etc. may be removed to an authorized
disposal area or disposed of to the general public
without charge.
3. Excessive Dust Causes.
a. Common construction operations which may cause excessive
dust include:
70 - 11
(1) Quarry, drilling and rock crushing.
(2) Clearing, grubbing and stripping.
(3) Excavation and placement of embankment.
(4) Cement and aggregate handling.
(5) Cement or lime stabilization.
(6) Blasting.
(7) Use of haul roads.
(8) Sandblasting or grinding.
b. Other construction items which may cause air pollution
are:
(1) Volatiles escaping from asphalt and out back
materials,
(2) Use of herbicides or fertilizers.
(3) Smoke from asphalt plants or heater/planers
4. C2npM1 of Dust and Other Air Pollutants.
a. Control of Dust and Other Air Pollutants shall be the
responsibility of the Contractor and may include the
following control methods:
(1) Drilling apparatus equipped with water or chemical
dust controlling systems.
(2) Exposing the minimum area of land.
(3) Applying temporary mulch with or without seeding.
(4) Use of water sprinkling trucks.
(5) Use of covered haul trucks.
(6) Use of stabilizing agents in solution.
(7) Use of dust paliatives and penetration asphalt on
temporary roads.
(8) Use of wood chips in traffic or work areas.
(9) Use of vacuum equipped sandblasting systems.
(10) Use of plastic sheet coverings.
(11) Restricting the application rate of herbicides to
recommended dosage. Materials should be covered and
protected from the elements. Application, epi* nt
and empty containers shall not be rinsed and
discharged as to pollute a stream, etc. or the
groundwater.
(12) Bituminous mixing plants shall be equipped with a
dust collector, to waste or return uniformly to the
hot elevator all or any part of the' material
collected, as stated in Specifications P201 and P401
and Advisory Circular 150/5370-1A.
70 - 12
GENERAL PROVISIONS
SECTION 70 — LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC
(13) Delay of operations until climate or wind conditions
dissipate or inhibit the potential pollutants in a
manner satisfactory to the Engineer.
5. Water Pollution.
a. The Contractor shall use suitable precautions to minimize
water pollution during the progress of the work. Erosion
control devices or methods may consist of berms, dikes,
dams, drains, sediment basins, fiber mats, woven plastic
filter cloths, gravel, mulches, quick growing grasses,
sod, bituminous spray or other control devices. The
control devices shall be as shown on the Plans and/or -
specified.
b. The amount of surface area of erodible earth at any one
time shall not exceed seven hundred fifty thousand
(750,000) square feet unless otherwise specified by the
Engineer.
C. Pollutants such as fuels, lubricants, bitumens, raw
sewage and other marful materials shall not be discharged
into or near rivers, streams, and impoundments or into
natural or man-made channels leading thereto. Wash water
or waste from concrete mixing or curing operations should
not be allowed to enter live streams, etc.
In the event of conflict between these requirements and
pollution control laws, rules or regulations or other Federal,
State or local agencies, the more restrictive laws, rules, or
regulations shall apply.
70-20 Archaeological and Historical Findings.
Unless otherwise specified in this subsection, the Contractor
is advised that the site of the work is not within any property,
district, or site, and does not contain any building, structure,
or object listed in the current National Register of Historic
Places published by the United States Department of Interior.
Should the Contractor encounter, during his/her operations,
any building, part of -a building, structure, or object which is
incongruous with its surroundings, he shall immediately cease
operations in that location and notify the Engineer. The Engineer
will immediately investigate the Contractor's finding and will
direct the Contractor to either resume his/her operations or to
suspend operations as directed.
70 - 13
Should the Engineer order suspension of the contractor's
operations in order to protect an archaeological or historical
finding, or order the Contractor to perform Extra Work, such shall
be covered by an appropriate Contract modification (Change order
or Supplemental Agreement) as provided in the subsection titled
EXTRA WORK of Section 40 and the subsection titled PAYMENT FOR
EXTRA WORK AND FORCE ACCOUNT WORK of Section 90. If appropriate,
the Contract modification shall include an extension of Contract
time in accordance with the Subsection titled DETERMINATION AND
EXTENSION OF CONTRACT TIME of Section 80.
70-21. New York State Department of Transportation Reguirements
A. Standard rjaRses for New York S a Contracts
1. Executory Clause. In accordance with Section 41 of the
State Finance Law, the State shall have no liability
under this contract to the Contractor or to anyone else
beyond funds appropriated and available for this
contract.
2. Non -Assignment Clause. In accordance with Section 138
of the State Finance Law, this Contract may not be
assigned by the Contractor or its right, title or
interest therein assigned, transferred, conveyed, sublet
or otherwise disposed of without the previous consent,
in writing, of the State and any attempts to assign the
contract without the State's written consent are null and
void. The Contractor may, however, assign its right to
receive payment without the State's prior written consent
unless this contract concerns Certificates of
Participation pursuant to Article 5-A of the State
Finance Law.
3. Comptroller's Approval. In accordance with Section 112
of the State Finance Law (or, if this contract is with
the State University or City University of New York,
Section 355 or Section 6218 of the Education Law), if
this contract exceeds $5,000 ($20,000 for certain
S.U.N.Y. and C.U.N.Y. contracts), or if this is an
amendment for any amount to a contract which, as so
amended, exceeds said statutory amount, or if, by this
contract, the State agrees to give something other than
money, it shall not be valid, effective or binding upon
the State until it has been approved by the State
Comptroller and filed in his office.
70 - 14
GENERAL PROVISIONS
SECTION 70 - LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC
4. Worker's Compensation Benefits. In accordance with
Section 142 of the State Finance Law, this contract shall
be void and of no,force and effect unless the Contractor
shall provide and maintain coverage during the life of
this contract for the benefit of such employees as are
required to be covered by the provisions of the Workers'
Compensation Law.
5. Non -Discrimination Requirements. In accordance with
Article 15 of the Executive Law (also known as the Human
Rights Law) and all other State and Federal statutory and
constitutional non-discrimination provisions, the
Contractor will not discriminate against any employee or
applicant for employment because of race, creed, color,
sex, national origin, age, disability or marital status.
Furthermore, in accordance with Section 220-e of the
Labor Law, if this is a contract for the construction,
alteration or repair of any public building or public
work or for the manufacture, sale or distribution of
materials, equipment or supplies, and to the extent that
this contract shall be performed within the State of New
York, Contractor agrees that neither it nor its
subcontractors shall, by reason of race, creed, color,
disability, sex or national origin: (a) discriminate in
hiring against any New York State citizen who is
qualified and available to perform the work; or (b)
discriminate against or intimidate any employee hired for
the performance of work under this contract. If this is
a building service contract as defined in Section 230 of
the Labor Law, then, in accordance with Section 239,
thereof, Contractor agrees that neither it nor its
Subcontractors shall, by reason of race, creed, color,
national origin, age, sex or disability: (a)
discriminate in hiring against any New York State citizen
who is qualified and available to perform the work: or
(b) discriminate against or intimidate any employee hired
for the performance of work under this contract.
Contractor is.subject to fines of $50.00 per person per
day for any violation of Section 220-e or Section 239 as
well as possible termination of this contract and
forfeiture of all moneys due hereunder for a second or
subsequent violation.
6. Wage and Hours Provisions. If this is a public work
contract covered by Article 8 of the Labor Law or a
building service contract covered by Article 9 thereof,
neither Contractor's employees nor the employees of its
70 - 15
subcontractors may be required or permitted to work more
than the number of hours or days stated in said statdes,,
except as otherwise provided in the Labor Law and at set
forth in prevailing wage and supplement schedules issued
by the State Labor Department. Furthermore, Contractor
and its Subcontractors must pay at least the prevailing
wage rate and pay or provide the prevailing supplotumts.
including the premium rates for overtime pay, as
determined by the State Labor Department in aci:oiilance
with the Labor Law.
7. Non -Collusive Bidding Requirement. In accordance with
Section 139-d of the State Finance Law, if this contract
was awarded based upon the submission of bids, Contractor
warrants,, under penalty of perjury, that its bid, was
arrived at independently and without collusion 4-ised,,at
restricting competition. Contractor further warrants
that, at the time contractor submitted its bid,,.' an
4uthorized and responsible person executed and do ' livered
to the State a non -collusive bidding certification,
on
Contractor's behalf.
8. International Boycott Prohibition. In accordance with
Section 220-f of the Labor Law and Section 139-h of the
State Finance Law, if this contract exceeds $5,000, the
Contractor agrees, as a material condition of the
contract, that neither the Contractor nor any
substantially owned or affiliated person, firm,
partnership or corporation has participated, is
participating, or shall participate in an international
boycott in violation of the federal Export Administration
Act of 1979 (50 USC App. Sections 2401 et, seq.) or
regulations thereunder. If such Contractor, or any of
the aforesaid affiliates of Contractor, is convicted or
is otherwise found to have violated said laws, or
regulations upon the final determination of the United
States Commerce Department or any other appropriate
agency of the United States subsequent to the d6atitactt ' S
execution, such contract, amendment or modification
thereto shall be rendered forfeit and void. ' The
Contractor shall so notify the State Comptroller within
five (5) business days of such conviction, determination
or disposition of appeal (2 NYCRR 105.4).
9. Set -Off Rights. The State shall have all of its common
law and statutory rights of set-off. These rights shall
include, but not be limited to, the State's option to
70 - 16
GENERAL PROVISIONS
SECTION 70 LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC
withhold for the purposes of set-off any moneys due to
the Contractor under this contract up to any amounts due
and owing to the State with regard to this contract, any
other contract with any State department or agency,
including any contract for a term commencing prior to the
term of this contract, plus any amounts due and owing to
the State for any other reason including, without
limitation, tax delinquencies, fee delinquencies or
monetary penalties relative thereto.
10. Record -Keeping Requirement. The Contractor shall
establish and maintain complete and accurate books,
records, documents, accounts and other evidence directly
pertinent to performance under this contract for a period
of six (6) years following final payment or the
termination of this contract, whichever is later, and any
extensions thereto. The State Comptroller and Attorney
General or any other person or entity authorized to
conduct an examination, as well as the agency or agencies
involved in this contract, shall have access to such
books, records, documents, accounts and other evidential
material during the contract term, extensions thereof and
said six (6) year period thereafter for the purposes of
inspection, auditing and copying. "Termination of this
contract", as used in this clause 10, shall mean the
later completion of the work of the contract or the end
date of the term stated in the contract.
11. Conflicting terms. In the event of a conflict between
the terms of the contract (including any and all
attachments thereto and amendments thereof) and the terms
of this Appendix A, the terms of this Appendix A shall
control.
12. Governing law. This contract shall be governed by the
laws of the State of New York except where the federal
supremacy clause requires otherwise.
13. Late Payment. Timeliness of payment and any interest to
be paid to Contractor for late payment shall be governed
by Article X1 -A of the State Finance Law to the extent
required by law.
14. No Arbitration and Service of Process. Disputes
involving this contract, including the breach or alleged
breach thereof, may not be submitted to binding
arbitration (except where statutorily authorized) but
70 - 17
B.
must, instead, be heard in a court of competent
jurisdiction of the State of New York. Contractor hereby
consents to service of process upon it by registered or
certified mail, return receipt requested.
Tees and Coedit ons (Addendum No. 11
1. The Grantee agrees to incorporate or cause to be
incorporated into any contract for construction work, or
furnishing of any materials, supplies, or equipment or
professional consulting services of any kind in
connection with the Project, clauses under which the
Contractor:
(a) Agrees to procure and maintain insurance of the
kinds and in the amounts hereinafter provided in
Schedule I hereof.
(b) Agrees that he will comply with the requirements of
the State Labor Law and particularly,Sections 220
and 220-4.thereof as amended, and as set forth in
Appendix A hereof.
(c) Agrees that during the performance of this contract,
the Contractor will not discriminate against any
employee or applicant for employment because of
race, creed, sex, color or national origin andwill
comply with the Non -Discrimination provisions set
forth in Appendix A hereof.
(d) Agrees that he will cause all persons employed upon
the work including his subcontractors, agents,
officers and employees, to comply with all
applicable laws in the jurisdiction in which the
work is performed.
(e) Agrees not to assign, transfer, convey, sublet or
otherwise dispose of this agreement or any part
thereof, or of its right, title or interest therein
or its power to execute such agreement to any
person, company or corporation without the previous
consent in writing of the Grantee and the
Commissioner of Transportation.
(fj Agrees that in accordance with
independent contractor, it will
such status that it will neither
70 - 18
its status as an
conduct itself with
hold itself out as
GENERAL
PROVISIONS
SECTION 70-LEGAIj
REXJATIQNS
AND
RESPONSIBILITIES
TO PUB
C
B.
must, instead, be heard in a court of competent
jurisdiction of the State of New York. Contractor hereby
consents to service of process upon it by registered or
certified mail, return receipt requested.
Tees and Coedit ons (Addendum No. 11
1. The Grantee agrees to incorporate or cause to be
incorporated into any contract for construction work, or
furnishing of any materials, supplies, or equipment or
professional consulting services of any kind in
connection with the Project, clauses under which the
Contractor:
(a) Agrees to procure and maintain insurance of the
kinds and in the amounts hereinafter provided in
Schedule I hereof.
(b) Agrees that he will comply with the requirements of
the State Labor Law and particularly,Sections 220
and 220-4.thereof as amended, and as set forth in
Appendix A hereof.
(c) Agrees that during the performance of this contract,
the Contractor will not discriminate against any
employee or applicant for employment because of
race, creed, sex, color or national origin andwill
comply with the Non -Discrimination provisions set
forth in Appendix A hereof.
(d) Agrees that he will cause all persons employed upon
the work including his subcontractors, agents,
officers and employees, to comply with all
applicable laws in the jurisdiction in which the
work is performed.
(e) Agrees not to assign, transfer, convey, sublet or
otherwise dispose of this agreement or any part
thereof, or of its right, title or interest therein
or its power to execute such agreement to any
person, company or corporation without the previous
consent in writing of the Grantee and the
Commissioner of Transportation.
(fj Agrees that in accordance with
independent contractor, it will
such status that it will neither
70 - 18
its status as an
conduct itself with
hold itself out as
C,ENERAL PROVISIONS
SECTION 70-- LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC
nor claim to be an officer or employee of the State
by reason hereof, and that it will not by reason
hereof, make any claim demand of application to or
for any righ=t or privilege applicable to an officer
or employee of the State, including, but not limited
to, Workmen's Compensation coverage, Unemployment
Insurance Benefits, SocialSecurity coverage or
Retirement membership or Credit.
(g) Agrees that this agreement may be cancelled or
terminated by the Grantee if any work under this
agreement is in conflict with the provisions of
Section 74 of the Public Officers Law.
(h) Agrees that any patentable result arising out of
this Agreement, as well as all information, designs,
specification, know-how, data, and findings, shall
be made available without cost to the State or its
licenses for public use.
(i) Agrees that for construction work he will furnish
a performance bond in an amount at least equal to
100 percent of this contract price as security for
the faithful performance of his contract and also
a labor and material bond in an amount equal to 100
percent of his contract price as security for the
payment of all persons performing labor on the
project under his contract and furnishing materials
in connection with his contract. The performance
bond and the labor and material bond may be in one
or in separate instruments in accordance with law.
(j) Agrees that the Commissioner and the State
Comptroller reserve the right to audit and inspect
the work of the contractor and any and all records
thereof through representatives of the State, as
well as through officers and employees of the State,
as they shall determine.
(k) Agrees that, the State shall not be obligated or
liable hereunder to any party other than the
Grantee
(1) Agrees that if any provision of this Agreement is
held invalid, the remainder of this Agreement shall
not be affected thereby if such remainder would then
continue to conform to the terms and requirements
70 - 19
of the applicable law.
(m) Agrees that by execution of the Agreement the
Contractor represents that it has not paid and,
also, agrees not to pay, any bonus or commission for
the purpose of obtaining an approval of this
agreement.
(n) Agrees that all project documents requiring formal
approval by a Federal Agency will be submitted to
the Commissioner for his prior approval and
forwarding to the Federal Agency for its formal
approval.
2. The Grantee agrees to give full opportunity for free,
open and competitive bidding for each contract to be let
by it calling for construction or the furnishing of any
materials, supplies, or equipment to be paid for with
Project funds in accordance with the requirements of
Section 103 of the General Municipal Law, the State
Finance Law and any other applicable State Lams,
Regulations or any requirements or opinions of the State
comptroller.
3. The Grantee agrees that contracts for professional or
consulting services may be negotiated, but they must be
in writing and must state the maximum compensation or
reimbursement to be paid. Negotiations `must be
adequately documented to show consultants considered,
proposals received, reasons for selecting the proposed
consultant, and the unit basis or other detailed
explanation in support of the amount of compensation to
be paid.
C. Qlalases tg be Included in Grantee Contracts (Sghgdule 1.
Insurance)
The grantee agrees to incorporate or cause to be incorporated
into any contract in connection with the Project, the
following clauses:
The Contractor agrees to procure and maintain insurance of the
kinds and in the amounts hereafter provided in insurance
companies authorized to do business in New York State,
covering all operations under the contract whether performed
by it or Subcontractors. Before commencing the work, the
Contractor shall furnish the Grantee a certificate or
certificates in form satisfactory to the Grantee showing that
70 - 20
GENERAL PROVISIONS
SECTION 70 - LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC
it has complied with this Schedule, which certificate or
certificates shall not be changed or cancelled until thirty
days written notice has been given to the Grantee. The kinds
and amounts of insurance required are as follows:
1. Policy or policies covering the obligations o e
Contractor in accordance with the provisions of any
applicable Workmen's Compensation or Disability Benefits
Law, including for the State of New York, Chapter 41,
Laws of 1914, as amended, known as the Workmen's
Compensation Law, and amendments thereto, and Chapter 600
of the Laws of 1949, as amended, known as the Disability
Benefits Law, and this agreement shall be void and no
effect unless the Contractor procures such policy or
policies and maintains the same in force during the term
of his contract.
2. Protective Liability insurance issued to and covering the
liability of the Grantee, the State, the Commissioner and
all employees or other representatives of each of them,
both officially and personally with respect to all
operations under the contract including omissions and
supervisory acts of the Grantee, the State, the
Commissioner and their employees or other representatives
with the following limits:
Construction
Bodily Injury Liability
Each
Each Person Occurrence
Property Damage Liability
Each
Occurrence
$1,000,000 $3,000,000 $1,000,000
Consultant and Other Services
Aggregate
$3,000,000
Bodily Injury Liability Property Damage Liability
Each Each
Each Person Occurrence Occurrence Aggregate
$100,000 $300,000 $100,000 $300,000
3. Liability insurance issued to and covering the liability
of the Contractor with respect to all work performed by
him under this Agreement.
70 - 21
70 RESPONSIBILITIES TO
4. Liability, insurance issued to and covering the liability
of each of the Contractor's Subcontractors with respect
to all work performed by said Subcontractor under this
Agreement.
S.
6.
Protective liability insurance issued to and covering the
liability of the Contractor with respect to all work
under this Agreement performed for the contractor by
Subcontractor.
Protective liability insurance issued to and covering the
liability of the Grantee and all employees of the
Grantee, both officially and personally, with respect to
all operations under this agreement by the Contractor or
by his Subcontractor, including omissions and supervisory
acts of the Grantee and its employees.
fi2t,e If work is to be performed by forces of the Grantee:,, the
Grantee will provide or cause to be provided the insurance
coverage provided in Paragraph B above.
7- Provisions For Federally ss' d Airggrt
!Q2WMXMctjon Proi egts
I. UQUIRED NOTICES FOR CONTRACTS OVER $1Q,000
1 The following is to be made a part of all solicitations
for bids on all federally -assisted construction contracts
or subcontracts in excess of $10,000.00.
NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL
EMPLOYMENT OPPORTUNITY (EXECUTIVE ORDER 11246, AS AMENDED)
2. The offeror's or bidder's attention is called to the
"Equal Opportunity Clause's and the "Standard Federal
Equal Employment opportunity Construction Contract
Specifications" set forth herein.
3. The goals for minority and female participation,
expressed in percentage terms FQH T
WORt'ORCE on all construction work in a covered area, are
as follows:
Goals for Mingrity Participation Goals for Female Pantie pat on
5.8$ 6.9%
70 - 22
GENERAL PROVISIONS
SECTION 70 - LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC
(i) These goals are applicable to all the Contractor's
CONSTRUCTION WORKFORCE (whether or not it is Federal
or federally -assisted) performed in the covered
area. If the Contractor performs construction work
in a geographical area located outside of the
covered area, it shall apply the goals established
for such geographical area where the work is
actually performed. With regard to this second
area, the Contractor also is subject to the goals
for both its federally involved and non -federally
involved construction.
(ii) The Contractor's compliance with, the executive order
and the regulations in 41 CFR Part 60-4 shall be
based on its implementation of the Equal Opportunity
Clause, specific affirmative action obligations
required by the specifications set forth in 41 CFR
60-4.3(a), and its efforts to meet the goals
established for the geographical area where the
contract resulting from this solicitation is to be
performed. The hours of minority and female
employment and training must be substantially
uniform throughout the length of the contract, and
the Contractor shall make a good faith effort to
employ minorities and women evenly on each of its
projects. The transfer of minority or female
employees or trainees from Contractor to Contractor
or from project to project, for the sole purpose of
meeting the Contractor goals shall be a violation
of the contract, the executive order, and the
regulations in 41 CFR Part 60-4. Compliance with
the goals will be measured against the total work
hours performed.
4. The Contractor shall provide written notification to the
Director, OFCCP, within 10 working days of award of any
construction subcontract in excess of $10,000.00 at any
tier for construction work under the contract resulting
from this solicitation. The notification shall list the
name, address, and telephone number of the Subcontractor,
employer identification number, estimated dollar amount
of the subcontract, estimated starting and completion
dates of the subcontract, and the geographical area in
which the contract is to be performed.
5. As used in this notice and in the contract resulting from
this solicitation, the "covered area" is Suffolk County,
New York.
70 - 23
S=ION 70 GAL RELATIONS AND RESPONSIBILITIES TO PUB IC
REPORTS
All contractors and Subcontractors performing on federally -
assisted projects are required to file annually (on or before .March
31) complete and accurate reports on SF 100 (Employee Information
Report, EEO, -1) to the Joint Reporting Committee. The first report
is due within 30 days after award unless such report was filed
within the preceding 12 -month period.
Standard Form 100 is normally furnished based on a mailing
list, but can be obtained from the Joint Reporting Committee, Post
Office Box 2236, Norfolk, Virginia 20501.
Contractors/Subcontractors with Contracts over $10,000.00.
As indicated in Paragraph 5 of the EEO Clause, monthly;
Employment Utilization Reports, CC.257 (previously SF 257) will be
submitted to the OFCCP, Department of Labor, 3535 Market Street,`
Room 1310, Philadelphia, Pennsylvania 19104.
III. IP ASSISTEDM=CTS IN EXCESS OF $10.0100
During the performance of this contract, the Contractor agrees
as follows:
1. The Contractor will not discriminate against any employee
or applicant for employment because of race;, color,
religion, sex, or national origin. The Contractor will
take affirmative action to insure that applicants are
employed and that employees are treated during employment
without regard to their race, color, religion, sex,, or
national origin. Such action shall include, but not be
limited to the following: employment, upgrading,
demotion, or transfer; recruitment or recruitment
advertising; layoff or termination, rates of pay or other
compensation; and selection for training, including
apprenticeship. The Contractor agrees to post, in
conspicuous places available to employees and applicants
for employment, notices (to be provided) setting forth
the provisions of this nondiscrimination clause.
2. The Contractor will, in all solicitations or
70 - 24
GENERAL PROVISIONS
SECTION 70 - LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC
advertisements for employees placed by or on behalf of
the Contractor, state that all qualified applicants will
receive consideration for employment without regard to
race, color, religion, sex, or national origin.
3. The Contractor will send, to each labor union or
representative of workers with which he has a collective
bargaining agreement or other contract or understanding,
a notice (to be provided) advising the said labor union
or workers' representatives of the Contractor's
commitments under this section and shall post copies of
the notice in conspicuous places available to employees
and applicants for employment.
4. The Contractor will comply with all provisions of
Executive Order 11246, as amended, of September 24, 1965,
and the rules, regulations, and relevant orders of the
Secretary of Labor.
5. The Contractor will furnish all information and reports
required by Executive Order 11246, as amended., of
September 24, 1965, and by rules, regulations, and orders
of the Secretary of Labor, or pursuant thereto, and will
permit access to his books, records, and accounts by the
Comptroller General of the United States, Department of
Transportation, FAA and the Secretary of Labor for
purposes of investigation to ascertain compliance with
such rules, regulations and orders.
6. In the event of the Contractor's noncompliance with the
nondiscrimination clauses of this contract or with any
of the said rules, regulations, or orders, this contract
may be cancelled, terminated, or suspended in whole or
in part and the Contractor may be declared ineligible for
further Government contracts or federally -assisted
construction contracts in accordance with procedures
authorized in Executive Order 11246, as amended, of
September 24; 1965, and such other sanctions may be
imposed and remedies invoked as provided in Executive
Order 11246, as amended, of September 24, 1965,, or by
rule, regulation, or order of the Secretary of Labor, or
as otherwise provided by law.
7. The Contractor will include the portion of the sentence
immediately preceding"Paragraph 1 and the provisions of
Paragraphs 1 through 7 in every subcontract or purchase
order unless exempted by rules, regulations, or orders
70 - 25
L= ' • On
M• _W___ • z. �__ ' •
of the Secretary of Labor issued pursuant to Section 204
of Executive Order 11246, as amended, September 24, 1965,
so that such provisions will be binding upon each
subcontractor or vendor. The Contractor will take such
action with respect to any subcontract or purchase order
as the FAA may direct as a means of enforcing I such
provisions, including sanctions for none li"
provided, however, that in the event a contractor becomes.
involved in, or is threatened with litigation with s
Subcontractor or vendor as a. result of such direction by
the FAA, the Contractor may request the United State* to
enter into such litigation to protect the interests of
the United States.
Contractors and Subcontractors may satisfy: the
requirements of Paragraph 2 of the referenced EEO clause,
by complying with any of the following:
Stating in the Invitations for Bids that all
qualified applicants will receive considerati-00 for
employment without regard to race, color, religion,;
sex, or national origin, or
including appropriate insignia in display or other
advertising as prescribed by the Departatent. of
Labor, or
Using a single advertisement grouped with other
advertisements under a caption which clearly states
that all employers in the group assure all qualified
applicants will have equal consideration' for
employment without regard to race, color, religion,
sex, or national origin, or
Using the phrase "an equal opportunity employer" in
a single advertisement in clearly distinguishable
type.
SEE POSTER NEXT PAGE
70 - 26
GENERAL PROVISIONS
SECTION 70 LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC
ry
EQUAL EMPLOYMENT OPPORTUNITY IS THE LAW -DISCRIMINATION IS
PROHIBITED BY THE CIVIL RIGHTS ACT OF 1964 AND BY EXECUTIVE
ORDER NO. 11246.
TITLE VII OF THE CIVIL RIGHTS ACT OF 1964 -
ADMINISTERED BY:
THE EQUAL EMPLOYMENT OPPORTUNITY COMMISSION
Prohibits discrimination because of Race, Color, Religion,
Sex, or National Origin by Employers with 15 or more employees
by Labor Organizations with a hiring hall of 75 or more
members by Employment Agencies and by Joint Labor -Management
Committees for Apprenticeship or Training. After July 1,
1957, employers and labor organizations with 50 or more
employees or members will be covered; after July 1, 1968,
those with 25 or more will be covered.
ANY PERSON
WHO BELIEVES HE OR SHE HAS BEEN DISCRIMINATED
AGAINST SHOULD CONTACT
THE EQUAL EMPLOYMENT OPPORTUNITY COMMISSION
1800 G STREET, NW, WASHINGTON DC 20506
EXECUTIVE ORDER NO. 11246 - ADMINISTERED BY:
THE OFFICE OF FEDERAL CONTRACT COMPLIANCE
Prohibits discrimination because of Race, Color, Religion,
Sex, or National Origin, and requires affirmative action to
ensure equality of opportunity in all aspects of employment.
By all Federal Government Contractors and Subcontractors, and
by Contractors Performing Work Under a Federally -Assisted
Construction Contract, regardless of the number of employees
in either case.
ANY PERSON
WHO BELIEVES HE OR SHE HAS BEEN DISCRIMINATED
AGAINST SHOULD CONTACT
THE OFFICE OF FEDERAL CONTRACT COMPLIANCE
U.S. DEPARTMENT OF LABOR, WASHINGTON, DC
20210
70 27
GENERAL PROVISOS
70 -LEGAL RELATIONS AND RESMESIBILITIES TO PUBLIC
IV. FAUML ZML EMPL911= OMMKITY
SPECIFICATIONS6 AS AMZ"bi
The following specifications shall be made a part of all
federally-assisted construction contracts or subcontracts over
$10,000.00 AND included in all invitations for bids:
1. As used in these specifications
(a) "Covered area" means the geographicalarea described
in the solicitation from which this contract
resulted:
} (b) "Director" means Director, Office of Federal
Contract` Compliance Programs (OFCCP), U.S.
Department of Labor, or any person to wham the
Director delegates authority;
(c) "Employer identification number" means the Federal
social security number used on the Employer's
Quarterly Federal Tax Return, U.S. Treasuryy
Department Form 941;
_(d) "Minority" includes:
(1) Black (all persons having origins in any of the h
Black African racial groups not of Hispanic
origin) ;
(2) Hispanic (all persons of Mexican, Puerto Rin,
Cuban, Central or South American, or other
Spanish culture or origin regardless of race);
(3) Asian and Pacific Islander (all persons having
origins in any of the original peoples of the
Far East, Southeast, Asia, and the Indian
Subcontinent, or the Pacific Islands); and
(4) American Indian or Alaskan native (a,ll persons
having origins in any of the original pelves
of North America and maintaining identIfiable
tribal affiliations through membership and
participation or community identification).
2. 'Whenever the Contractor, or any Subcontractor at any
tier, subcontracts a portion of the work involving any
construction trade, it shall physically include in each
subcontract in excess of $10,000 the provisions of these
specifications and the notice which contains the
applicable goals for minority and female participation
and which is set forth in the solicitations from which
this contract resulted.
70 - 28
GENERAL PROVISIONS
SECTION 70 - LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC
3. If the Contractor is participating (pursuant to 41 CFR
60-4.5) -in a Hometown Plan approved by the U.S.
Department of Labor in. the covered area either
individually or through an association, its affirmative
action obligations on all work in the plan area
(including goals and timetables) shall be in accordance
with that plan for those trades which have unions
participating in the plan. Contractors must be able to
demonstrate their participation in and compliance with
the provisions of any such Hometown Plan. Each
Contractor or Subcontractor participating in an approved
plan is individually required to comply with its
obligations under the EEO clause and to make a good faith
effort to achieve each goal under the plan in each trade
in which it has employees. The overall good faith
performance by other Contractors or Subcontractors toward
a goal in an approved plan does not excuse any covered
Contractor's or Subcontractor's failure to take good
faith efforts to achieve the plan goals and timetables.
4. The Contractor shall implement the specific affirmative
action standards provided in Paragraphs 7a through p of
these specifications. The goals set forth in the
solicitation from which this contract resulted are
expressed as percentages of the total hours of employment
and training of minority and female utilization the
Contractor should reasonably be able to achieve in each
construction trade in which it has employees in the
covered area. Covered construction Contractors
performing construction work in a geographical area where
they do not have a Federal or federally -assisted
construction contract shall apply the minority and female
goals established for the geographical area where the
work is being performed. Goals are published
periodically in the Federal Register in notice form, and
such notices may be obtained from any OFCCP office or
from Federal procurement contracting officers. The
Contractor is expected to make substantially uniform
progress: in meeting its goals in each craft during the
period specified.
5. Neither the provisions of any collective bargaining
agreement nor the failure by a union with whom the
Contractor has a collective bargaining agreement to refer
either minorities or women shall excuse the Contractor's
obligations under these specifications, Executive Order
11246, as amended, or the regulations promulgated
pursuant thereto.
6. In order for the nonworking training hours of apprentices
and trainees to be counted in meeting the goals, such
apprentices and trainees must be employed by the
Contractor during the training period and the Contractor
70 - 29
-- 77
GENERAL PROVISIONS
RELATIONSfi=1ON 70 LEGAL RESPONSIBILITIES WALIC
must have made a commitment to employ the apprenticesand
trainees at the completion of their training, subject to
the availability of employment opportunities. Trainees
must be trained pursuant to training programs approved
by the U.S. Department of Labor.
7. The Contractor shall take specific affirmative actions
to ensure EEO. The evaluation of theContractor's
compliance with these specifications shall be based upon
its effort to achieve maximum results from its actions.
The Contractor shall document these efforts fully
and shall implement affirmative action steps at least as
extensive as the following:
(a)
(b)
(c)
Ensure and maintain in a working environment free
of harassment, intimidation, and coercion at all
sites, and in all facilities at which the
Contractor's employees are assigned to work.' The
Contractor, where possible, will assign two or more
women to each construction project. The Contractor
shall specifically ensure that all foramen,
superintendents, and other onsite supervisory
personnel are aware of and carry out the
Contractor's obligation to maintain such a working
environment, with specific attention to minority, or
female individuals working at such sites or in such
facilities.
Establish and maintain a current list of minority
and female recruitment sources, provide written
notification to minority and female recruitment
sources and to community organizations when the
Contractor or its unions have employment'
opportunities available, and maintain a record of
the organizations responses.
Maintain a current file of the names, addresses,, and
telephone numbers of each minority and f l.e off -
the -street applicant andminorityor female rtferral
from a union, a recruitment sources, or community `
organization and of what action was taken 'wit
respect to each such individual. If such individual
was sent to the union hiring hall for referral and
was not referred back to the Contractor by the union
or, if referred, not employed by the Contractor,
this shall be documented in the file with the reason
therefore along with whatever additional actions the
Contractor may have taken.
(d) Provide immediate written notification to the
Director when the union or unions with which the
Contractor has a collective bargaining agreement has
70 - 30
GENERAL PROVISIONS
SECTION 70 LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC
not referred to the Contractor a minority person or
woman sent by the Contractor, or when the Contractor
has other information that the union referral
process has impeded the Contractor's efforts to meet
its obligations.
(e) Develop on-the-job training opportunities and/or
participate in training programs for the areas which
expressly include minorities and women, including
upgrading programs and apprenticeship and trainee
programs relevant to the Contractor's employment
needs, especially those programs funded or approved
by the Department of Labor. The Contractor shall
provide notice of these programs to the sources
compiled under 7b above.
(f) Disseminate the Contractor's EEO policy by providing
notice of the policy to unions and training programs
and requesting their cooperation in assisting the
Contractor in meeting its EEO obligations; by
including it in any policy manualandcollective
bargaining agreement; by publicizing it in the
company newspaper, annual report, etc.; by specific
review of the policy with all management personnel
and with all minority and female employees at least
once a year; and by posting the company EEO policy
on bulletin boards accessible to all employees at
each location where construction work is performed.
(g) Review, at least annually, the company's EEO policy
and affirmative action obligations under these
specifications with all employees having any
responsibility for hiring, assignment, layoff,
termination, or other employment decisions including
specific review of these items with onsite
supervisory personnel such as superintendents,
generalforemen, etc., prior to the initiation of
construction work at any job site. A written
record shall be made and maintained identifying the
time and place of these meetings, persons attending,
subject matter discussed, and disposition of the
subject matter.
(h) Disseminate the Contractor's EEO policy externally
by including it in any advertising in the news
media, specifically including minority and female
news media, and providing written notification to
and discussing the Contractors and Subcontractors
with whom the Contractor does or anticipates doing
business.
(i) Direct its recruitment efforts, both oral and
written, to minority, female, and community
70 - 31
GMB"
�JQN 70..
organizations,
PEOy1SIONS
TO
PU
C
female
to
schools
with
-TIES
minority
and
(k)
(1)
(m)
(n)
students; and, to minority and female recruitment and
training organization serving the Contractor's
recruitment area and employment needs. Not later
than one month prior to the date for the acceptance
of applications for apprenticeship or other training
by any recruitment source, the Contractor shall send
written notification to organizations, such as the
above, describing the openings, screening
procedures, and tests to be used in the selection
process.
Encourage present minority and female employees to
recruit other minority persons and women and, where;
reasonable, provide after school, summer, and
vacation employment to minority and female youth
both on the site and in other areas of a
Contractor''s workforce.
validate all tests and other selection requirements
where there is an obligation to do so under 41 CPR
Part 60-3.
Conduct, at least annually, an inventory, and
evaluation, at least of all minority and favAle
personnel, for promotional opportunities and
encourage these employees to seek or to prepare for,
through appropriate training, etc., such
opportunities.
Ensure that seniority practices, job
classifications, work assignments, and other
personnel practices do not have a discriminatory
effect by continually monitoring all personnel and
employment related activities to ensure that the EEO
policy and the Contractor's obligations under these
specifications are being carried out.
Ensure that all facilities and company activities
are nonsegregated except that separate or single
user toilet and necessary changing facilities,sht11
be provided to assure privacy between the sexes.
Document and maintain a record of all solicitations
of offers for subcontracts from minority and female
construction contractors and suppliers, including
circulation of solicitations to minorty'and female
contractor associations and other business
associations.
(p) Conduct a review, at least annually, of all
supervisors adherence to and performance under the
Contractor's' EEO policies and affirmative action
70 - 32
GENERAL PROVISIONS
obligations.
8. Contractors are encouraged to participate in voluntary
associations which assist in.fulfilling one or more of
their affirmative action obligations (7a through p). The
efforts of a contractor association, joint contractor -
union, contractor -community, or other similar groups of
which the contractor is a member and participant, may be
asserted as fulfilling any one or more of its obligations
under 7a through ,p of these specifications provided that
the contractor actively participates in the group, makes
every effort to assure that the group has a positive
impact on the employment of minorities and women in the
industry, ensures that the concrete benefits of the
program are reflected in the contractor's minority and
female workforce participation, makes good faith effort
to meet its individual goals and timetables, and can
provide access to documentation which demonstrates the
effectiveness of actions taken on behalf of the
contractor. The obligation to comply, however, is the
contractor's and failure of such a group to fulfill an
obligation shall not be a defense for the contractor's
noncompliance.
9. A single goal for minorities and a separate single goal
for- women have been established. The Contractor,
however, is required to provide EEO and to take
affirmative action for all minority groups, both male and
female; and all women, both minority and nonminority.
Consequently, the contractor may be in violation of the
executive order if a particular group is employed in a
substantially disparate number (for example, even though
the contractor has achieved its goals for women
generally, the contractor may be in violation of the
executive order if a specific minority group of women is
underutilized).
10. The Contractor shall not use the goals and timetables or
affirmative action standards to discriminate against any
person because of race, color, religion, sex, or national
origin.
11. The Contractor shall not enter into any subcontract with
any person or firm debarred from Government contracts
pursuant to Executive Order 11246, as amended.
12. The Contractor shall carry out such sanctions and
penalties for violation of these specifications and of
the Equal Opportunity Clause, including suspension,
termination, and cancellation of existing subcontracts
as may be imposed or ordered pursuant to Executive Order
11246, as amended, and in its implementing regulations,
by the OFCCP. Any contractor who fails to carry out such
70 - 33
V.
GENERAL PROVISIONS
LEGAL RELATIONS SK=OH 70
D BZSPON91BILITIES O
sanctions and penalties shall be in violation of these
specifications and Executive Order 11246, as amended.
13. The contractor, in fulfilling its obligations under these
specifications, shall implement specific affirmative
action steps, at least as extensive as those standards
prescribed in Paragraph 7 of these specifications4o as
to achieve maximum results form its efforts to ensure
equal employment opportunity. If the contractor fails
to comply with the requirements of the executive order,
the implementing regulations, or these specifications,
the Director shall proceed in accordance with 41 CFR 60-
4.8.
14. The contractor shall designate a responsible official to
monitor all employment related activity to ensure that
the company EEO policy is being carried out, to submit
reports relating to the provisions hereof as may be
required by the Government, and to beep records. Records`
shall at leant include for each employee, the name,
address, telephone number, construction trade, union
affiliation if any, employee identification number when
assigned, social security number, race, sex, status
(e.g., mechanic, apprentice, trainee, helper, or
laborer), dates of changes in status, hours'worked, per
week in the indicated trade, rate of pay, and locations
at which the work was performed. Records li I be
maintained in an easily understandable and roti *V e
form; however, to the degree that existing records sAtisfy
this requirement, contractors shall not be required tO
maintain separate records.
15. Nothing herein provided shall be construed as a
limitation upon the application of other laws which
establish different standards of compliance or upon the
application of requirements for the hiring of local or
other area residents ('e.g, those under the Public Works
Employment Act of 1977 and the Community Development
Block Grant Program).
During the performance of this contract, the Contractor, for
itself, its assigns and successors in interest (hereinafter
referred to as the Contractor) agrees as follows*
1. Compljapgg With a2gglatigns. The Contractor shall comply
with the Regulations relative to nondiscrimination in
federally -assisted programs of the Department of
Transportation (hereinafter, DOT) Title 49, Code of
Federal Regulations, Part 21, as they may be amended from
70 - 34
GENERAL PROVISIONS
SECTION 70 LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC
time to time (hereafter, Regulations), which are herein
incorporated by reference and made a part of this
contract.
2. Nondiscrimination. The Contractor, with regard to the
work performed by it during the contract, shall not
discriminate on the grounds of race, color, or national
origin in the selection and retention, of Subcontractors,
including procurements of materials and retention of
Subcontractors, including procurements of materials and
leases of equipment. The Contractor shall not
participate either directly or indirectly in the
discrimination prohibited by Section 21.5 of the
Regulations including employment practices when the
contract covers a program set forth in Appendix B of the
Regulations.
3.
materials and Equipment. In all solicitations either by
competitive bidding or negotiation made by the Contractor
for work to be performed under a subcontract, including
procurements of materials or leases of equipment, each
potential subcontractor or supplier shall be notified by
the Contractor of the Contractor's obligations under this
contract and the Regulations relative to
nondiscrimination on the grounds of race, color, or
national origin.
4. Information and Reports. The Contractor shall provide
all information and reports required by the Regulations
or directives issued pursuant thereto, and shall permit
access to its books, records, accounts, other sources of
information, and its facilities as may be determined by
the sponsor of the Federal Aviation Administration to be
pertinent to ascertain compliance with such Regulations,
orders, and instructions. Where any information required
of a Contractor is in the exclusive possession of another
who fails or refuses to furnish this information the
Contractor shall so certify to the sponsor or the FAA as
appropriate, and shall set forth what efforts it has made
to obtain the information.
5. Sanctions for. Noncompliance. In the event of the
Contractor's noncompliance with the nondiscrimination
provisions of this contract, the sponsor shall impose
such contract sanctions as it or the Federal Aviation
Administration may determine to be appropriate,
including, but not limited to:
(a) Withholding of payments to the Contractor under the
contract until the Contractor complies, and/or;
(b) Cancellation, termination, or suspension of the
70 - 35
GENERAL PR
OVISIQXS
11=IQH 70 - LEGAL REIMIONS AND BESMSIBILITIES To gUBLIC
contract, in whole or in part.
6. IpgQrpgration of Provisions. The Contractor shall
include the provisions of Paragraphs 1 and 5 in every
,subcontract, including procurements of materials and
leases of equipment, unless exempt by the Regulati I ons or
directives issued pursuant thereto. The Contractor shall
take such action with respect to any subcontract or
procurement as the sponsor or the Federal Aviation
Administration may direct as a means of enforcing such
provisions including sanctions for- noncompliance.
Provided, however, that, in the event a Contractor
becomes involved in, or is threatened with, litigation
with a Subcontractor or supplier as a result of such
direction, the Contractor may request the spon
-soi to
enter into such litigation to protect the interest's Of
the sponsor and, in addition, the Contractor may request
the United States to enter into such litigation to
protect the interests of the United States.
7. Breach of Q2ntract TeMg - Sangtions. Any violation or
breach of the terms of this contract on the part of,the
Contractor/Subcontractor may result in the suspension or
termination of this contract or such other action 'which
may be necessary to enforce the rights of the, parties of
this agreement.
VI. STANDARQ BEQUIROMM FOR AIRPORT tMz&QMM=. NK
The following is required to be included in all federally -
assisted construction contracts.
1. &1p Proj2gt. The work in this contract is included in
AIP Project No. 3-36-0029-03-90 which is being undertaken
and accomplished by Town of Southold in accordance with
the terms and conditions of a grant agreement between the
Town of Southold, hereinafter referred to as the Sponsor,
and the United States, under the Airport and Airway
Improvement Act of 1982 (AAIA) (P.L. 97-248, 49 U.S.C.
2201 et seq) and Part 152 of the Federal Aviation
Regulations (FAR) (14 CFR Part 152), or its successor
regulation, pursuant to which the United Stateshas
agreed to pay a certain percentage of that Act. The
United States is not a party to this contract and no
reference in this contract to the FAA or any
representative thereof, or to any rights granted to the
FAA or any representative thereof, or the United States,
by the contract, makes the United States a party to this
contract.
2. Cons2at to Assignment. The Contractor shall obtain the
prior written consent of the sponsor to any proposed
70 - 36
GENERAL PROVISIONS
SECTION 70 LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC
assignment of any interest in or part of this contract.
3. Veteran's Preference. In the employment of labor (except
in executive, administrative, and supervisory positions),
preference shall be given to veterans of the Viet Nam era
and disabled veterans However, this preference may be
given only -where the individuals are available and
qualified to perform the work to which the employment
relates.
4. FAA Inspection UgI Review. The Contractor shall allow
any authorized representative of the FAA to inspect and
review any work or materials used in the performance of
this contract.
5. Inspection Records. The Contractor shall maintain an
acceptable cost accounting system. The Sponsor, the FAA,
and the Comptroller General of the United States shall
have access to any books, documents, papers, and records
of the Contractor which are directly pertinent to the
specific contact for the purpose of making audit,
examination, excerpts, and transcriptions. The
Contractor shall maintain all required records for three
years after the Sponsor makes final payment and all other
pending matters are closed.
6. Rights to Inventions - Materials. All rights to
inventions and materials generated under this contract
are subject. to regulations issued by the FAA and the
recipient of the Federal grant under which this contract
is executed.
7. Disadvantaged Business Enterprises. It is the policy of
the Department of Transportation that disadvantaged
business enterprises shall have the maximum opportunity
to participate in the performance of this contract.
The Contractor agrees to ensure that disadvantaged
business enterprises have the maximum opportunity
to participate in the performance of subcontracts.
In this regard the Contractor shall take all
necessary and reasonable steps in accordance with
49 CFR Part 23 to ensure that disadvantaged business
enterprises have the maximum opportunity to compete
for and perform subcontracts. Contractors shall not
discriminate on the basis of race, color, national
origin, or sex in the award and performance of this
contract.
VTI. CLEAN AIR AND WATER POLLUTION CONTROL REQUIREMENTS.
Contractors and Subcontractors agree for any Contract or
Subcontract exceeding $100,000.00:
70 - 37
GENERAL PROV16ION9
1. That any facility to be used in the performance of the
Contract or to benefit from the contract is not listed
on the Environmental Protection Agency (EPA) List of
Violating Facilities.
2. To comply with all the requirements of Section 114 of the
Clean Air Act and Section 308 of the Federal Water
Pollution Control Act and all regulations issued
thereunder.
3. That as a condition for award of a contract they will
notify the awarding official of the receipt of any
communication from the EPA indicating that a facility to
be utilized for performance of or benefit from the
contract is under consideration to be listed on the EPA
List of violating Facilities.
4. To include or cause to be included in any contract or
subcontract which exceeds $100,000.00 the aforementioned
criteria and requirements.
VIII. BODING/ INSURANCE.
The following clauses are to be included in all fedorally--
assisted construction contracts for bids and/o'r contracts in oxvoss
of $100,000.00.
1. The Contractor agrees to furnish a performancebond for'
104 percent of the contract price. This bond is one that
is executed in connection with a contract to secure
fulfillment of all Contractor's obligations under Such
contract.
2. The Contractor agrees to furnish a payment bond for 100
percent of the contract price. This bond is one that is
executed in connection with a contract to assure payment
as required by law of all, persons supplying labor and
materials in the execution of the work provided for in
the contract.
IX. R
Ol sadvantaged Business Enterprise Requirements (D81) are
licable'to each general aviation airport sponsor receiving grant
'funo in ;.excess of $250,000: each anon -hub airport sponsor
(iluding'commuters) receiving grant funds in excess of $400,000;
each large, medium, small hub airport sponsor receiving a grant in
4�xlc"Is of $500,00 .
Since the contract to be awarded under this advertised bid
fails into the above category, the bid is subject to the following
Ubt requirements:
70 - 38
GENERAL PROVISIONS
SECTION 70 - LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC
1. The successful bidder shall make a good faith effort to
use DBE Subcontractors and to replace a DBE Subcontractor
that is unable to perform successfully with another DBE
Subcontractor. There shall be no substitution of any
Subcontractors without the prior approval of the Sponsor
in order to ensure that the substitute firm is an
eligible DBE.
2. The bidder shall make good faith efforts, as defined in
Appendix A of 49 CFR Part 23, Regulations of the Office
of the Secretary of Transportation, to subcontract
ten (10) percent of the dollar value of the prime
contract to small business concerns owned and controlled
by socially and 'economically disadvantaged individuals
(DBE). In the event that the bidder for this
solicitation qualifies as a DBE, the contract goal shall
be deemed to have been met. Individuals who are
rebuttably presumed to be socially and economically
disadvantaged include women, Blacks, Hispanics, Native
Americans, Asian -Pacific Americans and Asian -Indian
Americans. The apparent successful competitor will be
required to submit information concerning the DBE's that
will participate in this contract. The information will
include the name and address of each DBE, a description
of the work to be performed by each named firm, -and the
dollar value of the contract. If the bidder fails to
achieve the contract goal stated herein, it will be
required to provide documentation demonstrating that it
made good faith efforts in attempting to do so. A bid
that fails to meet these requirements will be considered
nonresponsive.
3. The successful bidder shall establish and maintain
records and submit reports, as required, which will
identify and assess the efforts made to achieve DBE
subcontract goals and other DBE affirmative action
efforts.
FOREIGN TRADE RESTRICTIONS
X. CLAUSE TO BE INCLUDED IN ALL SOLICITATIONS, CONTRACTS, AND
SUBCONTRACTS. RESULTING FROM PROJECTS FUNDED UNDER THE AIP
A. The Contractor or Subcontractor, by submission of an
offer and/or execution of a contract, certifies that it:
1. is not owned or controlled by one or more citizens
or nationals of a foreign country included in the
list of countries that discriminate against U.S.
firms published by the Office of the United States
Trade Representative (USTR);
70 - 39
GMRAL PROVISIONS
7, ON
2. has not knowingly entered into any contract or
subcontract for this project with a Contractor that
is a citizen or national of a foreign country on
said list, or is owned or controlled directly or
indirectly by one or more citizens or nationals of
a foreign country on said list.
3. has not procured any product nor subcontracted for
the supply of any product for use on the project'
that is produced in a foreign country on said list.
Unless the restrictions of this clause are waived by the
Socretary of Transportation in accordance with 49 CFR 30.17, no
contract shall be awarded to a Contractor or Subcontractor whoias
unible to certify to the above. I'f the Contractor knowingly
procures or subcontracts for the supply of any product or service
of a, foreign country on the said list for use on the project, the
J'e_oral Aviation Administration may direct, through the sponsor,
cancellation of the contract at no cost to the Government.'
Further, the Contractor agrees that, if awarded a contract
resulting from this solicitation, it will incorporate this
provision for certification without modification in each contract
and in all lower tier subcontracts. The Contractor may rely upon
the certification of a prospective Subcontractor unless it has
knbwledge that the certification is erroneous.
The Contractor shall provide immediate written ,notice to the
eponsor if the Contractor learns that its certification or that of
a Subcontractor was erroneous when submitted or has borne
erroneous by reason of changed circumstances. The Subcontractor
agrees to provide immediate written notice to the Contractor,, if
Ott Any time it learns that its certification was erroneous by
reason of changed circumstances.
The certification is a material representation of fact upon
which reliance was placed when making the award. If it is later
determined that the Contractor or Subcontractor knowingly;renderetd
an erroneous certification, the Federal Aviation Administration may
dir*ct through the sponsor, cancellation of the contract or
subcontract for default at no cost to the Government.
Nothing contained in the foregoing shall be construed to
require establishment of a system of records in order to reader,
in add faith, the certification required by this provision. The
40* +odge and information of a Contractor is not required to exceed
that which is normally possessed by a prudent person in the
ordinary course of business dealings.
This certification concerns a matter within the jurisdiction
of an agency of the Untied Staten of America and the making of a
false, fictitious, or fraudulent certification may render the maker
subject to prosecution under Title 18, United States Code, Section
10,0 1.
70 - 40
■
GENERAL PROVISIONS
=CTION 70 - LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC
iECRETARY OF LABOR REQUIREMENTS
inimum Waaes.
(i) All laborers and mechanics employed or working upon the
site of the work will be paid unconditionally and not
less often than once a week, and without subsequent
deduction or rebate on any account (except such payroll
deductions as are permitted by regulations issued by the
Secretary of Labor under the Copeland Act, the full
amount of wages 'and bona fide fringe benefits (or cash
equivalents thereof;) due at time of payment computed at
rates not less than those contained in the wage
determination of the Secretary of Labor which is attached
hereto and made a part hereof, regardless of any
contractual relationship which may be alleged to exist
between the Contractor and such laborers and mechanics.
Contributions made or costs reasonably anticipated for
bona fide fringe benefits under Section 1(b)(2) of the
Davis -Bacon Act on behalf of laborers or mechanics are
considered wages paid to such laborers or mechanics,
subject to the provisions of Paragraph (a) (1) (iv) of this
section; also, regular contributions made or costs
incurred for more than a weekly period (but not less
often than quarterly) under plans, funds, or programs
which cover the particular weekly period are deemed to
be constructively made or incurred during such weekly
period. Such laborers and mechanics shall be paid the
appropriate wage rate and fringe benefits on the wage
determination for the classification of work actually
performed, without regard to skill, except as provided
in Subparagraph 5.5(a)(4). Laborers or mechanics
performing work in more than one classification may be
compensated at the rate specified for each classification
for the time actually worked therein: provided, that the
employers payroll records accurately set forth the time
spent -in each classification in which work is performed.
The wage determination (including any additional
classification and wage rates conformed under Paragraph
(a)(1)(ii) of this section) and the Davis -Bacon poster
(WH -1321) shall be posted at all times by the Contractor
and it Subcontractors at the site of the work in a
prominent and accessible place where it can be easily
seen by the workers.
(ii) (A) The contracting officer shall require that any class
of laborers or mechanics, including helpers, which
is not listed in the wage determination and which
is to be employed under the contract shall be
classified in conformance with the wage
determination. The contracting officer shall
approve an additional classification and wage rate
and fringe benefits therefore only when the
70 - 41
LgPia +m 'moi iZ_
following criteria have been met:
(1) Except with respect to helpers as defined in
29 CFR 5.2(n)(4), the work to be performed by
the classification requested is not performed
by a classification in the wage determination;
and
(2) The classification is utilized in the area by
the construction industry; and
(3) The proposed wage rate, including any bona f ide
fringe benefits, bears a reasonable
relationship to the wage rates contained in the
wage determination; and
(4) With respect to helpers as defined in 29 CP
5.2 (n) (4) , such a classification prevails in
the area in which the work is performed.``
(B) If the Contractor and the laborers and mechanics to
be employed in the classification (if known):, or
their representatives, and the contracting officer
agree on the classification and wage rate (inoing
the amount designated for fringe benefits where
appropriate) , a report of the action taken sh ll be
sent by the contracting officer to the AdMinistr ator
of the Wage and Hour Division, Employmentto "i4s
Administration, U.S. Department of Labor,
Washington, D.C. 20210. The Administrator, or an
authorized representative, will approve, modify, or
disapprove every additional classification action
within 30 days of receipt and so advise the
contracting officer or will notify the contracting
officer within the 30 -day period that additional
time is necessary.
(C) In the event the Contractor,- the laborers or
mechanics to be, employed in the classification or
their representatives, and the contracting officer
do not agree on the proposed classification and.wage
rate (including the amount designated for fringe,
benefits, where appropriate), the contracting
officer shall refer the questions, including the
views of all interested parties and the
recommendation of the contracting officer, to the
Administrator for determination.The Administrator,
or an authorized representative, will issue a
determination within 30 days of receipt and so
.advise the contracting officer or will notify the
contracting officer within the 30 -day period that
additional time is necessary.
70 - 42
GENERAL PROVISIONS
SECTION 70 - LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC
(D) The wage rate (including fringe benefits where
appropriate) determined pursuant to Subparagraphs
(1) (B) or (C) of this Paragraph shall be paid to all
workers performing work in the classification under
this contract from the first day on which work is
performed in the classification.
Whenever the minimum wage rate prescribed in the
contract for a class of laborers or mechanics
includes a fringe benefit which is not expressed as
an hourly rate, the Contractor shall either pay the
benefit as stated in the wage determination or shall
pay another bona fide fringe benefit or an hourly
cash equivalent thereof.
(iv) If the Contractor does not make payments to a trustee or
other third person, the contractor may consider as part
of the wages of any laborer or mechanic the amount of any
costs reasonably anticipated in providing bona fide
fringe benefits under a plan or program, provided, that
the Secretary of Labor has found, upon the written
request of the contractor, that the applicable standards
of the Davis -Bacon Act have been met. The Secretary of
Labor may require the contractor to set aside in a
separate account assets for the meeting of obligations
under the plan or program.
B.(2) Withholding.
The Federal Aviation Administration shall upon its own action
or upon written request of an authorized representative of the
Department of Labor withhold or cause to be withheld from the
Contractor under this contract or any other Federal contract
with the same prime contractor, or any other federally -
assisted contract subject to Davis -Bacon prevailing wage
requirements, which is held by the same prime contractor, so
much of the accrued payments or advances as may be considered
necessary topay laborers and mechanics, including
apprentices, trainees, and helpers employed by the contractor
or any subcontractor for the full amount of wages required by
the contracts. In the event of failure to pay any laborer or
mechanic, including any apprentice, trainee, or helper,
employed or working on the site of the work all or part of the
wages required by the contract, the Federal Aviation
Administration may, after written notice to the contractor,
sponsor, applicant, or owner, take such action as may be
necessary to cause the suspension of any further payment,
advance, or guarantee of funds until such violations have
ceased.
70 - 43
(i) Payrolls and basic records relating thereto shall be
maintained by the contractor, during the 'course of the
work and preserved for a period of three years thereafter
for all laborers and mechanics working at the site of the
work. Such records shall contain the name, address, and
social security number of each such worker, his or her
correct classification, hourly rates of wades paid
( including rates of contributions or costs anticipated
for bona fide fringe benefits or cash equivalents thereof
of the types described in Section 1(b)(2)(B) of the
Davis -Bacon Act), daily and weekly number of hours
worked, deductions made and actual wages paid. Whenever
the Secretary of Labor has found under 29 CFR
5.5(a)(1)(iv) that the wages of any laborer or mechanic
include the amount of any costs reasonably anticipated
in providing benefits under a plan or program described
in Section 1(b)(2)(CB) of the Davis -Bacon Act, the
contractor shall maintain records which show that the
commitment to provide such benefits is enforceable,; that
the plan or program is financially responsible, and that
the plan or program has been communicated in writing to
the laborers or mechanics affected, and records which
show the costs anticipated or the actual cost incprred
in providing- such benefits Contractors"Ploying
apprentices or trainees under approved programsshall
maintain written evidence of the registration of,
apprenticeship programs and certification of traixu
programs, the registration of the apprentices and
trainees, and the ratios and wage rates prescribed in the
applicable programs.
(ii) (A) The Contractor shall submit weekly for each week in
which any contract work is performed a copy of ail
payrolls to the Sponsor. The payrolls submitted
shall be set out accurately and completely all of
the information required to be maintained under
Subparagraph 5.5(a)(3)(i) of Regulations 29 CFR
Part 5 This information may be submitted in any
form desired. Optional Form WH -347 is available for
this purpose and may be purchased from the
Superintendent of Documents (Federal Stock No 0110-
005-00014-1, U.S. Government Printing Office,
Washington, D.C. 20402. The prime contractor is
responsible for the submission of copies of payrolls
by all subcontractors.
(B) The payrolls submitted shall be accompanied by a
"Statement of Compliance" signed by the Contractor
or Subcontractor or his or her agent who pays or
supervises the payment of the persons employed under
the contract and shall certify the following;
70 - 44
GENERAL PROVISIONS
SECTION 70 - LEGIONS AND RESPONSIBILITIES TO PUBLIC
(1) That the payroll for the payroll period
contains the information required to be
maintained under Subparagraph 5.5(2)(3)(i) of
Regulations, 29 CFR Part 5 and that such
information is correct and complete;
(2) That each laborer or mechanic (including each
helper, apprentice, and trainee) employed on
the contract during the payroll period has been
paid the full weekly wages earned, without
rebate, either directly or indirectly, and that
no deductions have been made either directly
or indirectly from the full wages earned, other
than permissible deductions as set forth in
Regulations, 29 CFR Part 3;
( 3 ) That each laborer or mechanic has been paid not
less than the applicable wage rates and fringe
benefits or case equivalents for the
classification of work performed, as specified
in the applicable wage determination.
(ii) (C) The weekly submission of a properly executed
certification set forth on the reverse side of
Optional Form WH -347 shall satisfy the requirement
for submission of the "Statement of Compliance"
required by Paragraph (a) (3) (ii) (B) of this section.
(ii) (D) The falsification of any of the above certifications
may subject the contractor or subcontractor to civil
or criminal prosecution under Section 1001 of the
United States Code.
The contractor or subcontractor shall make the
records required under Paragraph (a)(3)(i) of this
section available for inspection, copying or
transcription by authorized representatives of the
Department of Transportation, Federal Aviation
Administration, or the Department of Labor, and
shall permit such representatives to interview
employees during working hours on the job. If the
contractor or subcontractor fails to submit the
required records or to make them available, the
Federal Aviation Administration may, after written
notice to the contractor, sponsor, or owner, take
such action as may be necessary to cause the
suspension of any further payment, advance, or
guarantee of funds. Furthermore, failure to submit
the required records upon request or to make such
records available may be grounds for debarment
action pursuant to 29 CFR 5.12.
70 - 45
gs ✓ .—:a: -,z ..v��«+�...: � .,}, ^q�q� .m..-m;re �-,� -fv ,._ —. : _ -.,. �.-...+F'—^ar �- � _ - _
C„ GENERAL PROV- IONS
T19N 70 LEGAL HAWJONS AND MPONSIBILITIES TO PUBLIC
B.'(4) Apprentices, Traineeg and Helpers.
(i) Apprentices will be permitted to work at less than the
predetermined rate for the work they perform when they
are employed pursuant to and individually registered in
a bona fide apprenticeship program registered' with the
U.S. Department of Labor, Employment and Training
Administration, Bureau of Apprenticeship and Training,
or with a State Apprenticeship Agency recognized by the
Bureau, or if a person is employed in his or her first
90 days of probationary employment as an apprentice in
such an apprenticeship program, who is not individually
registered in the program, but who has been certifil by
the Bureau of Apprenticeship and Training or a State
Apprenticeship Agency (where appropriate) to be eligible
for probationary employment as an apprentice. The
allowable ratio of apprentices to journeymen on the job
site in any craft classification shall not be greater
than the ratio permitted to the contractor as to the
entire work force under the registered program. Any
worker listed on a payroll at an apprentice wage rate-,
who is not registered or otherwise employed as- stated
above, shall be paid not Tess than the applicable wage
rate on the wage determination for the classification of
work actually performed. In addition, any apprentice
performing work -on the job site . in excess ' of t� ratio
permitted under the registered program shall be paid not
less than the applicable ;wage rate on the``wagIe
determination for the work actually performed. er* a<
contractor is performing construction on a project,in a
locality other than that in which its progras is
registered, the ratios and wage rates (expressed in
percentages of the journeyman's hourly rate) specified
in the contractor's or subcontractor's registered program
shall be observed. Every apprentice must be paid at not
less than the rate specified in the registered program
for the apprentice's= level of progress, expressed as a
percentage of the journeymen hourly rate specified in the
applicable wage determination.
Apprentices shall be paid fringe benefits in accordance
with the provisions of the apprenticeship program. If
the apprenticeship program does not specify fringe
benefits, apprentices must be paid the full :amount of
fringe benefits listed ont he wage determination for
applicable classification. If the Administrator
determines that a different practice prevails for the
applicable apprentice classification, fringes shall be
paid in accordance with that determination.
In the event the Bureau of Apprenticeship and Training
or a State Apprenticeship Agency recognized by the
Bureau, withdraws approval, the contractor will no longer
70 - 46
GENERAL PROVISIONS
SECTION 70 - LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC
be permitted to utilize apprentices at less than the
applicable predetermined rate for the work performed
until an acceptable program is approved.
(ii) Trainees, except as provided in 29 CFR 5.16, will not be
permitted to work at less than the predetermined rate for
the work performed unless,they are employed pursuant to
and individually registered in a program which has
received prior` approval, evidenced by formal
certification by the U.S. Department of Labor, Employment
and Training Administration. The ratio of trainees to
journeymen on the job site shall not be greater than
permitted under the plan approved by the Employment and
Training Administration. Every trainee must be paid at
not less than the rate specified in the approved program
for the trainee's level of progress, expressed as a
percentage of the, journeyman hourly rate specified in the
applicable wage determination. Trainees shall be paid
fringe benefits in accordance with the provisions of the
trainee program. If the trainee program does not mention
fringe benefits, trainees shall be paid the full amount
of fringe benefits listed on the wage determination
unless the Administrator of the Wage and Hour Division
determines that there is an apprenticeship program
associated with the corresponding journeyman wage rate
on the wage determination which provides for less than
full fringe benefits for apprentices. Any employee
listed on the payroll at a trainee rate who is not
registered and participating in a training plan approved
by the Employment and Training Administration shall be
paid not less than the applicable wage rate on the wage
determination for the classification of work actually
performed. In addition, any trainee performing work on
the job site in excess of the ratio permitted under the
registered program shall be paid not less than the
applicable wage rate on the wage determination for the
work actually performed. In the event the Employment and
Training Administration withdraws approval of a training
program, the contractor will no longer be permitted to
utilize trainees at less than the applicable
predetermined rate for the work performed until an
acceptable program is approved.
(iii) Equal employment opportunity. The utilization of
apprentices, trainees and journeymen under this part
shall be in conformity with the equal employment
opportunity requirements of Executive Order 11246,
as amended, and 29 CFR Part 30.
(iv) Helpers. Helpers will be permitted to work on a project
if the helper classification is specified on an
applicable wage determination or is approved pursuant to
the conformance procedure set forth in Subparagraph
70 - 47
GENERAL PROVTSIf)NS
0 -LMJA REL&TIQNS
5.5(a) (1) (ii) . The allowable ratio of helpers to
journeymen employed by the contractor or subcontractor
on the jab site shall not be greater than two helpers for
every three journeymen (in other words, not more than 40
percent of the total number of journeymen and helms in
each contractor's or in each subcontractor's own work
force employed on the job site) Any worker listed'on
a payroll at a helper wage rate, who is not a helper as
defined in 29 CFR 5.2 (n) (4) , shall be. paid not less than
the applicable wage rate on the wage determination for
classification of work actually performed. 1n addition,
any helper performing work on the job site in ei�se of
the ratio permitted shall be paid not less than the
applicable journeyman's (or laborer's, where appropriate)
wage rate on the wage determination for the work actually
performed.
R,(5) Compliance with Copeland Act Requirements. The
contractor shall comply with the requirements of 29 CPR`
Part 3, which are incorporated by reference in this
contract.
B.(6) Subcontracts. The contractor or subcontractor shall
-insert in any subcontracts the clauses contained in 29
CFR 5.5(a)(1) ; through (10) and such other cl aua Vis. the
Federal Aviation Administration may by a V;I rW" to
instructions require, and also a clause requir*�4t3
subcontractors to include these clauses in any lower, 'tlir
subcontracts. The prime contractor shall be ro naitrl
for the compliance by any subcontractor or lower, tier
subcontractor with all the contract clauses in 29 CFR'
5.5.
B.(7) Contract Termination: Debarment. A breach of the
contract clausesin 29 CPR 5.5 may be grounds for
termination of the contract, and for debarment as a
contractor and a subcontractor as provided in 29 CFR
5.12.
B. (8) Compliance with Davis -Bacon and Related Act Requirements
All rulings and interpretations of the Davis-9acon and
related acts contained in 29 CFR Parts 1, 3, and 5 are
herein incorporated by reference in this contract.
8.(9) Disputes Concerning Labor Standards. Disputes arising
out of the labor: standards provisions of this contract
shall not be subject to the general disputes clause of
this contract. Such disputes shall be resolved in
accordance with the procedures of the Department of Labor
set forth in 29 CFR Parts 5,6, and 7. Disputes within
the meaning of this clause include disputes between the
contractor (or any of its subcontractors) and the
contracting agency, the U.S. Department of Labor, or the
70 - 48
GENERAL
PROVISIONS
SECTION 70 LEGAL RELATIONS
AND
RESPONSIBILITIES
TO PUBLIC
employees or their representatives.
B.(10)Certification of Eligibility.
(i) By entering into this contract, the contractor certifies
that neither it (nor he or she) nor any person or firm
who has an interest in the contractor's firm is a person
or firm ineligible to be awarded Government contracts by
virtue of Section 3(a) of the Davis -Bacon Act of 29 CFR
5.12(A)(1).
(ii) No part of this contract shall be subcontracted to any
person or firm ineligible for award of a Government
contract by virtue of Section 3 (a) of the Davis -Bacon Act
or 29 CFR 5.12(a)(1)
The penalty for making false statements is
prescribed in the U.S. Criminal Code, 18 U.S.C.
1001.
SEE CERTIFICATION IN THE BID SECTION
C.(1) Contract Work Hours and Safety Standards Act.
(i) Overtime Requirements. No contractor or subcontractor
contracting' for any part of -the contract work which may
require or involve the employment of laborers or
mechanics shall require or permit any such laborer or
mechanic in any workweek in which he or she is employed
on such work to work in excess of forty hours in such
workweek unless such laborer or mechanic receives
compensation at a rate not less than one and one-half
times the basic rate of pay for all hours worked in
excess of forty hours in such workweek.
(ii) Violation; liability for unpaid wages; liquidated
damages. In the event of any violation of the clause set
forth in Subparagraph (i) of this clause, the contractor
and any subcontractor responsible therefore shall be
liable for the unpaid wages. In addition, such
contractor and subcontractor shall be liable to the
United States (in the case of work done under contract
for the District of Columbia or a territory, to such
District or to such territory) for liquidated damages.
Such liquidated damages shall be computed with respect
to each individual laborer or mechanic, including
watchmen and guards, employed in violation of the clause
set forth in Subparagraph (i) of this paragraph, in the
sum of $10 for each calendar day for which such
individual was required or permitted to work in excess
of the standard workweek of forty hours without payment
of the overtime wages required by the clause set forth
in Subparagraph (i) of this clause.
70 - 49
70 - 50
written request of an authorized representative -of
the Department of Labor withhold or cause to be
withheld, from any moneys payable on account of work
performed by the contractor or subcontractor Under
any such contract or any other Federal contract with
; rally--
the same prune contractor, or any other federally -
assisted
assisted contract subject to the Contract Work yrs
and Safety Standards Act, which is held by t aaaase
prime contractor, such sums as may be determin*4 to
be necessary to satisfy any liabilitiesof such
contractor or subcontractor for unpaid wages and
liquidated damages as provided in the clause stet
forth in Subparagraph (ii) of this paragraph.
(iv)
Subcontracts. The contractor or subcontractor shall
insert in any subcontracts the clauses set forth in
Subparagraph (i) through (iv) of this paragraph and also
a clause requiring the subcontractors to include those
clauses in any lower tier subcontracts. The prime
contractor shall be responsible for compliance by any
subcontractor or lower tier subcontractor with the
clauses set ' forth in Subparagraphs (i) through (iv) of
this paragraph.
C. (2)
g=trActrk AUbject Only to Cgntract -Work
Standards Act.
(i)
The contractor or subcontractor shall maintain payrolls
and basic payroll' records during the course of` than work
and shall preserve them for a period of three ,years from
the completion of the contract for all laborers and
mechanics, including guards and watchmen, working on the
contract. Such records shall contain the name and
address of each such employee, social security number,
correct classifications, hourly rates of. wages paid,
daily and weekly number of hours worked, deductions made,
and actual wages paid.
(if)
The records to be maintained under Paragraph (i) above
shall be made available by the contractor, or
subcontractor for inspection, copying, or transcription.
by authorized representatives of the Department of
Transportation, Federal Aviation Administration and the
Department of Labor, and the contractor or subcontractor
will permit such representatives to interview employees
during working hours on the job.
HUniciRAl Law and _State '
operator agrees to comply with the provisions of General
Municipal
Law Sections 103a and 103b and State Finance Law, Section'
70 - 50
GENERAL PROVISIONS
SECTION 70 - LEGAL RELATIONS AND RESPONSIBILITIES TO PUBLIC
139b as enacted by Chapter 605 of the Laws of 1959, effective July
1, 1959, viz:
General Municipal Law. Section 103a
"Ground for cancellation of Contract by Municipal Corporation.
A clause shall be inserted in all Specifications or Contracts
hereafter made or awarded by a Municipal Corporation or any public
department, agency or official thereof, for work or services
performed or to be performed, or goods sold or to be sold, to
provide that upon the refusal of a person when called before a
grand jury to testify concerning any transaction or Contract had
with the State, any political subdivision thereof, a public
authority or with any public department, agency or official of the
State or of any political subdivision thereof or of a public
authority to sign a waiver of immunity against subsequent criminal
prosecution or to answer any relevant questions concerning such
transactions or Contract.
(a) Such person, and any firm, partnership or corporation of
which he is a member, partner, director or officer shall
be qualified from thereafter selling to or submitting
bids to or receiving awards from or entering into
Contracts with any municipal corporation or any public
department, agency or official thereof, for goods, work
or services, for a period of five (5) years after such
refusal, and to provide also that
(b) Any or all Contracts made with any municipal corporation
or any public department, agency or official thereof,
since the effective date of this law by such person, and
by any firm, partnership or corporation of which he is
a member, partner, director or officer may be cancelled
or terminated by the municipal corporation 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."
General Municipal Law, Section 103b
"Disqualification to Contract with municipal corporation. Any
person who, when called before a grand'jury'to testify concerning
any transaction or Contract had with the State, any political
subdivision thereof, a public authority, or with a public depart-
ment, agency or official of the State or of any public subdivision
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, and any
firm, partnership or corporation of which he is a member, partner,
director or officer shall be disqualified from thereafter selling
to or submitting bids to or receiving awards from or entering into
any Contracts with any municipal corporation or with any public
70 - 51
services, for a period of five (5) years after such refusal."
StatS finance Law. Section 139-b
"Disqualification to Contract with state. Any person who when
call ,More a grand jury to testify concerning any transaction
or Contract had with th3 State, any political subdivision thereof,
a clic authority or with a public department, agency or official-
of
fficialof the State or any political subdivision thereof, or <a Ipublic
authority, refuse to sign a waiver of immunity against subsiolro t
criminal prosecution or to answer any relevant questions co oe9 ni
such transaction or Contract and any firm, partneri
corporation of which he is a member, partner, director or nffics'r
shall be disqualified from thereafter selling or submitting ; ai.,
to car receiving awards from or entering into any Contracts with
State or any public department, agency or official thereof, for
goods,; work or services, for a`period of five (5) years after such
refusal."
"Provisions of Section 103a and 103b of the General Municipal
Law and Section 139b of the State Finance Law as enacted by Chapter
605 of the Laws of 1959 as hereinafter set forth are hereby made
a part of these Specifications and any Contract entered .into
pursuant thereto. It is expressly understood and agreed that any
bidder who has violated the provisions of the aforesaid Laws is by
refusal to testify or sign a waiver of immunity or otherwise is'
disqualified for bidding on these Specifications within thus time
limited by such sections or by either thereof'. It is further
understood and agreed that upon the Contractor's failure to testify
before a grand jury or otherwise sign a waiver of immunity or
answer relevant questions or otherwise as therein provided he shall
be subject to the disqualifications, cancellations, terminations
or other penalties or provisions therein provided in said sections
above referred to and hereafter set forth in full and,each and
every provision of such sections is and are hereby specifically
referred to and made part of this Contract."
70-•24., new York State Participation.
This Contract is subject to the approval of the New York state
Commissioner of Transportation and the New York State Comptroller.
GENERAL PROVISIONS
SECTION 80 - PROSECUTION AND PROGRESS
80-01. Subletting of Contract.
The Owner will not recognize any Subcontractor on the work.
The Contractor shall at all times when work is in progress be
represented either in person by a qualified superintendent or by
other designated, qualified representative who is duly authorized
to receive and execute orders of the Engineer.
Should the Contractor elect to assign his Contract, said
assignment shall be concurred in by.the Surety, shall be presented
for the consideration and approval of the Owner, and shall be
consummated only on the written approval of the Owner. In case of
approval, the Contractor shall file copies of all Subcontracts with
the Engineer.
80-02. Notice To Proceed.
The Notice To Proceed shall state the date on which it is
expected the Contractor will begin the construction and from which
date Contract Time will be charged. The Contractor shall begin the
work to be performed under the Contract within ten (10) days of the
date set by the Engineer in the written Notice To Proceed but, in
any event, the Contractor shall notify the Engineer at least
twenty-four (24) hours in advance of the time actual construction
operations will begin.
80-03. Prosecution and Progress.
Unless otherwise specified, the Contractor shall submit his
progress schedule for the Engineer's approval within ten (10) days
after the effective date of the Notice To Proceed. The
Contractor's progress schedule, when approved by the Engineer, may
be used to establish major construction operations and to check on
the progress of the work. The Contractor shall provide sufficient
materials, equipment, and labor to guarantee the completion of the
project in accordance with the Plans and Specifications within the
time set forth in the proposal.
If the Contractor falls significantly behind the submitted
schedule, the Contractor shall, upon the Engineer's request, submit
a revised schedule for completion of the work within the Contract
time and modify his operations to provide such additional
materials, equipment, and labor necessary to meet the revised
schedule. Should the prosecution of the work be discontinued for
any reason, the Contractor shall notify the Engineer at least
twenty-four (24) hours in advance of resuming operations.
80-1
GENERAL PROVISIONS
SECTION 80 - PROSECUTION AND PROGRESS
The Contractor shall not commence any actualconstruction
prior to the date on 'which the Notice To Proceed is I issued by the
Owner.
80=24, Limitation of Operations.
The Contractor shall control his operations and the operations
of his Subcontractors and all suppliers so as to provide for the
free and unobstructed movement of aircraft in the Air operations
Armes (AOA) of the Airport.
When the work requires the Contractor to conduct his
operations within an AOA of the Airport, the work shall be
cioordinated with Airport Management (through the Engineer) at least
rorty eight (48) hours prior to commencement of such work. The
Contractor shall not close an AOA until so authorized, by the
Engineer and until the necessary temporary marking and arssociated
lighting is in place as provided in the subsection titled
warning Signs, And Hazard Markings of Section 70.
When the Contract work requires the Contractor to work within
A0A. of the Airport on an intermittent basis (intermittent
inning and closing of the AOA), the Contractor shall moi .in
ftstant communications as hereinafter specified; immediately, obey
I instructions to vacate the AOA; immediately obey all
atruotions to resume work in such A0A. Failure to maintain the''
!kcified communications or to obey instructions shall be causetor
!�j:nsion of the Contractor's operations in the AOA until the
tisfactory conditions are provided. The following AOA (AOA)
not be closed to operating aircraft to permit the contractor's
arations on a continuous basis and will therefore be closed to
reraft operations intermittently as follows:
TIME PERIODS TYPE OF COMMUNICATIONS
AOA CAN BE REQUIRED WHEN WORKING CONTROL
CLOS_EQ IN AOA AITTBORITY
See General Provisions Section 80-12,
Specific Airport Operating Requirements.
The, Contractor shall not commence new work that would be pre-
judicial to work already started.
80-2
GENERAL PROVISIONS
SECTION 80 - PROSECUTION AND PROGRESS
80-05. Character of Workers, Methods, and Equipment.
The Contractor shall,: at all times, employ sufficient labor
and equipment for prosecuting the work to full completion in the
manner and time required by the Contract, Plans, and Specifica-
tions.
All workers shall have sufficient skill and experience to
perform properly the work assigned to them. Workers engaged in
special work or skilled work shall have sufficient experience in
such work and in the operation of the equipment required to perform
the work satisfactorily.
Any person employed by the Contractor or by any Subcontractor
who, in the opinion of the Engineer, does not perform his work in
a proper and skillful manner or is intemperate or disorderly shall,
at the written request of the Engineer, be removed forthwith by the
Contractor or Subcontractor employing such person, and shall not
be employed again in any portion of the work without the approval
of the Engineer.
Should the Contractor fail to remove such person or persons
or fail to furnish suitable and sufficient personnel for the proper
prosecution of the work, the Engineer may suspend the work by
written notice until compliance with such orders.
All equipment which is proposed to be used on the work shall
be of sufficient size and in such mechanical condition as to meet
requirements of the work and to produce a satisfactory quality of
work. Equipment used on any portion of the work shall be such that
no injury to previously completed work, adjacent property, or
existing airport facilities will result from its use.
When the methods and equipment to be used by the Contractor
in accomplishing the work are not prescribed in the Contract, the
Contractor is free to use any methods or equipment that will
accomplish the work in conformity with the requirements of the
Contract, Plans, and Specifications..
When the Contract specifies the use of certain methods and
equipment, such methods and equipment shall be used unless others
are authorized by the Engineer. If the Contractor desires to use
a method or type of equipment other than specified in the Contract,
he may request authority from the Engineer to do so. The request
shall be in writing and shall include a full description of the
methods and equipment proposed and of the reasons for desiring to
make the change. If approval is given, it will be on the condition
80-3
••WAVI ILA
that the Contractor will be fully responsible for producing work
in conformity with Contract requirements. If, after trial use of
the substituted methods or equipment, the Engineer determines that
the work produced does not meet Contract requirements, the
Contractor shall discontinue the use of the substitute method or
equipment and shall complete the remaining work with the specified
methods and equipment. The Contractor shall remove any deficient
work and replace it with work of specified quality or take such
other corrective action as the Engineer may direct. No change will
be, made in basis of payment for the Contract Items involved nor in
Contract Time as a result of authorizing a change in methods or
equipment under this Subsection.
iQ-06.:, Temporary Susoension of the work.
The Engineer shall have the authority to suspendthe work
wholly, or in part, for such period or periods as he may deem
necessary, due :to unsuitable weather, or such other conditions as
are considered unfavorable for the prosecution of the work, or'for
such time as is necessary due to the failure on the part of the
Contractor to carry out orders given or perform any or all
provisions of the Contract.
In the event that the Contractor is ordered by the Engineer,
in writing, to suspend work for some unforeseen cause not otherwise
provided for in the Contract and over which the Contractor has no
control, the Contractor may be reimbursed for actual money ended
on the work during the period of shutdown. No allowance will be
made for anticipated profits. The period of shutdown shall be
computed from the: effective date of the Engineer's order to suspend
work to the effective date of the Engineer's order to resume the
work. Claims for such compensation shall be filed with the
Engineer within the time period stated in the Engineer's order to
resin work. The Contractor shall submit with his claim'
information substantiating the amount shown on the claim. The
Engineer will forward the Contractor's claim to the Owner for
consideration in accordance with local laws or ordinances. No
provision of this article shall be construed as entitling the
Contractor to compensation for delays due to inclement weather,
for suspensions made at the request of the Contractor, or for any
other delay provided for in the Contract, Plans, or Specifications.
If it should become necessary to suspend work for an in-
definite period, the Contractor shall store all materials in such
manner that they will not become an obstruction nor become damaged
in any way. He shall take every precaution to prevent damage or
deterioration of the work performed and provide for normal drainage
80-4
GENERAL PROVISIONS
ECTION $0 PROSECUTION AND PROGRESS
of the work. The Contractor shall erect temporary structures,
where necessary, to provide for traffic on, to, or from the
Airport.
80-07. Determination and Extension of Contract Time.
The number of calendar or working days allowed for completion
of the work shall be stated in the proposal and Contract and shall
be known as the Contract Time.
Should the Contract time require extension for reasons beyond
the Contractor's control, it shall be adjusted as follows:
(a) Contract Time based on Working Days shall be calculated
weekly by the Engineer. The Engineer will furnish the
Contractor a copy of his weekly statement of the number
of working days charged against the Contract Time during
the week and the number of working days currently speci-
fied for completion of the Contract (the original
Contract Time plus the number of working days, if any,
that have been included in approved Change Orders or
Supplemental Agreements covering Extra Work).
The Engineer shall base his weekly statement of Contract
time charged on the following considerations:
(1) No time shall be charged for days on which the
Contractor is unable to proceed with the principal
item of work under construction at the time for at
least six (6) hours with the normal work force
employed on such principal item. Should the normal
work force be on a double -shift, twelve (12) hours
shall be used. Should the normal work force be on
a triple -shift, eighteen (18) hours shall apply.
Conditions beyond the Contractor's control such as
strikes, lockouts, unusual delays in transportation,
temporary suspension of the principal item of work
under construction or temporary suspension of the
entire work which have been ordered by the Engineer
for reasons not the fault of the Contractor, shall
not be charged against the Contract Time.
(2) The Engineer will not make charges against the
Contract Time prior to the effective date of the
Notice To Proceed.
80-5
(3) The Engineer will begin charges against the Contract
Time on the first working day after the effective
date of the Notice To Proceed.
(4) The Engineer will not make charges against the
Contract Time after the date of finalacceptance as
defined in the subsection titled Final Acceptance
of Section 50.
(5) The Contractor will be allowed one (1) week in which
to file a written protest setting forth his
objections to the Engineer's weekly statement. If
no objection is filed within such specified time,
the weekly statement shall be considered as accept-
able to the Contractor.
The Contract Time (stated in the proposal), is based on
the originally estimated quantities as described in the
subsection titled Interpretation of Estimated' Proposal
Quantities of Section 20. Should the satisfactory
completion of the Contract require performance of work
in, greater quantities than those estimated in the pro-
posal, the Contract time shall be increased in the some
proportion as the cost of the actually completed quanti-
ties bears to the cost of the originally estimated
quantities in the proposal. Such increase in Contract
Time shall not consider either the cost of work or the
extension of Contract Time that has been covered by
Change Order or Supplemental Agreement and shall be made
at the time of final payment.
(b) Contract Time based on Calendar Days shall consist of the
number of calendar days stated in the Contract counting
from the effective date of the Notice To Proceed and
including all Saturdays, Sundays, holidays, and ratan-wark
days. All calendar days elapsing between effective dates
of the Engineer's orders to suspend and resume all work,
due to causes not the fault of the Contractor, shall be
excluded.
At the time of final payment, the Contract Time shall be
increased in the same proportion as the cost of the
actually completed quantities bears to the cost of the
originally estimated quantities in the proposal. Such
increase in the Contract Time shall not consider either
the cost of work or the extension of; Contract Time that
has been covered by a Change Order or Supplemental
80-6
GENERAL PROVISIONS
SECTION 80 - PROSECUTION AND PROGRESS
Agreement. Charges against the Contract Time will cease
as of the date of final acceptance.
(c) When the Contract Time is a specified completion date,
it shall be the date on which all Contract work shall be
substantially completed.
If the Contractor finds it impossible for reasons beyond his
control to complete the work within the Contract Time as specified,
or as extended in accordance with the provisions of this
subsection, he may, at any time prior to the expiration of the
Contract Time as extended, make a written request to the Engineer
for an extension of time setting forth the reasons which he be-
lieves will justify the granting of his request. The Contractor's
plea that insufficient time was,specified is not a valid reason
for extension of time. If the Engineer finds that the work was
delayed because of conditions beyond the control and 'without the
fault of the Contractor, he may extend the time for completion in
such amount as the conditions justify. The extended time for
completion shall then be in full force and effect, the same as
though it were the original time for completion.
If the Contractor be delayed in the completion of the work by
any act or neglect of the Owner, or any employee of the Owner or
by any other Contractor employed by the owner, or by changes
ordered in the work, or by strikes, lockouts, fire, unusual delay
by common carriers, unavoidable casualties or any causes beyond
the Contractor's control, or by delay authorized by the Engineer,
or by any cause which the Engineer shall decide to justify the
delay, then the time of completion shall be extended for such
reasonable time as the Engineer and Owner may decide.
80-08. Failure to Complete on Time.
For each working day, as specified in the Contract, that any
part of the work remains uncompleted after the Contract Time
(including all extensions and adjustments as provided in the sub-
section titled Determination and Extension of Contract Time of this
section), the sum of four hundred dollars ($400.00) per day will
be deducted from any money due or to become due the Contractor or
his Surety or both. Such deducted sums shall not be deducted as
a penalty but shall be considered as liquidation of a reasonable
portion of damages that will be incurred by the Owner should the
Contractor fail to complete the work in the time specified in the
Contract
80-1
SECTION 80 - PROSECUTION AND PROGRESS
The damage stipulated above is to be deducted from any monies
due the Contractor as liquidated damages for the loss to the Owner
on account of the expense due to the employment of Engineers and
their assistants and to any other expenses after the expiration of
completion time set forth by the Engineer.
Permitting the Contractor to continue and finish the work or
any part of it after the time fixed for its completion, or after
the date to which the time for completion may have been extended
will in no way operate as a waiver on the part of the Owner of any
of its rights under the Contract.
Ag -Q2. Default and Termination of Contract.
The Contractor shall be considered in default of his Contract
and such default will be considered as cause for the Owner to
terminate the Contract for any of the following reasons if' the
Contractor:
(a) Fails to begin the .work under the Contract within the
time specified in the "Notice To Proceed", or
(b) Fails to perform the work or fails to provide sufficient
workers, equipment or materials to assure completion of
work in accordance with the terms' of the Contract, or
(c) Performs the work unsuitably or neglects or refuses to
remove materials or to perform any such work as may be
rejected as unacceptable and unsuitable, or
(d) Discontinues the prosecution of the work, or
(e) Fails to resume work which has been discontinued within
a reasonable time after notice to do so, or
(f) Becomes insolvent or is declared bankrupt, or commits
any act of bankruptcy or insolvency, or
(g) Allows any final judgment to stand against him unsitis-
z fied for a period of ten (10) days, or
(h) Makes an assignment for the benefit of creditors, or
(i) For any other cause whatsoever, fails to carry on the
work in an acceptable manner.
M
GENERAL PROVISIONS
SECTION 89 - PROSECUTION AND PROGRESS
Should the Engineer consider the Contractor in default of the
Contract for any reason hereinbefore, he shall immediately give
written notice to the Contractor and the Contractor's Surety as to
the reasons for considering the Contractor in default and the
Owner's intentions to terminate the Contract.
If the Contractor or Surety, within a period of ten (10) days
after such notice, does not proceed in accordance therewith, then
the Owner will, upon written notification from the Engineer of the
facts of such delay, neglect, or default and the Contractor's
failure to comply with such notice, have full power and authority
without violating the Contract, to take the prosecution of the work
out of the hands of the Contractor. The Owner may appropriate or
use any or all materials and equipment that have been mobilized for
use in the work and are acceptable and may enter into an agreement
for the completion of said Contract according to the terms and
provisions thereof, or use such other methods as in the opinion of
the Engineer will be required for the completion of said Contract
in an acceptable manner.
All costs and charges incurred by the Owner, together with
the cost of completing the work under Contract, will be deducted
from any monies due or which may become due the Contractor. if
such expense exceeds the sum which would have been payable under
the Contract, then the Contractor and the Surety shall be liable
and shall pay to the Owner the amount of such excess.
80-10. Termination for National Emergencies.
The Owner shall terminate the Contract or portion thereof by
written notice when the Contractor is prevented from proceeding
with the Construction Contract as a direct result of an Executive
Order of the President with respect to the prosecution of war or
in the interest of national defense.
When the Contract, or any portion thereof, is terminated
before completion of all items of work in the Contract, payment
will be made for theactualnumber of units or items of work
completed at the Contract price or as mutually agreed for items of
work partially completed or not started. No claims or loss of
anticipated profits shall be considered.
Reimbursement for organization of the work, and other overhead
expenses, (when not otherwise included in the Contract) and moving
equipment and materials toandfrom the job will be considered, the
intent being that an equitable settlement will be made with the
Contractor.
:M
Acceptable materials, obtained or ordered by the Contractor
for the work and that are not incorporated in the work shall, at
the option of the Contractor,'be purchased from the Contractor at
actual cost as shown by receipted bills and actual cost records at
such points of delivery as may be designated by the Engineer.
Termination of the Contract or a portion thereof shall neither
relieve the Contractor of his responsibilitiesfor the completed
work nor shall it relieve his Surety of its obligation for and
concerning any just claim arising out of the work performed.
fig-11, general
During the time that the Contractor is performing the work,
the terminal apron, taxiways and runways at the Airport will remain
in use by aircraft, to the extent permitted by the Owner and the
Federal Aviation Administration. The use of runways and taxiways
by aircraft, adjacent to areas where the Contractor is working,
will be so scheduled as to reduce disturbance to the Contractor's
operations but no representation or guarantee is made as to the
extent `to which disturbance can or will be reduced. .In any event,
the aircraft operation shall always have priority over any and all
of the Contractor's operations and the Contractor shall not allow
his employees, Subcontractors, materialmen or any other persons
over whom he has control to enter or remain upon or allow any plant
or materials to be brought or to remain upon any part of the
Airport, which in the opinion of the Owner or the Federal Aviation
Administration would be a hazardous location.
Because of the arrivals and departures of aircraft, the owner
makes no representation as to the periods of time when conditions
at or rear the runways or elsewhere at the Airport will be such as
to permit the work to be performed without interruption or as to
when any work can be performed and completed. Arrivals and
departures of airplanes are under the control of the Airport and
emergencies and operating conditions may necessitate sudden changes
both in airport operations and in the operations of the Contractor.
Should runways or taxiways be required for the use of aircraft
and should the Owner or the Federal Aviation Administrati' m'deom
the contractor to be too close to the portion used by aircraft for
safety, the Engineer may order the Contractor to cease his
operations, remove his personnel, plant equipment or materials to
a safe distance and standby until the runway and taxiway are no
longer required for use by aircraft.
$a-10
• *4_CO1M
SECTION 80 - PROSECUTION AND PROGRESS
The Contractor will not be permitted to enter upon any area
of the landing strips unless accompanied by a 4epresentative of
the Owner designated by the Engineer to escort the Contractor's
men and equipment to the point or points of operations within the
limits of such areas, and he shall not traverse back and forth
between points within such areas unless accompanied by said re-
presentatives.
The Contractor shall take all precautions necessary to insure
the safety of operating aircraft as well as his own equipment and
personnel. Special considerations must be given to aircraft
operations. The Contractor shall obey all instructions as to
routes to be by equipment traveling within the airport areas
and keep all such equipment marked as noted herein.
The Contractor shall make his own estimation of all difficul-
ties to be encountered and shall make allowance for such difficul-
ties in the amounts bid under the several items of the Contract.
Equipment not actually in operation shall be kept clear of
landing areas. When aircraft are operating, personnel. shall not
enter areas of the Airport without specific permission.
No requirements of this Contract with respect to any pre-
cautions required or omitted to be required shall be deemed to
limit or impair any responsibilities or obligations assumed by the
Contractor under or in connection with this Contract, and the
Contractor shall at all times maintain adequate protection to
safeguard the public and all persons engaged in the work and shall
take such precautions as will accomplish such end, without undue
interference with the public or the operations of the Owner.
Signals approved by the Engineer shall be provided by the
Owner to indicate that a runway or taxiway on or near which the
Contractor is working is required for use by the aircraft and such
designated signals, when given, shall be deemed an order of the
Engineer as above provided to remove immediately all personnel,
equipment and materials above ground together with any possible
obstructions or barriers to the distances from the runway or
taxiway stated herein. The Contractor shall make suitable standing
arrangements to insure that such signals are observed and such
order is complied with including, without limitation, the posting
of a watchman or watchmen with the sole assignment of watching for
such signals. The watchmen shall be given the authority to clear
areas required by the Owner.
80-11
GENERAL E9DYI6IOHS
» SECTION 80 PROSECUTION MD _MOG S
Provisions shall be made by means of signals for the watchmen
to notify the Engineer and . the Owner that the critical area has
,been cleared. Signals given by such watchman or watchmen shall" be
complied with by the Contractor. The Owner dues not guarantee,
ho *r, that any signals will be designated for such purpose or
that, if designated, such signals will be given, and neither the
Contractor nor any other person may rely on any signal being given.
The Owner assumes no responsibility to the Contractor or to any
other person for the giving of any such signal.
Each truck or piece of equipment in use by the Contractor
shall be provided with a flag on a staff so attached to the vehicle
so that the flag will be readily visible. The flag shall not be
less than three (3') feet square consisting of a checkered pattern
of international orange and white squares of not less than ono (1)
foot on each side and displayed in full view above the vehicle`.
` Any vehicle operating within aircraft movement areas during the
hours of darkness shall be equipped with a flashing domed-type
light;, the color to be in accordance with local and/or State codes.
Additional identification and control of construction equipment may
be retired by the airport security pian, if applicable.
During the work of this Contract, the Airport Owner will make
such arrangements as necessary to adjust Airport operations to
conform to the procedures outlined below. At least forty--lght
(48) hours notice shall be given to the Engineer and Airport towner
before work commences in any area.
I., gollstrUctiop and • Regnirements
A.
Runway Eches: If a construction NOTAM has been issued,
construction activity using normal sized equipment will
be permitted as close as 75 feet from centerline of an
active runway.
Rupwav Ends: If an appropriate construction NOTA4 has
been issued, construction activity using normal ;sized
equipment will be permitted as close as 400 feet to the
threshold of an active runway.
80-12
GENERAL PROVISIONS
SECTION 80 - PROSECUTION AND PROGRESS
C. Runway Closure: Runway closure will be required when
work is to be performed within 75 feet of the runway
centerline or within 400 feet of a runway threshold.
Both runways must be closed when construction activity
is within 200 feet of the Runway 12-30 and 7-25
intersections. Both runways shall not be closed at the
same time except when the runway intersection is being
marked. The periods of runway closure shall be kept to
a minimum. Runway 7-25 shall be closed during Contractor
working hours while the Runway 25 safety area is being
regraded.
D. ContrActorIs Personnel: All Contractor employees working
adjacent to active runways and aircraft operations shall
wear red vests and have access to a radio transceiver
operating on the Airport's UNICOM frequency.
E. Aircraft Parking Apron: During work on and adjacent to
the aircraft parking apron, the Contractor Shall take
precautions to maintain vehicular traffic and protect the
public from damage to person or property. The Contractor
shall provide barricades and warning signs as required.
F. Coastal Shoals. Bars and Mudflats: The Contractor shall
not damage or alter any coastal shoals, bars or mudflats
as a result of his operations.
G. No Open Trenches: At the end of every day's work, the
Contractor shall close all trenches in the vicinity of
runways. The trenches shall be backfilled level to the
ground surface and all stock piled material shall be
leveled to the ground surface or removed to an approved
storage area.
H. Contractor's Access to Work Areas: All access routes to
work areas shall be approved by the Resident Engineer in
advance. The use of runway pavements in accessing the
various work areas shall be kept to a minimum. when use
of the runway pavements is required, the Resident
Engineer shall be present and have given his approval.
The Contractor shall monitor the Airport's UNICOM
frequency prior to, and while using runway pavements to
access work areas.
80-13
I I , SUggl=egntal Requirements:
A. Work Schedule: The Contractor shall submit a work
schedule for the work in all areas for the approval of
the Engineer and Airport Owner. No work shall commence
in any area until such schedule is approved by the
Engineer and Airport Manager.
B. Runway Closings: The Contractor shall notify the
Resident Engineer 24 hours in advance when closure of a
runway is required so that provisions can be made to
close the runway to air traffic. Periods of runway
closing shall be held to a minimum. The Contractor shall'
provide temporary runway closure markings (yellow crosses
as detailed on the Contract Drawings) at both ends of the
runway during runway closure periods. Prior to reopening
a runway which has been closed, all paved surfaces shall
be cleaned and the temporary closure markings removed.
Both .runways shall remain open during all Contractor's
known working hours.
C. Contractor's Haul Routeg: The Contractor shall cleatr,
construct and maintain haul routes as required for the
prosecution of the work. The haul routes shall only be
in the locations approved by the Engineer and the Airport
Owner. At the completion of the project, these areas
shall be returned to their original lines and grades and
shall be seeded or restored according to the
Specifications contained herein. Haul routes to the work
sites shall be determined in the field by the Airport
Owner, Engineer and Contractor.
D. Contractor's Haul Routes: The Contractor shall clear,
construct and maintain haul routes as required for the
prosecution of the work. The haul routes shall only be
in the locations approved by the Engineer and the Airport
Owner. At the completion of the project, these areas
shall be returned to their original lines and grades and
shall„ be seeded or restored according to the
Specifications contained herein. Haul routes to the work
sites shall be determined in the field by the Airport
Owner, Engineer and Contractor. The radio transceiver
shall be used to monitor the Airport's UNICOM frequency.
E. Contractor's Communications system: Before the
Contractor commences work on the Airport, he shall obtain
a sufficient quantity of radio transceivers necessary to
80-14
GENERAL PROVISIONS
SECTION 80 - PROSECUTION AND PROGRESS
coordinate construction equipment and the Contractor's
personnel movements so as not to interfere with aircraft
operations. The radio transceiver shall be used to
monitor the Airport's UNICOM frequency.
E. Storage and - Movement of Material and Eguipment: The
Contractor shall store material and equipment and
schedule his operations for work to be done so that no
unauthorized interference to normal airport operations
will result therefrom. At night, materials and equipment
shall be located at the designated storage area.
The Airport Owner shall at all times have control of
operations on or near active runways, taxiways and
aprons. All operations shall be subject to coordination
by the Contractor with the Resident Engineer for
controlling traffic.
Vehicles maneuvering in the vicinity of the airport
operational services shall be marked in accordance with
Section 70-08.
Final method of control of construction operations will
be determined during construction.
Nothing shall be placed upon a landing area without the
authorization of the Engineer and approval by the Owner.
The use of existing paved areas for Contractor's
equipment is expressly prohibited, except for those
pavements that must be traversed in carrying out the work
and then only upon authorization of the Engineer.
Paved surfaces shall be kept clear at all times and
specifically must be kept free from small stones which
might cause damage to aircraft.
F. Accidents: The Contractor shall provide at the site such
equipment and medical facilities as are necessary to
supply first aid service to anyone who may be injured in
connection with the work. The Contractor must promptly
report in writing to the Resident Engineer all accidents
whatsoever arising out of, or in connection with, the
performance of the work, whether on or adjacent to the
site which caused death, personal injury or property
damages, giving full details and statements of witnesses.
In addition, if death or serious injuries or serious
damages are caused, the accident, shall be reported
80-15
SECTION 80 - PROSECUTION AND PROGRESS
immediately by telephone or messenger to both the
Engineer and the Owner.
If any claim is made by anyone against the Contractor or
any Subcontractor on account of any accident, the
Contractor shall promptly report the facts in writing to
the Resident Engineer giving full details of the claims.
G. Cleaning of Paved Surfaces: The Contractor shall clean
all pavement surfaces traversed by construction equipment
on a daily basis. Closed runways shall be cleaned and
free of all debris prior to being reopened. Airport
pavements being traversed by aircraft shall be free of
all debris at all times.
►e
Payment for the items described in Section 80-12,.including
but not necessarily limited to temporary barricades and removal
thereof, protection of aircraft and vehicular traffic, maintenance
of airport _lighting circuits, cleaning of paved surfaces,
restoration of surfaces disturbed as a result of the Contractor's
operations, warning signs, hazard marking, barricade lights and
removal thereof ad installation and removal of the temporary runway
closure markings shall be included under Item L-128, Maintenance
and Protection of Traffic.
80-13, Night Work.
Work after sunset will not be permitted except as provided by
the special requirements of Section 80-12, Specific Airport
Operating Requirements. Where work on this Contract is required
to be done after sunset, such work shall be included in the prices
bid, and no extra compensation will be allowed therefor.
80-14. Occupancy Areas.
The area to be used by the Contractors and their employees
and the location of field offices, job shanties and other semi-
permanent structures shall be designated in the field by the
Engineer and the Owner. Field offices, job shanties, and other
semi-permanent structures shall not extend above a 7 on 1 slope,
starting at a point five hundred (500) feet from the centerline of
a runway.
80-16
GENERAL PROVISIONS
SECTION 80 - PROSECUTION AND PROGRESS
80-15 Safety on Airports During Construction Activit
I. General Safety Reauixem*--nts.
During performance of this Contract, the Airport runways,
taxiways and aircraft parking aprons shall remain in use by air-
craft to the maximum extent possible. Aircraft use of areas near
the Contractor's work will be controlled to minimize disturbance
to the Contractor's operation. The Contractor shall not allow
employees, subcontractors, suppliers or any other unauthorized
person to enter or remain in any Airport area which would be
hazardous to persons or to aircraft operations.
All work which is too close to an active runway, taxiway or
apron to be performed under operational conditions shall be per-
formed when the runway, taxiway or apron is not in use. Such work
shall not be accomplished without prior permission from the
Engineer.
II. Construction and Facilities Maintenance.
Contractors shall:
A. Be aware of the potential for safety problems and/or
hazards. Potentially hazardous conditions which may
occur during Airport construction and maintenance in-
clude, but are not limited to, the following:
1. Trenches, holes or excavations on or adjacent to
any open runway or in safety areas.
2. Unmarked/unlighted holes or excavation in any apron,
open taxiway, open taxilane or related safety area.
3. Mounds or piles of earth, construction materials,
temporary structures or other objects in vicinity
of any open runway, taxiway, taxilane or in a
related safety, approach or departure area.
4. Pavement dropoffs or pavement -turf lips (either
permanent or temporary) which could cause, if
crossed at normal operating speeds, damage to
aircraft that normally use the Airport. (The normal
maximum is 1-1/2 inches for either.)
5. Vehicles or equipment (whether operating or idle)
on any open runway, taxiway, taxilane or in any
80-17
SECTION 80 PROSECUTION AND PROGRESS
related safety, approach or departure area.
6. Vehicles, equipment, excavations, stockpiles or
other materials which could degrade or otherwise
interfere with electronic signals from radios or
electronic navigational aids.
7. Unmarked utility, navaid, weather service, runway
lighting or other power or signal cables that could
be damaged during construction.
8. Objects (whether marked or flagged or not) or
activities anywhere on or in the vicinity of the
Airport which could be distracting, confusing or
alarming to pilots during aircraft operations.
9. Unflagged/unlighted low visibility items (such as
tall cranes, drills and the like) anywhere in the
vicinity of active runways or in any approach or
departure area.
10. Misleading or malfunctioning obstruction lights.
11. Unlighted/unmarked obstructions in approach to any
open runway.
12. Inadequate approach/departure surfaces (needed to
assure adequate landing/takeoff clearance over
obstructions or work or storage areas).
13. Inadequate, confusing or misleading (to user pilots)
marking/lighting of runways, taxiways, tax lanes
(including displaced or relocated thresholds).
14. Water, snow, dirt, debris or other transient accumu-
lation which temporarily obscures pavement marking;
pavement edges or derogates visibility of runway/
taxiway marking or lighting, or of construction and
maintenance areas.
15. Inadequate or improper methods of marking, barri-
cading and lighting of temporarily closed portions
of Airport operations area.
16. Trash or other materials with foreign object damage
(FOD) potential, whether on runways, taxiways or
aprons, or in related safety areas.
80-18
GENERAL PROVISIONS
SECTION 80 - PROSECUTION AND PROGRESS
17. Inadequate fencing or other marking to separate
construction. 3r maintenance areas from open aircraft
operating areas.
18. Failure to control vehicle, human and large animal
access to, and non-essential, non -aeronautical
activities in, open aircraft operating areas.
19. Failure to maintain radio communication between
construction/maintenance vehicles and air traffic
control tower or other on -field communications
facility, e.g., FAA Flight Service Station (FSS) or
unicorn radio.
20. Construction/maintenance activities or materials
which could hamper crash -fire -rescue (CFR) vehicle
access from CFR stations to all parts of the runway/
taxiway system, to runway approach and departure
areas and to aircraft parking locations.
21.- Bird attractants such as edibles (food scraps, etc.)
or other miscellaneous garbage, other trash,
grass/crop seeding or ponded water on the Airport.
B. Conduct activities so as not to violate any safety
standards contained herein.
C. Inspect all construction and storage areas as often as
necessary to be aware of conditions.
D. Promptly take all steps needed to prevent/remedy any
unsafe or potentially unsafe conditions/activities
discovered.
Before actual commencement of construction activity, the
Contractor shall give adequate notice to Airport management of
proposed time and date of commencement of construction in such
areas.
Upon completion of work and return of all such areas to
standard conditions, the Contractor shall notify Airport management
of completion of construction.
III. Trenches, Excavations and Stockpiled Material.
Open trenches or excavations exceeding 6 inches in depth and
80-19
GENERAL PROVISIONS
SECTION 80 - PROSECUTION AND PROGRESS
6 inches in width or stockpiled material will not be permitted
within the limits of restricted areas of operational runways or
taxiways. Coverings for open trenches or excavations shall be of
sufficient strength to support the weight of the heaviest aircraft
operating on the runway or taxiway.
,IV, Construction in Proximity to Runways.
A. Eunway Sides: If appropriate construction/mai.ntehancce
NOTAM has been issued, construction equipment`' under 10
feet tall is permissible as close as the following
distances from centerline of runway indicated:
RUNWAY DESIGNATION FEET FROM RUNWAY CENTERLINE
7 - 25 75'
_12 75'
B. Runway Ends: If appropriate construction/maintenance
NOTAM has been issued, construction/maintenance activity
is permissible off the ends of the runway indicated
below, provided at least the indicated minimum safety
area and indicated unobstructed approach slope are
maintained:
RUNWAY MINIMUM SAFETY MINIMUM UNOBSTRUCTED APPROACH
END AREA BEHIND SLOPE
NUMBER THRESHOLD
7._25,12.30 200 feet 20:1 to 200 feet
behind threshold
yX =shold barking and Lighting.
Temporary threshold marking, if required, shall be furnished
and maintained by the Contractor.
MI. Clpsed Runway Marking.
Closed runway marking, if required, shall be as shown on the
Plans and furnished by the Contractor.
Barricades, flagging and flashers are required. Hazard
marking and lighting shall be acceptable to the Airport Owner and
Engineer.
80-20
GENERAL PROVISIONS
SECTION 80 - PROSECUTION AND PROGRESS
VII. Motorized Vehicles.
A. When any vehicle other than those approved for use in
the aircraft movement area and runway approach area is
required to travel over any portion of that area, it
shall be escorted by a vehicle properly identified to
operate in the area and be provided with a flag on a
staff attached to the vehicle. A flag or escort vehicle
is not required for vehicles which have been painted,
marked and lighted for routine use on aircraft movement
areas. Any vehicle operating on the movement area during
the hours of darkness should be equipped with a flashing
dome -type light, the color to be in accordance with local
and/or State codes.
B. Vehicular traffic crossing active movement areas must be
controlled either by two-way radio with the control
tower, by escort, flagman, signal light or the means
appropriate for the particular airport. The clearance
should be confirmed by the. driver's personal observation
that no aircraft is approaching his position..
C. It may be desirable to clearly identify the vehicles for
control purposes by either assigned initials or numbers
prominently displayed on each side. The identifying
symbols should be of 8 -inch minimum, block -type
characters of a color easily read. They may be applied
by use of tape or water soluble paint to facilitate
removal. In addition, all vehicles must display the
identification media as specified in the approved se-
curity plan, if.applicable.
D. Employee parking shall be as designated by the Engineer,
Superintendent and Airport Manager.
E. Construction Site Access and Haul Roads: Access to the
job site shall be as shown on the Plans or as designated
by the Engineer, Superintendent and Airport Manager.
VIII.Navigational Aids.
The Contractor shall not conduct any construction activity
within the navigational aids (i.e., ILS components, VOR, ASR, ATCT)
restricted areas shown on the Plans without prior approval from the
local FAA Airway Facilities Sector through the Engineer.
80-21
XIL Limitations on Construction.
A. Open -flame welding or torch cutting operations are pro-
hibited unless adequate fire and safety precautions are
provided and have been approved by the Engineer.
B. Open trenches, excavations and stockpiled material at
the construction site shall be prominently marked with
red flags and lighted by light units during hours of
restricted visibility and/or darkness.
C. Marking and lighting of closed, deceptive and hazardous
areas shall be provided by the Contractor, when required,
in accordance with Advisory Circular 150/5340-1.
D. Stockpiled material shall be constrained in a manner to
prevent movement resulting from maximum anticipated
aircraft blast or forecasted wind conditions.
X Debris.
Waste and loose material capable of causing damage to aircraft
landing gears, propellers or being ingested in jet engines, shall
not be placed on active aircraft movement areas. Material tracked
on these areas shall be removed continuously during the project
work.
80-22
GENERAL PROVISIONS
SECTION 90 - MEASUREMENT AND PAYMENT
90-01. Measurement of Ouantities.
All work complitee under the Contract will be measured by the
Engineer, or his/her authorized representatives, using United
States Customary Units of Measurement.
The method of measurement and computations to be used in
determination of quantities of material furnished and of work
performed under the Contract will be those methods generally
recognized as conforming to good engineering practice.
Unless otherwise specified, longitudinal measurements for area
computations will be made horizontally, and no deductions will be
made for individual fixtures (or leave -outs) having an area of nine
(9) square feet or less. Unless otherwise specified, transverse
measurements for area computations will be the neat dimensions
shown on the Plans or ordered in writing by the Engineer.
Structures will be measured according to neat lines shown on
the Plans or as altered to fit field conditions.
Unless otherwise specified, all- Contract Items which are
measured by the linear foot such as electrical ducts, conduits,
pipe culverts, underdrains, and similar items shall be measured
parallel to the base or foundation upon which such items are
placed.
In computing volumes of excavation the average end area method
or other acceptable methods will be used.
The thickness of plates and galvanized sheet used in the
manufacture of corrugated metal pipe, metal plate pipe culverts
and arches, and metal cribbing will be specified and measured in
decimal fraction of inches.
The term "ton" will mean the short ton consisting of two
thousand (2,000) pounds avoirdupois. All materials which are
measured or proportioned by weights shall be weighed on accurate,
approved scales by competent qualified personnel at locations
designated by the Engineer. If material is shipped by rail, the
car weight may be accepted provided that only the actual weight of
material be paid for. However, car weights will not be acceptable
for material to be passed through mixing plants. Trucks used to
haul material being paid for by weight shall be weighed empty daily
at'such times as the Engineer directs, and each truck shall bear
a plainly legible identification mark.
90-1
SECTION 90 - MEASUREMENT AND PAYMENT
Materials to be measured by volume in the hauling vehicle
shall be hauled in approved vehicles and measured therein at the
point of delivery. Vehicles for this purpose may be of any size
or type acceptable to the Engineer, provided that the body is of
such shape that the actual contents may be readily and accurately
determined. All vehicles shall be loaded to at least their water
level capacity and all loads shall be leveled when the vehicles
arrive at the point of delivery.
When requested by the Contractor and approved by the Engineer
in writing, material specified to be measured by the cubic yard
may be weighed and such weights will be converted to cubic yards
for payment purposes. Factors for conversion from weight measure-
ment to volume measurement will be determined by the Engineer and
shall be agreed to by the Contractor before such method of measure-
ment of pay quantities is used.
Bituminous materials will be measured by the gallon or ton.
When measured by volume, such volumes will be measured at 60°F or
will be corrected to the volume at 60°F using ASTM d-1250 for
asphalts or ASTM D-633 for tars.
Net certified scale weights or weights based on certified
volumes in the case of rail shipments will be used as a basis of
measurement, subject to correction when bituminous material has
been lost from the car or the distributor, wasted, or otherwise
not incorporated in the work.
When bituminous materials are shipped by truck or transport,
net certified weights by volume, subject to correction for loss or
foaming, may be used for computing quantities.
Cement will be measured by the ton or hundredweight.
Timber will be measured by the thousand feet board measure
(MFBM) actually incorporated in the structure. Measurement will
be based on nominal widths and thicknesses and the extreme length
of each piece.
The term "lump sum" when used as an item of payment will mean
complete payment for the work described in the Contract.
When a complete structure or structural unit (in effect, "lump
sum" work) is specified as the unit'of measurement, the unit will
be construed to include all necessary fittings and accessories.
90-2
GENERAL PROVISIONS
SECTION 90 - MEASUREMENT AND PAYMENT
Rental of equipment will be measured by time in hours of
actual working time and necessary traveling time of the equipment
within the limits of he work. Special equipment ordered by the
Engineer in connection with force account work will be measured as
agreed in the Change Order or Supplemental Agreement authorizing
such force account work as provided in the subsection entitled
"Payment For Extra and Force Account Work" of this section.
When standard manufactured items are specified such as fence,
wire, plates, rolled shapes, pipe conduit, etc., and these items
are identified by gauge, unit weight, section dimensions, etc.,
such identification will be considered to be nominal weights or
dimensions. Unless more stringently controlled by tolerances in
cited Specifications, manufacturing tolerances established by the
industries involved will be accepted.
Scales for weighing materials which are required to be
proportioned or measured and paid for by weight shall be furnished,
erected and maintained by the Contractor or be certified perman-
ently installed commercial scales.
Scales shall be accurate within one-half percent (.5%) of. the
correct weight throughout the range of use. The Contractor shall
have the scales checked under the observation of the inspector
before beginning work and at such other times as requested. The
intervals shall be uniform in spacing throughout the graduated or
marked length of the beam or dial and shall not exceed one-tenth
of one percent (.1%) of the nominal rated capacity of the scale,
but not less than one (1) pound. The use of spring balances will
not be permitted.
Beams, dials, platforms and other scale equipment shall be so
arranged that the operator and inspector can safely and conven-
iently view them.
Scale installations shall have available, ten (10) standard
fifty (50) pound weights for testing the weighing equipment or
suitable weights and devices for other approved equipment.
Scales must be tested for accuracy and serviced before use at
a new site. Platform scales shall be installed and maintained with
the platform level and rigid bulkheads at each end.
90-3
Scales "overweighing" (indicating more than correct weight)
will not be permitted to operate and, all materials received
subsequent to the last previous correct weighing accuracy test will
be reduced by the percentage of error in excess of one-half of one
percent (.5%).
In the event inspection reveals the scales have been "under -
weighing" (indicating less than correct weight) they shall be
adjusted and no additional payment to the Contractor will be
allowed for materials previously weighed and recorded.
All costs in connection with furnishing, installing, certify-
ing, testing, and maintaining scales; for furnishing check weights
and scale house; and for all other items specified in this subsec-
tion, for the weighing of materials for proportioning or payment,
shall be included in the unit Contract prices for the various items
of the project.
When the estimated quantities for a specific portion of the
work are designated as the pay quantities in the Contract,; they
shall be the final quantities for which payment for such specific
portion of the work will be made, unless the dimensions of said
portions of the work shown on the Plans are revised by the <Engi-
neer. If revised dimensions result in an increase or decrease in
the quantities of such work, the final quantities for payment will
be revised in the amount represented by the authorized changes in
the dimensions.
90-02. Scope of Payment
The Contractor shall receive and accept compensation provided
for in the Contract as full payment for furnishing all materials,
for performing all work under the Contract in a complete and
acceptable manner, and for all risk, loss, damage, or expense of
whatever character arising out of the nature of the work or the
prosecution thereof, subject to the provisions of the subsection
titled NO WAIVER OF LEGAL RIGHTS of Section 70.
When the "basis of payment" subsection of
Specification requires that the Contract price (price
compensation for certain work or material essential
this same work or material will not also be measurec
under any other Contract Item which may appear else
Contract, Plans, or Specifications.
90-4
a technical
bid) include
to the item,
for payment
wherein the
GENERAL PROVISIONS
SECTION 90 - MEASUREMENT AND PAYMENT
90-03. Compensation for Altered Quantities.
When the accepted quantities of work vary from the quantities
in the proposal, the Contractor shall accept as payment in full,
so far as Contract Items are concerned, payment at the original
Contract price for the accepted quantities of work actually com-
pleted and accepted. No allowance, except as provided for in the
subsection titled ALTERATION OF WORK AND QUANTITIES of Section 40
will be made for any increased expense, loss of expected reim-
bursement, or loss of anticipated profits suffered or claimed by
the Contractor which results directly from such alterations or
indirectly from his/her unbalanced allocation of overhead and
profit among the Contract Items, or from any other cause.
9.0-04. Pavment for Omitted Items.
As specified in the subsection titled OMITTED ITEMS of
Section 40, the Engineer shall have the right to omit from the work
(order non-performance) any Contract Item, except major Contract
Items, in the best interest of the Owner.
Should the Engineer omit or order non-performance of a
Contract Item or portion of such item from the work, the Contrac-
tor shall accept payment in full at the Contract prices for any
work actually completed and acceptable prior to the Engineer's
order to omit or non -perform such Contract Item.
Acceptable materials ordered by the Contractor or delivered
on the work prior to the date of the Engineer's order will be paid
for at the actual cost to the Contractor and shall thereupon become
the property of the Owner.
In addition to the reimbursement hereinbefore provided, the
Contractor shall be reimbursed for all actual costs incurred for
the purpose of performing the omitted Contract Item prior to the
date of the Engineer's order. Such additional costs incurred by
the Contractor must be directly related to the deleted Contract
Item and shall be supported by certified statements by the Con-
tractor as to the nature and amount of such costs.
90-5
90-05. Payment for Extra and Force Account Work.
Extra work performed in accordance with the subsection titled
EXTRA WORK of Section 40 will be paid for at the Contract prices
or agreed prices specified in the Change Order or Supplemental
Agreement authorizing such extra work. If the work is to be paid
under agreed prices, the prices shall be based upon the Con-
tractor's price analysis of the cost of the work. This price
analysis shall be provided by the Contractor and shall be based
upon the Contractor's estimated breakdown of his cost for the work,
including all charges based upon the items as listed in this
subsection under "Force Account Work". Lump sum costs for work,
without accompanying detailed price analyses, will not be
acceptable. Forms intended to aid the Contractor in compiling
price analyses are available from the Engineer upon request.
II. Force Account Work
When the. Change Order or Supplemental Agreement. authorizing
extra work requires that it be done by force account, such force
account shall be measured and paid for based on expended labor,
equipment and materials, plus an allowance for overhead and profit.
(a) Miscellangous. No additional allowance will be made for
general superintendence, the use of small tools, or other
costs for which no specific allowance is herein provided.
(b) Comparison of Record. The Contractor and the Engineer
shall compare records of the cost of force account work
at the end of each day. Agreement shall be indicated by
signature of the Contractor and Engineer or their duly
authorized representatives.
(c) Statement. No payment will be made for work performed
on a force account basis until the Contractor has fur-
nished the Engineer with duplicate itemized statements
of the cost of such force account work detailed as
follows:
(1) Name, classification, date, daily hours, total
hours, rate and extension for each laborer and
foreman.
(2) Designation, dates, daily hours, total hours, rate,
and extension for each unit of machinery and
equipment.
ME
GENERAL PROVISIONS
SECTION 90 - MEASUREMENT AND PAYMENT
For Contractor self -owned equipment, the maximum
rate paid for equipment will be determined based
%.on the following factors.
The base hourly rates shall be the daily rate as
listed in the current Rental Rates for Construction
Equipment prepared by Associated Equipment
Distributors divided by eight (8). Where no daily
rate is listed, the daily rate will be determined
by dividing the monthly rate by 10.
The first 20 hours will be paid at 90% of the above
base hourly rate.
For 21 to 40 hours, the rate will be 80% of the
above base hourly rate.
For over 40 hours, the rate will be 45% of the above
base hourly rate.
The number of hours to be paid for shall be- the
number of hours that the equipment or plant is
actually used on a specified force account job.
For rented equipment, such equipment will be paid
for based upon rental cost as approved by the
Engineer. Invoices showing rental charges must be
submitted to the Engineer for such payment.
For use of all equipment, when, in the opinion of
the Contractor and as approved by the Engineer,
suitable equipment is not available on the site,
the movement of required equipment to and from the
b site will be paid for at actual cost.
I ,
Equipment to be used by the Contractor shall be
specifically described and be of suitable size and
suitable capacity required for the work to be
performed. In the event the Contractor elects to
use equipment of a higher rental value than that
suitable for the work, payment will be made at the
rate applicable to the suitable equipment. The
equipment actually used and the suitable equipment
paid for will be recorded as part of the record for
i
90-7
GENERAL PROVISIONS
SECTION 90 - MEASUREMENT AND PAYMENT
force account work. The Engineer shall determine
the suitability of the equipment. If there is a
differential in the rate of pay of the operator of
oversize or higher rate equipment, the rate paid for
the operator will likewise be that for the suitable
equipment.
In the event that a rate is not established in the
Associated Equipment Distributors Rental Rates for
a particular piece of equipment or plant, the :Owner
shall establish a rate for that piece ofequipment
or plant that is consistent with its cost and use.
(3) Quantities of materials, prices, and extensions.
(4) Transportation of materials.
(5) Cost of property damage, liability and workmen's
compensation insurance premiums, unemployment
insurance contributions, and social security tax.
(6) Profit and Overhead. Profit and overhead cost shall
be computed at 20 percent of the following;
Total Direct Labor Cost (actual hours worked
multiplied by the basic hourly wage rate) plus
supplemental benefits payments, payroll taxes,
insurance payments and other labor related
fringe benefit payments as defined in (2) and
(3) above, but not including the overtime
additive payments. Profit and overhead shall
not be paid on the premium portion of overtime.
Total Cost of Materials as defined in (1) above
including the cost of transportation to the
project site.
If any of the work is performed by a subcontractor,
the Contractor shall be paid the actual and
reasonable cost of such subcontracted work computed
as outlined in (1) through (5) above, or on such
other basis as may be approved by the Owner.
Subcontractor profit and overhead shall be paid as
outlined in (6) above, plus an additional allowance
of five percent (5%) of materials and direct labor
to cover the Contractor's profit, superintendence,
administration, insurance and other overhead.
GENERAL PROVISIONS
SECTION 90 - MEASUREMENT AND PAYMENT
(7) Overhead shall be defined to include the following
items:
Premium on bond.
Premium on insurance required by the State,
Workmen's Compensation Insurance, public
liability and property damage insurance,
unemployment insurance, Federal old -age
benefits, other payroll taxes and such
reasonable charges that are paid by the
Contractor pursuant to written agreement with
his employee.
All salary and expenses of executive officers,
supervising officers or supervising employees.
All clerical or stenographic employees.
All charges for minor equipment, such as small
tools, including shovels, picks, axes, saws,
bars, sledges, lanterns, jacks, cables, pails,
wrenches, etc. and other miscellaneous supplies
and services.
All drafting room accessories such as paper,
tracing cloth, blueprinting, etc.
Statements shall be accompanied and supported by receipted
invoice for all materials used and transportation charges.
However, if materials used on the force account work are not
specifically purchased for such work but are taken from the
Contractor's stock, then in lieu of the invoices the Contractor
shall furnish an affidavit certifying that such materials were
taken from his/her stock, that the quantity claimed, was actually
used, and that the price and transportation claimed represent the
actual cost to the Contractor.
90-06. Partial Payments
Partial payments will be made at least once each month as the
work progresses. Said payments will be based upon estimates
prepared by the Engineer of the value of the work performed and
materials complete in place in accordance with the Contract, Plans,
and Specifications. Such partial payments may also include the
.m
GENERAL PROVISIONS
SECTION 90 - MEASUREMENT AND PAYMENT
delivered actual cost of those materials stockpiled and stored in
accordance with the subsection titled PAYMENT FOR MATERIALS ON HAND
0,4w -of this section.
`No partial payment will be made when the amount due the
Contractor since the last estimate amounts to less than five
hundred dollars ($500.00).
From the total of the amount determined to be payable on a
partial payment, five percent (5%) of such total amount will be
deducted and retained by the Owner until the final payment is made.
.When not less than ninety-five percent (95%) of the work has
been -completed the Engineer may, at his/her discretion and with
the consent of the Surety, prepare an estimate from which will be
retained an amount not 'less than twice the Contract value or
estimated cost, whichever is greater, of the work remaining to be
donez The remainder, less all previous payments and deductions,
willAhen be certified for payment to the Contractor.
::cIt is understood and agreed that the Contractor.shall not be
entitled to demand or receive partial payment based on quantities
of work in excess of those provided in the proposal or covered by
approved Change Orders or Supplemental Agreements, except when such
excess quantities have been determined by the Engineer to be a part
of the final quantity for the item of work in question.
No partial payment shall bind the Owner to the acceptance of
any materials or work in place as to quality or quantity. All
partial payments are subject to correction at the time of final
payment as provided in the subsection titled ACCEPTANCE AND FINAL
PAYMENT of this section.
90-07. Payment for Materials on Hand.
Partial payments may be made to the extent of the delivered
cost of materials to be incorporated in the work, provided that
such -materials meet the requirements of the Contract, Plans, and
Specifications and are delivered to acceptable sites on the airport
property or at other sites in the vicinity that are acceptable to
the Owner. Such delivered costs of stored or stockpiled materials
may be included in the next partial payment after the following,
conditions are met:
(a) The material has been stored or stockpiled in a manner
acceptable to the Engineer at or on an approved site.
90-10
GENERAL PROVISIONS
SECTION 90 - MEASUREMENT AND PAYMENT
(b) The Contractor has furnished the Engineer with acceptable
evidence of the quantity and quality of such stored or
stockpiled materials.
(c) The Contractor has furnished the Engineer with satisfac-
tory evidence that the material and transportation costs
have been paid.
(d) The Contractor has furnished the Owner legal title (free
of liens or encumbrances of any kind) to the material so
stored or stockpiled.
(e) The Contractor has furnished the Owner evidence that the
material so stored or stockpiled is insured against loss
by damage to or disappearance of such materials at any
time prior to use in the work.
It is understood and agreed that the transfer of title and
the Owner's payment for such stored or stockpiled materials shall
in no way relieve the Contractor of his responsibility for furnish-
ing and placing such materials in accordance with the requirements.
of the Contract, Plans, and Specifications.
In no case will the amount of partial payments for materials
on hand exceed the Contract price for such materials or the Con-
tract price for the Contract Item on which the material is intended
to be used.
No partial payment will be made for stored or stockpiled
living or perishable plant materials.
The Contractor shall bear all costs associated with the
partial payment of stored or stockpiled materials in accordance
with the provisions of this subsection.
90-08. Acceptance and Final Payment
When the Contract work has been accepted in accordance with
the requirements of the subsection titled FINAL ACCEPTANCE of
Section 50, the Engineer will prepare the final estimate of the
items of work actually performed. The Contractor shall approve
the Engineer's final estimate or advise the Engineer of his/her
objections to the final estimate which are based on disputes in
measurements or computations of the final quantities to be paid
under the Contract as amended by Change Order or Supplemental
Agreement. The Contractor and Engineer shall resolve all disputes
(if any) in the measurement and computation of final quantities to
90-11
be paid within thirty (30) calendar days of the Contractor's
receipt of the Engineer's final estimate. If, after such thirty
(30) day period, a dispute still exists, the Contractor may approve
the Engineer's estimate under protest of the quantities in dispute
and such disputed quantities shall be considered by the owner as
a claim in accordance with the subsection titled CLAIMS FOR
ADJUSTMENT AND DISPUTES of Section 50.
After the Contractor has approved, or approved under protest,
the Engineer's final estimate, final payment will be processed
based on the entire sum, or the undisputed sum in case of approval
under protest, determined to be due the Contractor leis all
previous payments and all amounts to be deducted under the provi-
sions of the Contract. All prior partial estimates and payments
shall be subject to correction in the final estimate and payment.
If the Contractor has filed a claim for additional compensa-
tion under the provisions of the subsection titled CLAIMS FOR
ADJUSTMENTS AND DISPUTES of Section 50 or under the provisions of
this subsection, such claims will be considered by the owner in
accordance with local laws or ordinances. Upon final adjudication
of such claims, -any additional payment determined to be due the
Contractor will be paid pursuant to a supplemental, final,
estimate.
The payment of the final amount due under this Contract, and
the adjustment and the payment of the bill rendered for work in
accordance with any alterations of the same shall release the Owner
from any and all claims or liabilities on account of work performed
under said Contract, or any alterations thereof.
In case the execution of this Contract is delayed by action
of the Owner, the time for completion is hereby extended for a time
equal to the delay caused by the party of the first part, but no
claim for damages by reason of such delay shall be made or allowed.
Should postponement or delay be occasioned by the precedence of
other Contracts on the line of work, which may be either let or
executed before or after the execution of this Contract, no 'claim
for damages will be allowed; but the time for completion may be
extended for a time equal to the delay or postponement caused by
such precedent Contracts.
The Owner shall not be required,
said payments, on any part thereof, or
account of said work, or by virtue o
90-12
or liable to make the afore -
to pay anything whatever on
f this Agreement, any sooner
GENERAL PROVISIONS
SECTION 90 - MEASUREMENT AND PAYMENT
or faster than there shall be money or funds in the treasury of
said Owner properly applicable to that purpose, and which shall
have been collected or paid into said treasury on account of said
work or improvement.
90-09. Guaranty,
The Contractor shall, in consideration of the Contract price,
maintain and keep in good repair all the work executed under this
Contract for a period of twelve (12) months from the time of its
final acceptance. Also, that he will make any and all repairs
deemed necessary by the Engineer within five (5) days from the date
of a notice from the said Engineer.
Within the period of said guaranty, no certificate given nor
payment made under the Contract, nor partial or entire occupancy
of the premises by the Owner shall be construed as an acceptance
of defective work or of improper materials or as condoning any
negligence or omission.
90-10. Security for Guarantee.
The Contractor shall upon final acceptance of the work,
furnish a bond to the.Owner in a penal sum equal to five percent
(5%) of the amount of the Contract price, executed by a surety
company authorized by the Department of Insurance of the State of
New York to execute such a bond in this State, and which bond shall
be approved as to form and manner of execution by the Owner's
attorney. This bond shall be conditioned for the faithful
performance by the said Contractor of the conditions and stipula-
tions of Section 90- 10 of these Specifications, thereof relating
to maintenance and repair, for a period of one (1) year from the
date of the final acceptance of the work. In default of the filing
of such bond, a sum of money equal to said five percent (5%) may
be retained out of any monies due to the Contractor and be held for
twelve (12) months, or until the bond above described is filed.
90-11. Lien Law.
If, at any time before or within thirty (30) days after the
whole work herein agreed to be performed has been completed and
accepted by the party of the first part, any person or persons
claiming to have performed any labor or furnished any material
toward the performance or completion of this Contract shall file
with the Engineer and with the financial officer of the Owner or
other officer or person charged with the custody and disbursement
of the Owner funds applicable to the Contract under which the claim
90-13
SECTION 90 —MEASUREMENT AND PAYMENT
is made, such notice as is prescribed in the Act of Legislature of
the State of New. York passed February 17, 1909, entitled an "Act
in Relation to Liens", and the acts amendatory thereof or
supplementary thereto, then and in every such case the party of
the first part shall retain (anything herein contained to the
contrary thereof notwithstanding) from the monies under its control
and due or to grow due under this Agreement, as much of such monies
as'shall 'be sufficient to pay, satisfy and discharge the amount in
such notice claimed to be due to the person or persons filing such
lien, together with the reasonable cost of any actions brought to
enforce such claim or the lien creating by the filing of such
notice. The monies so retained shall be retained by the party of
the first part until the lien thereon created by the said act and
filing of said notice shall be discharged pursuant to the
provisions of said act or acts.
90-14
SPECIAL PROVISIONS
ITEM P-151 - CLEARING AND GRUBBING
151-1. DESCRIPTION.
151-1.1: This item shall consist of clearing and grubbing, including the
disposal 0� materials, for all areas within the limits designated on the Plans
or as required by the Engineer.
Clearing and grubbing shall consist of clearing the surface of the ground of the
designated areas of all trees, stumps, down timber, logs, snags, brush,
undergrowth, hedges, heavy growth of grass or weeds, structures, debris and
rubbish of any nature, natural obstructions or such material which in the opinion
of the Engineer is unsuitable, including the grubbing of stumps, roots, matted
roots, foundations and the disposal from the Project of all spoil materials
resulting from clearing and grubbing.
151-2. CONSTRUCTION METHODS.
151-2.1 General: The areas denoted on the Plans to be cleared and grubbed
under this item shall be staked on the ground by the Contractor. The clearing
and grubbing shall be done at a satisfactory distance in advance of the grading
operations.
All spoil materials removed by clearing and grubbing shall be disposed of by
removal to approved disposal areas.
151-2.2 Clearing: The Contractor shall clear the staked or indicated area of
all objectionable materials. Trees unavoidably falling outside the specified
limits must be cut up, removed and disposed of in a satisfactory manner. In
order to minimize damage to trees that are to be left standing, trees shall be
felled toward the center of area being cleared. The Contractor shall preserve
and protect from injury all trees not to be removed. The trees, stumps and brush
shall be cut to a height of not more than 12 inches above the ground. The
grubbing of stumps and roots will be required as outlined below.
151-2.3 Clearing and Grubbing: In areas designated to be cleared and grubbed,
all stumps, roots, buried logs, brush, grass and other unsatisfactory materials
shall be removed.
Any buildings and miscellaneous structures that are shown on the Plans to be
removed shall be demolished or removed and all materials therefrom shall be
disposed of by removal from the site. All holes or openings shall be backfilled
with acceptable material and properly compacted.
All holes remaining after the grubbing operation in embankment areas shall have
the sides broken down to flatten out the slopes and shall be filled with
acceptable material, moistened and properly compacted in layers to the density
required in Item P-152. The same construction procedure shall be applied to all
holes remaining after grubbing in excavation areas where the depth of holes
exceeds the depth of the proposed excavation.
SPECIAL PROVISIONS
ITEM P-151 - CLEARING AND GRUBBING
151-2.4 LEVELING OF GROUND SURFACE.: All areas that have been cleared and
grubbed shall be graded adequately to accommodate municipal owned mowing
equipment. Areas of abrupt transition in grade which would not allow the passage
of mowing equipment will not be allowed. All stones and other uojects which
would be detrimental to mowing shall be removed and disposed of in the approved
location.
151-3. METHOD OF MEASUREMENT.
151-3.1: The quantities of clearing and grubbing as shown by the limits on the
Plans or as ordered by the Engineer shall be cited in terms of the number of
acres or fractions thereof, of land specifically cleared and grubbed, unless lump
sum bid is specified in the Proposal.
151-4. BASIS OF PAYMENT.
151-4.1: Payment shall be made at the Contract unit price per acre or in a lump
sum for clearing and grubbing. This price shall be full compensation for
furnishing all materials and for all labor, equipment, tools and incidentals
necessary to complete the item.
Payment will be made under:
Item P-151-4.1 - Clearing and Grubbing - per Acre
SPECIAL PROVISIONS
ITEM P-152 - EXCAVATION AND EMBANKMENT
152-1. DESCRIPTION.
152-1.1: This item covers excavation, disposal, placement and compaction of all
materia?.- within the limits of the work required to construct runway safety
areas, runways, taxiways, aprons and intermediate, as well as other areas for
drainage, building construction, parking or other purposes in accordance with
these Specifications and in conformity to the dimensions and typical sections
shown on the Plans.
152-1.2 Classification: All material excavated shall be classified as defined
below and specified in the Payment Items in accordance with these
classifications.
(a) Common Excavation: Common excavation shall consist of the excavation and
disposal of all material, regardless of its nature, which is not otherwise
classified and paid for under the following items.
(b) Rock Excavation: Rock excavation shall include all solid rock in ledges,
in bedded deposits, in unstratified masses and conglomerate deposits which
are so firmly cemented they cannot be removed without blasting or using
rippers. All boulders containing a volume of more than 1/2 cubic yard
will be classified as "rock excavation".
(c) Muck Excavation: Muck excavation shall consist of the removal and disposal
of mixtures of soils and organic matter not suitable for foundation
material. Muck shall include materials which will decay or produce
subsidence in the embankment. It may be made up of decaying stumps, roots,
logs, humus or other material not satisfactory for incorporation in the
embankment.
(d) Drainage Excavation: Drainage excavation shall consist of all excavation
made for the primary purpose of drainage and includes drainage ditches,
such as intercepting, inlet or outlet; temporary levee construction; or
any other type as shown on the Plans.
(e) Borrow Excavation: Borrow excavation shall consist of approved material
required for the construction of embankment or for other portions of the
work in excess of the quantity of usable material available from required
excavations. Borrow material shall be obtained from areas within the
limits of the Airport property but outside the normal limits of necessary
grading, or from areas outside the Airport.
(f) Pavement Excavation: Pavement excavation shall consist of the removal and
disposal of existing bituminous concrete pavement or portland cement
concrete pavement including stabilized base or subbase material as shown
on the Plans, regardless of the thickness encountered.
SPECIAL PROVISIONS
ITEM -P-152 - EXCAVATION AND EMBANKMENT
152-1. DESCRIPTION. (Continued)
152-1.3 Unsuitable Excavation: Any material containing vegetable or organic
matter, such as muck, peat, organic silt or sod shall be LDnsidered unsuitable
for use in embankment construction. Material, when approved by the Engineer as
suitable to support vegetation, may be used on the embankment slope.
152-2. SUBMITTALS AND CERTIFICATIONS.
152-2.1: Submittals of "Shop and Setting Drawings", "Working Drawings",
"Catalogue Data" and "Certifications" for review shall be submitted in accordance
with appropriate sections of the- General Provisions. Submittals and
Certifications required are as follows:
Certified test results indicating materials obtained off-site meet
the requirements specified.
152-3. CONSTRUCTION METHODS.
152-3.1 General: The suitability of material to be placed in embankments shall
be subject to approval by the Engineer. All unsuitable material shall be
disposed of in waste areas shown on the Plans. All waste areas shall be graded
to allow positive drainage of the area and of adjacent areas. -The surface
elevation of waste areas shall not extend above the surface elevation of adjacent
usable areas of the Airport, unless specified on the Plans or approved by the
Engineer.
When the Contractor's excavating operations encounter artifacts of historical
or archeological significance, the operations shall be temporarily discontinued.
At the direction of the Engineer, the Contractor shall excavate the site in such
a manner as to preserve the artifacts encountered and allow for their removal.
Such excavation will be paid for as extra work.
Those areas outside of the pavement areas in which the top layer of soil material
has become compacted, by hauling or other activities of the Contractor, shall
be scarified and disked to a depth of 4 inches in order to loosen and pulverize
the soil.
If it is necessary to interrupt existing surface drainage, sewers or under-
drainage, conduits, utilities or similar underground structures, the Contractor
shall be responsible for and shall take all necessary precautions to preserve
them or provide temporary services. When such facilities are encountered, the
Contractor shall notify the Engineer, who shall arrange for their removal if
necessary. The Contractor shall, at his/her own expense, satisfactorily repair
or pay the cost of all damage to such facilities or structures which may result
from any of the Contractor's operations during the period of the Contract.
152-3.2 Excavation: No excavation shall be started until the work has been
staked out by the Contractor and the Engineer has obtained elevations and
measurements of the ground surface. All suitable excavated material shall be
SPECIAL PROVISIONS
ITEM P-152 - EXCAVATION AND EMBANKMENT
152-3. CONSTRUCTION METHODS. (Continued)
152-3.2 Excavation: (Continued)
used -n the formation of embankment, subgrade or for other purposes shown on the
Plans. All unsuitable material shall be disposed of as shown on the Plans.
When the volume of the excavation exceeds that required to construct the
embankments to the grades indicated, the excess shall be used to grade the areas
of ultimate development or disposed of as directed. When the volume of
excavation is not sufficient for constructing the fill to the grades indicated,
the deficiency shall be obtained from borrow areas.
The grade shall be maintained so that the surface is well drained at all times.
When necessary, temporary drains and drainage ditches shall be installed to
intercept or divert surface water which may affect the work.
(a) Selective Grading: When selective grading is indicated on the Plans, the
more suitable material as designated by the Engineer shall be used in
constructing the embankment or in capping the pavement subgrade. If, at
the time of excavation, it is not possible to place this material in its
final location, it shall be stockpiled in approved areas.
(b) Undercutting: Rock, shale, hardpan, loose rock, boulders or other material
unsatisfactory for runway safety areas, subgrades, roads, shoulders or any
areas intended for turfing, shall be excavated to a minimum depth of 12
inches, or to the depth specified by the Engineer, below the subgrade.
Muck, peat, matted roots or other yielding material unsatisfactory for
subgrade foundation, shall be removed to the depth specified. Unsuitable
materials shall be disposed of at location shown on the Plans. This
excavated material shall be paid for at the Contract unit price per cubic
yard for common excavation or rock excavation, as determined by the
Engineer. The excavated area shall be refilled with suitable material
obtained from the grading operations or borrow areas and thoroughly
compacted by rolling. The necessary refilling will constitute a part of
the embankment. Where rock cuts are made and refilled with selected
material, any pockets created in the rock surface shall be drained in
accordance with the details shown on the Plans.
(c) Overbreak: Overbreak, including slides, is that portion of any material
displaced or loosened beyond the finished work as planned or authorized
by the Engineer. The Engineer shall determine if the displacement of such
material was unavoidable and his/her decision shall be final. All over -
break shall be graded or removed by the Contractor and disposed of as
directed. However, payment will not be made for the removal and disposal
of overbreak which the Engineer determines as avoidable. Unavoidable
overbreak will be classified as common excavation.
(d) Removal of Utilities: The removal of existing structures and utilities
required to permit the orderly progress of work will be accomplished by
someone other than the Contractor, e.g., the utility unless otherwise shown
SPECIAL PROVISIONS
ITEM P-152 - EXCAVATION AND EMBANKMENT
152-3. CONSTRUCTION METHODS. (Continued)
152-3.2 Excavation: (Continued)
on the Plans. All existing foundations shall be excavated for at least
2 feet below the top of subgrade, or as indicated on the Plans, and the
material disposed of as directed. All foundations thus excavated shall
be backfilled with suitable materials and compacted as specified herein.
(e) Compaction Requirements: The subgrade under areas to be paved shall be
compacted in accordance with the following applicable requirements:
For subgrades under flexible pavements in cut sections, the top 6
inches shall be compacted to a density of not less than 95 percent
for cohesive soils or 100 percent for noncohesive soils of the
maximum density as determined by ASTM D698. For fill sections, the
subgrade shall be compacted for the entire depth of the fill to a
density of not less than 95 percent for cohesive soils or 100 percent
for noncohesive soils of the maximum density as determined by ASTM
D698.
- For subgrades under rigid pavements in cut sections, the top 6 inches
shall be compacted to a density of not less than 90. percent for
cohesive soils of the maximum density as.determined by ASTM D698.
For cut sections in noncohesive soils, the top 6 inches of the
subgrade shall be compacted to a density of not less than 100 percent
of the maximum density and the next 18 inches of the subgrade
compacted to a density of not less than 95 percent of the maximum
density as determined by ASTM D698. For cohesive soils used in fill
sections, the entire depth of the fill shall be compacted to a
density of not less than 90 percent of the maximum density as
determined by ASTM D698 and for noncohesive soils used in fill
sections, the top 6 inches shall be compacted to a density of not
less than 100 percent of the maximum density and the remainder of
the fill compacted to a density of not less than 95 percent of the
maximum density as determined by ASTM D698.
The above compaction requirements are suitable for aircraft with gross
weights of 60,000 pounds or less and apply when no subgrade compaction
requirements are shown on the Plans. Compaction requirements for pavements
constructed for aircraft with gross weights greater than 60,000 pounds
shall be compacted to the percentages of the maximum density as determined
by ASTM D1557 shown on the Plans.
The in-place field density shall be determined in accordance with ASTM D1556 or
ASTM D2167. Stones or rock fragments larger than 4 inches in their greatest
dimension will not be permitted in the top 6 inches of the subgrade. The
finished grading operations, conforming to the typical cross section, shall be
completed and maintained at least 1,000 feet ahead of the paving operations or
as directed by the Engineer.
SPECIAL PROVISIONS
ITEM P-152 - EXCAVATION AND EMBANKMENT
152-3. CONSTRUCTION METHODS. (Continued)
152-3.2 Excavation: (Continued)
In .uts, all loose or protruding rocks on the back slopes shall be barred loose
or otherwise removed to line of finished grade of slope. All cut -and -fill slopes
shall be uniformly dressed to the slope, cross section and alignment shown on
the Plans or as directed by the Engineer.
Blasting will be permitted only when proper precautions are taken for the safety
of all persons, the work and the property. All damage done to the work or
property shall be repaired at the Contractor's expense. All operations of the
Contractor in connection with the transportation, storage and use of explosives
shall conform to all State and local regulations and explosive manufacturers
instructions, with applicable approved permits reviewed by the Engineer. Any
approval given, however, will not relieve the Contractor of his responsibility
in blasting operations.
Where blasting is approved, the Contractor shall employ a vibration consultant,
approved by the Engineer, to advise on explosive charge weights per delay and
to analyze records from seismograph recordings. The seismograph shall be capable
of producing a permanent record of the three components of the motion in terms
of particle velocity and in addition,- shall be capable of internal dynamic
calibration.
In each distinct blasting area, where pertinent factors affecting blast
vibrations and their effects in the area remain the same, the Contractor shall
submit a blasting plan of the initial blasts to the Engineer for approval. This
plan must consist of hole size, depth, spacing, burden, type of explosives, type
of delay sequence, maximum amount of explosive on any one delay period, depth
of rock and depth of overburden, if any. The maximum explosive charge weights
per delay included in the plan shall not be increased without the approval of
the Engineer.
The Contractor shall keep a record of each blast fired; its date, time and
location, the amount of explosives used, maximum explosive charge weight per
delay period and where necessary, seismograph records identified by instrument
number and location. These records shall be made available to the Engineer on
a monthly basis or in tabulated form at other times as required.
152-3.3 Borrow Excavation: Borrow area(s) within the Airport property are
indicated on the Plans. Borrow excavation shall be made only at these designated
locations and within the horizontal and vertical limits as staked or as directed.
When borrow sources are outside the boundaries of the Airport property, it shall
be the Contractor's responsibility to locate and obtain the supply, subject to
the approval of the Engineer. The Contractor shall notify the Engineer at least
fifteen (15) days prior to beginning the excavation so necessary measurements
and tests can be made. All unsuitable material shall be disposed of by the
Contractor. All borrow pits shall be opened up to expose the vertical face of
various strata of acceptable material to enable obtaining a uniform product.
SPECIAL PROVISIONS
ITEM P-152 - EXCAVATION AND EMBANKMENT
152-3. CONSTRUCTION METHODS. (Continued)
152-3.3 Borrow Excavation: (Continued)
Borrow pits shall be excavated to regular lines to permit accurate measurements
and they shall be drained and left in a neat, presentable condition with all
slopes dressed uniformly.
152-3.4 Drainage Excavation: Drainage excavation shall consist of excavating
for drainage ditches such as intercepting, inlet or outlet; for temporary levee
construction; or for any other type as designed or as shown on the Plans. The
work shall be performed in the proper sequence with the other construction. All
satisfactory material shall be placed in fills. Unsuitable material shall be
placed in waste areas or as directed. Intercepting ditches shall be constructed
prior to starting adjacent excavation operations. All necessary work shall be
performed to secure a finish true -to -line elevation and cross section.
The Contractor shall maintain ditches constructed on the Project to the required
cross section and shall keep them free of debris or obstructions until the
Project is accepted.
152-3.5 Preparation of Embankment Area: Where an embankment is to be
constructed to a height of 4 feet or less, all sod and vegetable matter shall
be removed from the surface upon which the embankment is to be placed and the
cleared surface shall be completely broken up by plowing or scarifying to a
minimum depth of 6 inches. This area shall then be compacted as indicated in
Paragraph 3.6. When the height of fill is greater than 4 feet, sod not required
to be removed shall be thoroughly disked and recompacted to the density of the
surrounding ground before construction of embankment.
Where embankments are to be placed on natural slopes steeper than 3 to 1,
horizontal benches shall be constructed as shown on the Plans.
No direct payment will be made for the work performed under this section. The
necessary clearing and grubbing and the quantity of excavation removed will be
paid for under the respective items of work.
152-3.6 Formation of Embankments: Embankments shall be formed in successive
horizontal layers of not more than 8 inches in loose depth for the full width
of the cross section, unless otherwise approved by the Engineer.
The grading operations shall be conducted, and the various soil strata shall be
placed, to produce a soil structure as shown on the typical cross section or as
directed. Materials such as brush, hedge, roots, stumps, grass and other organic
matter, shall not be incorporated or buried in the embankment.
Operations on earthwork shall be suspended at any time when satisfactory results
cannot be obtained because of rain, freezing or other unsatisfactory conditions
of the field. The Contractor shall drag, blade or slope the embankment to
provide proper surface drainage. The material in the layer shall be within ±2
percent of optimum moisture content before rolling to obtain the prescribed
SPECIAL PROVISIONS
ITEM P-152 - EXCAVATION AND EMBANKMENT
152-3. CONSTRUCTION METHODS. (Continued)
152-3.6 Formation of Embankments: (Continued)
rnmpaction. In order to achieve a uniform moisture content throughout the layer,
wetting or drying of the material and manipulation shall be required when
necessary. Should the material be too wet to permit proper compaction or
rolling, all work on all of the affected portions of the embankment shall be
delayed until the material has dried to the required moisture content.
Sprinkling of dry material to obtain the proper moisture content shall be done
with approved equipment that will sufficiently distribute the water. Sufficient
equipment to furnish the required water shall be available at all times. Samples
of all embankment materials for testing, both before and after placement and
compaction, will be taken as a minimum for each 1,000 cubic yards of material
placed per layer or other appropriate frequencies as determined by the Engineer.
Based on these tests, the Contractor shall make the necessary corrections and
adjustments in methods, materials or moisture content in order to achieve the
correct embankment density.
Rolling operations shall be continued until the embankment is compacted to not
less than 95 percent of maximum density for noncohesive soils and 90 percent of
maximum density for cohesive soils, as determined by ASTM D698 for areas
designated to serve aircraft with gross weights of 60,000 pounds or less or ASTM
D1557 for areas designated to serve aircraft with gross weights greater than
60,000 pounds. Under all areas to be paved, the embankments shall be compacted
as specified under Section 152-3.2(e).
The in-place field density shall be determined in accordance with ASTM D1556 or
ASTM D2167.
Compaction areas shall be kept separate and no layer shall be covered by another
until the proper density is obtained.
During construction of the embankment, the Contractor shall route his equipment
at all times, both when loaded and when empty, over the layers as they are placed
and shall distribute the travel evenly over the entire width of the embankment.
The equipment shall be operated in such a manner that hardpan, cemented gravel,
clay or other chunky soil material will be broken up into small particles and
become incorporated with the other material in the layer.
In the construction of embankments, layer placement shall begin in the deepest
portion of the fill. As placement progresses, layers shall be constructed
approximately parallel to the finished pavement grade line.
When rock and other embankment material are excavated at approximately the same
time, the rock shall be incorporated into the outer portion of the embankment
and the other material shall be incorporated under the future paved areas.
Stones or fragmentary rock larger than 4 inches in their greatest dimensions will
not be allowed in the top 6 inches of the subgrade. Rockfill shall be brought
up in layers as specified or as directed and every effort shall be exerted to
fill the voids with the finer material forming a dense, compact mass. Rock or
SPECIAL PROVISIONS
ITEM P-152 - EXCAVATION AND EMBANKMENT
152-3. CONSTRUCTION METHODS. (Continued)
152-3.6 Formation of Embankments: (Continued)
boulders shall not be disposed of outside the excavation or embankment areas,
except at places and in the manner designated by the Engineer.
When the excavated material consists predominantly of rock fragments of such size
that the material cannot be placed in layers of the prescribed thickness without
crushing, pulverizing or further breaking down the pieces, such material may be
placed in the embankment as directed in layers not exceeding 2 feet in thickness.
Each layer shall be leveled and smoothed with suitable leveling equipment and
by distribution of spalls and finer fragments of rock. These type lifts shall
not be constructed above an elevation 4 feet below the finished subgrade.
Density requirements will not apply to portions of embankments constructed of
materials which cannot be tested in accordance with specified methods.
Frozen material shall not be placed in the embankment nor shall embankment be
placed upon frozen material.
There will be no separate measurement or payment for compacted embankment and
all costs incidental to placing in layers, compacting, disking, watering, mixing,
sloping and other necessary operations for construction of embankments will be
included in -the contract price for excavation, borrow or other items.
152-3.7 Finishing and Protection of Subgrade: After the subgrade has been
substantially completed, the full width shall be conditioned by removing any soft
or other unstable material which will not compact properly. The resulting areas
and all other low areas, holes or depressions shall be brought to grade with
suitable select material. Scarifying, blading, rolling and other methods shall
be performed to provide a thoroughly compacted subgrade shaped to the lines and
grades shown on the Plans.
Grading of the subgrade shall be performed so that it will drain readily. The
Contractor shall take all precautions necessary to protect the subgrade from
damage. He/she shall limit hauling over the finished subgrade to that which is
essential for construction purposes.
All ruts or rough places that develop in a completed subgrade shall be smoothed
and recompacted.
No subbase, base or surface course shall be placed on the subgrade until the
subgrade has been approved by the Engineer.
152-3.8 Haul: All hauling will be considered a necessary and incidental part
of the work. Its cost shall be considered by the Contractor and included in the
Contract unit price for the pay of items of work involved. No payment will be
made separately or directly for hauling on any part of the work.
SPECIAL PROVISIONS
ITEM P-152 - EXCAVATION AND EMBANKMENT
152-3. CONSTRUCTION METHODS. (Continued)
152-3.9 Tolerances: In those areas upon which a subbase or base course is to
De placed, the top of the subgrade shall be of such smoothness that, when tested
with a 16 -foot straightedge applied parallel and at right angles to the
centerline, it shall not show any deviation in excess of 1/2 -inch or shall not
be more than 0.05 -foot from true grade as established by grade hubs or pins.
Any deviation in excess of these amounts shall be corrected by loosening, adding
or removing materials; reshaping; and recompacting by sprinkling and rolling.
On runway safety areas, intermediate and other designated areas, the surface
shall be of such smoothness that it will not vary more than 0.10 -foot from true
grade as established by grade hubs. Any deviation in excess of this amount shall
be corrected by loosening, adding or removing materials and reshaping.
152-3.10 Topsoil: When topsoil is specified or required as shown on the Plans
or under Item T- 905, it shall be salvaged from stripping or other grading
operations. The topsoil shall meet the requirements of Item T- 905. If, at the
time of excavation or stripping, the topsoil cannot be placed in its proper and
final section of finished construction, the material shall be stockpiled at
approved locations. Stockpiles shall not be placed within runway or taxiway
safety area limits and shall not be placed on areas which subsequently will
require any excavation or embankment.
If, in the judgement of the Engineer, it is practical to place the salvaged
topsoil at the time of excavation or stripping, the material shall be placed in
its final position without stockpiling or further rehandling.
Upon completion of grading operations, stockpiled topsoil shall be handled and
placed as directed or as required in Item T- 905.
Payment will be made for topsoil under Item P- 152. The quantity removed and
placed directly or stockpiled and later placed shall be paid for at the Contract
unit price per cubic yard under Common Excavation. Excess topsoil from the
stockpile not utilized in the finished work shall be placed in locations on the
site or disposed of as approved by the Engineer and shall be paid for at the
Contract unit price for common excavation.
152-3.11 Removal of Water: Removal of water, if encountered, shall be in
accordance with the Removal of Water Section of the General Provisions. Perform-
ance of the work described in this section is not payable directly, but shall
be considered as a subsidiary obligation of the Contractor and included in the
Contract price for the pay items of work involved.
152-4. METHOD OF MEASUREMENT.
152-4.1: Measurement will be made on a lump sum basis for all excavations as
shown on the plans, including the off-site disposal of all spoil materials and
placement of topsoil.
SPECIAL PROVISIONS
ITEM P-152 - EXCAVATION AND EMBANKMENT
152-4. METHOD OF MEASUREMENT. (Continued)
152-4.2: The quantity of pavement excavation to be paid for shall be the number
of square yards of bituminous concrete and/or portland cement concrete, including
stabilized base or subbase material, measured in its original position.
Unstabilized bases and subbases shall be included under common excavation.
152-5. BASIS OF PAYMENT.
152-5.1: For excavation, payment shall be made at the Contract lump sum price.
No payment will be made for rehandling of stockpiled materials. This price shall
be full compensation for furnishing all materials, labor, equipment, tools and
incidentals necessary to complete the item.
152-5.2: For pavement excavation, payment shall be made at the Contract unit
price per square yard. This price shall be full compensation for furnishing all
materials, labor, equipment, tools and incidentals necessary to complete the
item.
Payment will be made under:
Item P-152-5.1 - Common Excavation - Lump Sum
Item P-152-5.1 - Removal of Earth from Runway Surface - Lump Sum
Item P-152-5.2 - Pavement Excavation
- per square yard
TESTING REQUIREMENTS
ASTM D698 Tests for Moisture -Density Relations of Soils
and Soil -Aggregate Mixtures, Using 5.5 -pound Rammer and 12 -
inch Drop
ASTM D1556 Test for Density of Soil In -Place by the Sand
Cone Method
ASTM D1557 Tests for Moisture -Density Relations of Soils
and Soil -Aggregate Mixtures, Using a 10 -pound Rammer and 18 -
inch Drop
ASTM D2167 Test for Density of Soil In -Place by the
Rubber Balloon Method
SPECIAL PROVISIONS
ITEM P-612 - FIEtD OFFICE
612-1. DESCRIPTION.
612-1.1: This item shall consist of providing, furnishing and
maintaining an Engineer's Field Office for the exclusive use of
and occupancy by the Consultant field engineers.
612-2. FIELD OFFICE.
612-2.1: The field office shall meet the requirements of the
New York State Department of Transportation Standard Specifi-
cations, dated January 2, 1985, plus all revisions and addenda
pertaining thereto, Section 637 and shall be a Type "A" Engi-
neer's Office.
612-2.2 Furnishing Existing Facilities and Buildings: The
Contractor may furnish equivalent facilities in existing build-
ings provided such facilities and buildings are located to
provide convenient service and provided that the building loca-
tion and facilities are approved by the Engineer in writing.
612-3. METHOD -OF MEASUREMENT.
612-3.1: Payment will be made at the lump sum price bid for the
field office.
612-4. BASIS OF PAYMENT.
612-4.1: The lump sum price bid shall include the cost of all
labor, material, equipment, utility charges and all incidentals
necessary to complete this item.
Partial payments may be made at the discretion of the Engineer as
the work progresses.
Payment will be made under:
Item P-612-4.1 - Field Office - Lump Sum
SPECIAL PROVISIONS
ITEM P-620 - RUNWAY AND TAXIWAY PAINTING
620-1. DESCRIPTION.
620-1.1: This item shall consist of the painting of numbers, markings, and
stripes, and black paint over existing markings as required on the surface of
runways and taxiways applied in accordance with these specifications and at the
locations shown on the Contract Drawings, or as directed by the Engineer.
620-2. MATERIALS.
620-2.1 Paint: White and yellow paint shall meet the requirements of Federal
Specification TT -P-85. Black paint shall meet the requirements of Federal
Specification TT -P- 110. Paint will be used without reflective media, unless
otherwise shown or specified.
620-2.2 Reflective Media: Glass spheres, if required, shall meet the
requirements of Federal Specification TT- B- 1325, Type III, gradation A.
620-3. Submittals and Certifications
620-3.1: Submittals of "Shop and Setting Drawings", "Working Drawings",
"Catalogue Data" and "Certifications" for review shall be submitted in accor-
dance with appropriate sections of the General Provisions. Submittals. and
Certifications required are as follows:
Catalog Data and Certification showing that the material meets the
requirements specified.
620-4. CONSTRUCTION METHODS.
620-4.1 Weather Limitations: The painting shall be performed only upon a dry
surface, when the atmospheric temperature is above 45 degrees F (7 degrees C),
and when the weather is not foggy or windy. The suitability of the weather will
be determined by the Engineer.
620-4.2 Equipment: All equipment for the work shall be approved by the
Engineer and shall include the apparatus necessary to properly clean the existing
surface, a mechanical marking machine, and such auxiliary hand painting equipment
as may be necessary to satisfactorily complete the job.
The mechanical marker shall be an atomizing spray -type marking machine suitable
for application of traffic paint. It shall produce an even and uniform film
thickness at the required coverage and shall be designed so as to apply markings
of uniform cross sections and clear-cut edges without running or spattering.
SPECIAL PROVISIONS
ITEM P-620 - RUNWAY AND TAXIWAY PAINTING
620-4. CONSTRUCTION METHODS. (Continued)
620-4.3 Preparation of Surface: Immediately before application of the paint,
the surface shall be dry and free from dirt, grease, oil, laitance, or other
foreign material which would reduce the bond between the paint and the pavement.
The area to be painted shall be cleaned by sweeping and blowing or by other
methods as required to remove all dirt, laitance, and loose materials.
Existing markings to be abandoned shall be covered with black paint.
Paint shall not be applied to portland cement concrete pavement until the
concrete in the areas to be painted is clean of curing material. Sand blasting
or high pressure water shall be used to remove curing material from concrete
surfaces.
620-4.4 Layout of Markings: On those sections of pavement where no previously
applied markings are available to serve as a guide, the proposed markings shall
be laid out in advance of the paint application.
620-4.5 Application: Markings shall be applied at the locations and to the
dimensions and spacing shown on the plans. Paint shall not be applied until the
layout.and condition of the surface have been approved by the Engineer.
The paint shall be mixed in accordance with the manufacturer's instructions and
applied to the pavement with a marking machine at the following rates:
Federal Specification No
TT -P-85
TT -P-1952
TT -P-110
The addition of thinners will not be permitted.
Application Rate
100-110 s.f. per gallon
100-110 s.f. per gallon
100-110 s.f. per gallon
The following periods shall elapse between placement of a bituminous surface
course or seal coat and application rate unless otherwise approved by the
Engineer.
Federal Specification No
TT -P-85
TT -P-1952
TT -P-110
Time Period
30 days
24 hours
30 days
SPECIAL PROVISIONS
ITEM P-620 - RUNWAY AND TAXIWAY PAINTING
620-4. CONSTRUCTION METHODS. (Continued)
620-4.5 Application: (Continued)
The edges of the markings shall not vary from a straight line more than 1/2 -inch
in 50 feet and the dimensions shall be within a tolerance of plus or minus five
percent (5%). Glass spheres, if required, shall be distributed to the surface
of the marked
areas immediately after application of the paint. A dispenser shall be furnished
which is properly designed for attachment to the marking machine and suitable
for dispensing glass spheres. The spheres shall be applied at the rate of ten
(10) pounds per gallon of paint.
The Contractor shall furnish certified test reports for the materials shipped
to the project. The reports shall not be interpreted as a basis for final
acceptance. The Contractor shall notify the Engineer upon arrival of a shipment
of paint to the job site. All emptied containers shall be returned to the paint
storage area for checking by the Engineer. The containers shall not be removed
from the airport or destroyed until authorized by the Engineer.
620-4.6 Protection: After application of the paint, all markings shall be
protected from damage until the paint is dry. All surfaces shall be protected.
from disfiguration by spatter, splashes, spillage, or drippings of paint.
620-5. METHOD OF MEASUREMENT.
620-5.1: The quantity of runway painting to be paid for shall be the number of
square feet of paint complete in place', all performed in accordance with the
specifications and accepted by the Engineer.
620-6. BASIS OF PAYMENT.
620-6.1: Payment shall be made at the Contract unit price per square foot for
runway painting. This price shall be full compensation for furnishing all
materials and for all labor, equipment, tools, and incidentals necessary to
complete the item.
Payment will be made under:
Item P-620-6.1 - Runway & Taxiway Painting - per Square Foot
SPECIAL PROVISIONS
ITEM P-620 - RUNWAY AND TAXIWAY PAINTING
TESTING AND MATERIAL REQUIREMENTS
TEST AND SHORT TITLE MATERIAL AND SHORT TITLE
None
1/ Federal Specification
1/ TT -P-85 - Paint, Traffic:
Reflectorized for Airfield Runway Marking
(Drop -On Type)
1/ TT -P-1952 - Paint Traffic
and Airfield Marking, Acrylic
Emulsion
1/ TT -P-110 - Paint, Traffic: Black (Non-
Reflectorized)
1/ TT -B-1325 - Beads (Glass Spheres), Retro -
Reflective
SPECIAL PROVISIONS
ITEM P-640 - DEMOLITION
640-1. DESCRIPTION.
640-1.1: This item shall consist of the demolition of structural, mechanical,
electrical, and plumbing elements and appurtenances, as shown on the Contract
Drawings. All demolition material are to be disposed of off-site.
640-2. MATERIALS.
Not used.
640-3. SUBMITTALS AND CERTIFICATIONS
640-3.1: The following item shall be submitted in accordance with the
appropriate sections of the General Provisions:
A. Demolition and Removal procedures and schedule.
640-4. CONSTRUCTION METHODS.
640-4.1 Existing Conditions:
A. Structural and other conditions will be verified with the Engineer
before proceeding with demolition work." Inspect structures prior to
start of work and notify the Engineer, in writing, of any hazardous
conditions.
B. Protect and safeguard from damage all existing structural systems,
equipment and finishes that will remain. Contractor shall be
responsible for any damage to structures, appurtenances or the
landscape not scheduled for demolition work.
640-4.2 Preparation:
A. '
Conduct
demolition
to minimize interference with adjacent structures.
B.
Provide,
erect and
maintain temporary barriers and security devices.
C. Prevent movement or settlement of adjacent structures. Provide bracing
and shoring.
D. Protect existing landscaping materials appurtenances, and structures
which are not to be demolished.
E. Disconnect, remove and secure all utility lines within demolition
areas.
F. Mark location of disconnected utilities. Identify utilities and
indicate disconnection locations on Project Record Documents.
SPECIAL PROVISIONS
ITEM P-640 - DEMOLITION
640-4.3 Procedure and Timing:
A. Procedure
The work shall be executed in an orderly and careful manner with due
consideration for operation of the Airport.
640-4.4 Execution:
A. Demolish indicated structures and appurtenances in an orderly and
careful manner.
B. Cease operations and notify Engineer immediately if adjacent structures
appear to be endangered. Do not resume operations until corrective
measures have been taken.
C. Except where noted otherwise, immediately remove demolished material
from site.
D. Remove and promptly dispose of contaminated, vermin infested, or
dangerous materials encountered.
E. The building indicated on the plans shall be completely demolished.
The concrete slab or grade shall remain upon completion of the
demolition.
F. Keep work sprinkled with water to minimize dust. Provide hoses and
watermain or hydrant connections for this purpose.
G. Backfill areas excavated, open pits and holes caused as a result of
demolition. Use suitable approved materials as fill.
H. Rough grade and compact areas affected by demolition to maintain site
grades and contours.
I. Remove demolished materials from site as work progresses. Leave site
in clean condition.
J. Do not use explosives without written approval of the Engineer.
K. Restore all areas disturbed as a result of the demolition to a
condition equal to, or better than original condition.
640-5. METHOD OF MEASUREMENT
640-5.1: Measurement will be made on a lump sum basis for the complete building
demolition including the off-site disposal of all waste materials and restoration
of surfaces disturbed.
SPECIAL PROVISIONS
ITEM P-640 - DEMOLITION
640-6. BASIS OF PAYMENT.
640-6.1: Payment will be made on a lump sum basis for the complete demolition
of the building. This price shall be full co,apensation for furnishing all labor,
equipment, tools, and incidentals necessary to complete the item.
Payment will be under:
Item P-640-6.1 - Building Demolition - Lump Sum
SPECIAL PROVISIONS
ITEM T-901 - SEEDING
901-1. DESCRIPTION.
901-1.1: Seeding and related operations, including liming and fertilizing,
shall be performed in all areas outside the limits of the pavement where
existing growth has been covered or removed or disturbed by stripping,
grading, ditching or other construction operations as shown on the Plans or as
directed by the Engineer in accordance with these Specifications.
901-2. MATERIALS.
901-2.1 Seed: The kinds of grass, legume and cover -crop seed furnished
shall be those stipulated herein. Seed shall conform to the requirements of
Federal Specification JJJ-S-181.
Seed shall be furnished separately or in mixtures in standard containers with
the seed name, lot number, net weight, percentages of purity and of
germination and hard seed, and percentage of maximum weed seed content clearly
marked for each kind of seed. The Contractor shall furnish the Engineer
duplicate signed copies of a statement by the vendor certifying that each lot
of seed has been tested by a recognized laboratory for seed testing within six
(.6) months of date of delivery. This statement shall include: name and
address of laboratory, date of test, lot number of each kind of seed and the
results of tests as to name, percentages of purity and of germination, and
percentage of weed content for each kind of seed furnished, and, in the case
of a mixture, the proportions of each kind of seed.
Areas to be seeded shall be tilled to a depth of 5 inches. Grass seed shall
be fresh, recleaned seed of the latest crop. The seed mixture specified below
is based on percentage of pure seed (purety exgermination). The exact
quantity of bulk seed used will depend on the grade of seed available. The
tolerance for P.L.S. shall be those called official and tabulated on pages 22
and 23, United States Department of Agriculture Services and Regulatory
Announcement No. 156.
Seed: Fresh, clean, new crop delivered unopened, bearing guaranteed analysis.
Percent Percent Percent
By Weight Variety Purity Germination
55 Kentucky Blue Grass 85 80
30 Red Fescue 95 90
15 Perennial Rye Grass 95 85
SPECIAL PROVISIONS
ITEM T-901 - SEEDING
901-2. MATERIALS. (Continued)
901-2.2 Fertilizer: Complete, partially organic, containing by weight:
Nitrogen 10%
Phosphorous 6%
Potash 4%
901-3. SUBMITTALS AND CERTIFICATIONS.
901-3.1: Submittals of "Shop and Setting Drawings", "Working Drawings",
"Catalogue Data" and "Certifications" for review shall be submitted in
accordance with appropriate sections of the General Provisions. Submittal
and Certifications required are as follows:
Catalogue data and certification
percent by weight, percent purity
requirements specified.
showing that the seed mixture
and percent germination meet the
Catalogue data and cerification showing that the guaranteed
analysis of fertilizer meets the requirements specified.
901-4. CONSTRUCTION METHODS.
901-4.1 Advance Preparation and Cleanup: After grading of areas has been
completed and before applying fertilizer and ground limestone, areas to be
seeded shall be raked or otherwise cleared of stones larger than 1 inch in any
diameter, sticks, stumps and other debris which might interfere with sowing of
seed, growth of grasses or subsequent maintenance of grass -covered areas. If
any damage by erosion or other causes has occurred after the completion of
grading and before beginning the application of fertilizer and ground
limestone, the Contractor shall repair such damage. This may include filling
gullies, smoothing irregularities and repairing other incidental damage.
An area to be seeded shall be considered a satisfactory seedbed without
additional treatment if it has recently been thoroughly loosened and worked to
a depth of not less than 5 inches as a result of grading operations and, if
immediately prior to seeding, the top 3 inches of soil is loose, friable,
reasonably free from large clods, rocks, large roots or other undesirable
matter and if shaped to the required grade.
However, when the area to be seeded is sparsely sodded, weedy, barren and
unworked or packed and hard, any grass and weeds shall first be cut or
otherwise satisfactorily disposed of, and the soil then scarified or otherwise
loosened to a depth not less than 5 inches. Clods shall be broken and the top
3 inches of soil shall be worked into a satisfactory seedbed by discing or by
use of cultipackers, rollers, drags, harrows or other appropriate means.
SPECIAL PROVISIONS
ITEM T-901 - SEEDING
901-4. CONSTRUCTION METHODS. (Continued)
901-4.2 Planting Season: April 1 to May 15; August 15 to September 15
unless otherwise approved by the Engineer. The Contractor shall seed all
areas damaged by his operations.
901-4.3 Fertilizing: Fertilizer shall be applied at the rate of 20 pounds
commercial 10- 6- 4 per 1,000 square feet, worked lightly into top 3 inches of
topsoil.
901-4.4 Seeding Mixture: The seed mixture shall be spread at the rate of 6
pounds per 1,000 square feet, utilizing one of the following methods:
901-4.4.1 Dry Application Method:
A. Fertilizing: Following advance preparations and cleanup, and
liming if required, fertilizer shall be uniformly spread at the
rate which will provide not less than the minimum quantity
specified.
B. Seeding: Grass seed shall be sown at the rate specified
immediately after fertilizing and the fertilizer and seed shall be
raked within the depth range stated herein. Seeds of legumes,
either alone or in mixtures, shall be inoculated before mixing or
sowing, in accordance with the instructions of the manufacturer of
the inoculant. When seeding is required at other than the seasons
shown on the Plans or in the Specifications, a cover crop shall be
sown by the same methods required for grass and legume seeding.
C. Rolling: After the seed has been properly covered, the seedbed
shall be immediately compacted by means of an approved lawn
roller, weighing 40 to 65 pounds per foot of width for clay soil
(or any soil having a tendency to pack) and weighing 150 to 200
pounds per foot of width for sandy or light soils.
901-4.4.2 Wet Application Method:
A. General: The Contractor may elect to apply seed and fertilizer
(and lime, if required) by spraying them on the previously
prepared seedbed in the form of an aqueous mixture and by using
the methods and equipment described herein. The rates of
application shall be as specified.
B. Spraying Equipment: The spraying equipment shall have a container
or water tank equipped with a liquid level gauge calibrated to
read in increments not larger than 50 gallons over the entire
range of the tank capacity, mounted so as to be visible to the
nozzle operator. The container or tank shall also be equipped
with a mechanical power -driven agitator capable of keeping all the
solids in the mixture in complete suspension at all times until
used.
SPECIAL PROVISIONS
ITEM T-901-- SEEDING
901-4. CONSTRUCTION METHODS. (Continued)
901-4.4 Seeding Mixture: (Continued)
901-4.4.2 Wet Application Method: (Continued)
The unit shall also be equipped with a pressure pump capable of
delivering 100 gallons per minute at a pressure of 100 pounds per
square inch. The pump shall be mounted in a line which will
recirculate the mixture through the tank whenever it is not being
sprayed from the nozzle. All pump passages and pipelines shall be
capable of providing clearance for 5/8 -inch solids. The power
unit for the pump and agitator shall have controls mounted so as
to be accessible to the nozzle operator. There shall be an
indicating pressure gauge connected and mounted immediately at the
back of the nozzle.
The nozzle pipe shall be mounted on an elevated supporting stand
in such a manner that it can be rotated through 360 degrees
horizontally and inclined vertically from at least 20 degrees
below to at least 60 degrees above the horizontal. There shall be
a quick -acting, three-way control valve connecting the
recirculating line to the nozzle pipe and mounted so that the
nozzle operator can control and regulate the amount of flow of
mixture delivered to the nozzle. At least three different types
of nozzles shall be supplied so that mixtures may be properly
sprayed over distance varying from 20 feet to 100 feet. One shall
be a close -range ribbon nozzle, one a medium -range ribbon nozzle
and one a long-range jet nozzle. For ease of removal and clean-
ing, all nozzles shall be connected to the nozzle pipe by means of
quick -release couplings.
In order to reach areas inaccessible to the regular equipment, an
extension hose at least 50 feet in length shall be provided to
which the nozzles may be connected.
C. Mixtures: Lime, if required, shall be applied separately, in the
quantity specified, prior to the fertilizing and seeding
operations. Not more than 220 pounds of lime shall be added to
and mixed with each 100 gallons of water. Seed and fertilizer
shall be mixed together in the relative proportions specified, but
not more than a total of 220 pounds of these combined solids shall
be added to and mixed with each 100 gallons of water.
SPECIAL PROVISIONS
ITEM T-901 - SEEDING
901-4. CONSTRUCTION METHODS. (Continued)
901-4.4 Seeding Mixture: (Continued)
901-4.4.2 Wet Application Method: (Continued)
All water used shall be obtained from fresh water sources and
shall be free from injurious chemicals and other toxic substances
harmful to plant life. Brackish water shall not be used at any
time. The Contractor shall identify to the Engineer all sources
of water at least 2 weeks prior to use. The Engineer may take
samples of the water at the source or from the tank at any time
and have a laboratory test the samples for chemical and saline
content. The Contractor shall not use any water from any source
which is disapproved by the Engineer following such tests.
All mixtures shall be constantly agitated from the time they are
mixed until they are finally applied to the seedbed. All such
mixtures shall be used within 2 hours from the time they are mixed
or they shall be wasted and disposed of at locations acceptable to
the Engineer.
D. Spraying: Lime, if required, shall be sprayed only upon
previously prepared seedbeds. After the applied lime mixture has
dried, the lime shall be worked into the top 3 inches, after which
the seedbed shall again be properly graded and dressed to a smooth
finish.
Mixtures of seed and fertilizer shall only be sprayed upon
previously prepared seedbeds on which the lime, if required, shall
already have been worked in. The mixtures shall be applied by
means of a high-pressure spray which shall always be directed
upward into the air so that the mixtures will fall to the ground
like rain in a uniform spray. Nozzles or sprays shall never be
directed toward the ground in such a manner as might produce
erosion or runoff.
Particular care shall be exercised to insure that the application
is made uniformly and at the prescribed rate and to guard against
misses and overlapped areas. Proper predetermined quantities of
the mixture in accordance with specifications shall be used to
cover specified sections of known area. Checks on the rate and
uniformity of application may be made by observing the degree of
wetting of the ground or by distributing
SPECIAL PROVISIONS
ITEM T-901 - SEEDING
901-4. CONSTRUCTION METHODS. (Continued)
901-4.4 Seeding Mixture: (Continued)
901-4.4.2 Wet Application Method: (Continued)
test sheets of paper or pans over the area at intervals and
observing the quantity of material deposited thereon.
On surfaces which are to be mulched as indicated by the Plans or
designated by the Engineer, seed and fertilizer applied by the
spray method need not be raked into the soil or rolled. However,
on surfaces on which mulch is not to be used, the raking and
rolling operations will be required after the soil has dried.
901-4.5 Maintenance of Seeded Areas: The Contractor shall protect seeded
areas against traffic or other use by warning signs or barricades, as approved
by the Engineer. Surfaces gullied or otherwise damaged following seeding
shall be repaired by regrading and reseeding as directed. The Contractor
shall mow, water as directed, and otherwise maintain seeded areas in a
satisfactory condition until final inspection and acceptance of the work.
When either the dry -or wet application method outlined.above is used for work
done out of season, it will be required that the Contractor establish a good
stand of grass of uniform color and density to the satisfaction of the
Engineer. If at the time when the Contract has been otherwise completed it is
not possible to make an adequate determination of the color, density and
uniformity of such stand of grass, payment for the unaccepted portions of the
areas seeded out of season will be withheld until such time as these
requirements have been met.
901-5. METHOD OF MEASUREMENT.
901-5.1: The quantity of seeding to be paid for shall be the number of square
yards measured on the ground surface, completed and accepted.
901-6. BASIS OF PAYMENT.
901-6.1: The quantity, determined as provided above, will be paid for at the
Contract unit price per square yard, or fraction thereof, for the pay item
listed below, which price and payment shall be full compensation for
furnishing and placing all material and for all labor, equipment, tools and
incidentals necessary to complete the work prescribed in this item.
Payment will be made under:
Item 901-6.1 -Seeding - per square yard
SPECIAL PROVISIONS
ITEM T-901 - SEEDING
TESTING AND MATERIAL REQUIREMENTS
Test and Short Title Material and Short Title
None 1/JJJ-S- 181 -- Seed
!/Federal Specification
SPECIAL PROVISIONS
ITEM T-905 - TOPSOILING
905-1. DESCRIPTION.
905-1.1: This item shall consist of preparing the ground surface for topsoil
application, removing topsoil fr..m designated stockpiles or areas to be stripped
on the site or from approved sources off the site, and placing and spreading the
topsoil on prepared areas in accordance with this Specification at the locations
shown on the Plans or as directed by the Engineer.
905-2. MATERIALS.
905-2.1 Topsoil: Topsoil shall be the surface layer of soil with no admixture
of refuse or any material toxic to plant growth, and it shall be reasonably free
from subsoil and stumps, roots, brush, stones (2 inches or more in diameter),
clay lumps or similar objects. Brush and other vegetation which will not be
incorporated with the soil during handling operations shall be cut and removed.
Ordinary sods and herbaceous growth such as grass and weeds are not to be
removed but shall be thoroughly broken up and intermixed with the soil during
handling operations. The topsoil or soil mixture, unless otherwise specified
or approved, shall have a pH range of approximately 5.5 pH to 7.6 pH, when
tested in accordance with the methods of testing of the Association of Official
Agricultural Chemists in effect on the date of invitation of bids. The organic
content shall be not less than 3% nor more than 20% as determined by the wet -
combustion method (chromic acid reduction): There shall be not less than 20%
nor more than 80% of the material passing the 200 mesh sieve as determined by
the wash test in accordance with AASHTO T 11.
Natural topsoil may be amended by the Contractor with approved materials and
methods to meet the above Specifications.
905-2.2 Inspection and Tests: Within 10 days following acceptance of the bid,
the Engineer shall be notified of the source of topsoil to be furnished by the
Contractor. The topsoil shall be inspected to determine if the selected soil
meets the requirements specified and to determine the depth to which stripping
will be permitted. At this time, the Contractor may be required to take
representative soil samples from several locations within the area under
consideration and to the proposed stripping depths for testing purposes as
specified in 905- 2.1.
905-3. SUBMITTALS AND CERTIFICATIONS
905-3.1: Submittals of "Shop and Setting Drawings", "Working Drawings",
Catalogue Data" and "Certifications" for review shall be submitted in accordance
with appropriate sections of the General Provisions. Submittals and
Certifications required are as follows:
Certificate and test results showing that topsoil meets the
requirements specified
SPECIAL PROVISIONS
ITEM T-905 - TOPSOILING
905-4. CONSTRUCTION METHODS.
905-4.1 General: Areas to be topsoiled shall be shown on the Plans. If
topsoil is available on the site, the location of the stockpiles or areas to be
stripped of topsoil and the stripping depths shall be shown on the Plans.
Suitable equipment necessary for proper preparation and treatment of the ground
surface, stripping of topsoil and for handling and placing of all required
materials shall be on hand, in good condition and approved by the Engineer
before the various operations are started.
905-4.2 Preparing the Ground Surface: Immediately prior to dumping and
spreading the topsoil on any area, the surface shall be loosened by discs or
spike -tooth harrows, or by other means approved by the Engineer, to a minimum
depth of 2 inches to facilitate bonding of the topsoil to the covered subgrade
soil. The surface of the area to be topsoiled shall be cleared of all stones
larger than 2 inches in any diameter and all litter or other material which may
be detrimental to proper bonding, the rise of capillary moisture or the proper
growth of the desired planting. Limited areas, as shown on the Plans, which are
too compact to respond to these operations shall receive special scarification.
Grades on th
shown on the
grades have
surface left
condition to
pockets wher
ee area to be topsoiled, which have been established by others as
Plans, shall be maintained in a true and even condition. Where
not been established, the areas shall be smooth -graded and the
at the prescribed grades in
prevent, insofar as practical,
water will stand.
an even and properly compacted
the formation of low places or
905-4.3 Obtaining Topsoil: Prior to the stripping of topsoil from designated
areas, any vegetation briers, stumps and large roots, rubbish or stones found
on such areas, which may interfere with subsequent operations, shall be removed
using methods approved by the Engineer. Heavy sod or other cover, which cannot
be incorporated into the topsoil by discing or other means, shall be removed.
When suitable topsoil is available on the site, the Contractor shall remove this
material from the designated areas and to the depth as directed by the Engineer.
The topsoil shall be spread on areas already tilled and smooth -graded or
stockpiled in areas approved by the Engineer. Any topsoil that has been
stockpiled on the site by others and is required for topsoiling purposes
SPECIAL PROVISIONS
ITEM T-905 - TOPSOILING
905-4. CONSTRUCTION METHODS. (Continued)
905-4.3 Obtaining Topsoil: (Continued)
shall be removed and placed by the Contractor. The sites of all stockpiles and
areas adjacent thereto which have been disturbed by the Contractor shall be
graded if required and put into a condition acceptable for seeding.
Payment will be made under Item P-152, Common Excavation, for stripping,
stockpiling, rehandling and placing of all topsoil obtained on-site and used in
the finished work. Excessive topsoil not used in the finished work which has
been stripped and stockpiled will be paid for under Item P- 152 Excavation and
Embankment - Common Excavation. All topsoil not used in the finished work shall
be placed in locations on the site as designated by the Engineer.
When suitable topsoil is secured off the airport site,
locate and obtain the supply, subject to the approval
the Contractor shall
of the Engineer. The
Contractor shall notify the Engineer sufficiently in advance
order that necessary measurements and tests can be made. The
remove the topsoil from approved areas and to the depth as
topsoil shall be hauled to the site of the work and placed
spread as required. Any topsoil hauled to the site of the wo.
shall be rehandled and placed without additional compensation.
of operations in
Contractor shall
directed. The
for spreading or
rk and stockpiled
905-4.4 Placing Topsoil: The topsoil shall be evenly spread on the prepared
areas to a uniform depth as shown on the Contract Drawings after compaction.
Spreading shall not be done when the ground or topsoil is frozen, excessively
wet or otherwise in a condition detrimental to the work. Spreading shall be
carried on so that turfing operations can proceed with a minimum of soil
preparation or tilling.
After spreading, any large, stiff clods and hard lumps shall be broken with a
pulverizer or by other effective means and all stones or rocks (1 inch or more
in diameter), roots, litter or any foreign matter shall be raked up and disposed
of by the Contractor. After spreading is completed, the topsoil shall be
satisfactorily compacted by rolling with a cultipacker or by other means
approved by the Engineer. The compacted topsoil surface shall conform to the
required lines, grades and cross sections. Any topsoil or other dirt falling
upon pavements as a result of hauling or handling of topsoil shall be promptly
removed.
SPECIAL PROVISIONS
ITEM T-905 - TOPSOILING
905-5._ METHOD OF MEASUREMENT.
905-5.1: No measurement will be made for direct payment of topsoiling, as the
cost of furnishing and placing topsoil shall be considered as a subsidiary
obligation in the completion of Item P-152, Excavation and Embankment.
905-6. BASIS OF PAYMENT.
905-6.1: No payment will be made separately or directly for this item on any
part of the work unless otherwise listed in the various payment items. All
topsoiling will be considered a necessary and incidental part of the work and
its cost shall be considered by the Contractor and included in the Contract
price for Common Excavation.
TESTING AND MATERIAL REQUIREMENTS
Test and Short Title Material and Short Title
AASHTO T 11 -- Gradation None
SPECIAL PROVISIONS
ITEM T-908 - MULCHING
908-1. DESCRIPTION.
908-1.1: This item shall consist of furnishing, hauling, placing and securing
mulch on surfaces indicated on the Plans or designated by the Engineer.
908-2. MATERIALS.
908-2.1 Mulch Material: Acceptable mulch shall be the materials listed below
or any approved locally available material that is similar to those specified.
Low grade, musty, spoiled, partially rotted hay, straw or other materials unfit
for animal consumption will be acceptable. Mulch materials, which contain
matured seed of species which would volunteer and be detrimental to the proposed
overseeding or to surrounding farmland, will not be acceptable. Straw or other
mulch material which is fresh and/or excessively brittle or which is in such an
advanced stage of decomposition as to smother or retard the planted grass, will
not be acceptable.
A. Hay: Hay shall be native hay, Sudan grass hay, broomsedge hay, legume hay
or similar hay or grass clippings.
B. Straw: Straw shall be the threshed plant residue of oats, wheat, barley,
rye or rice from which grain has been removed.
C. Stalks: Stalks shall be the whole or shredded stems of corn, cane, kafir,
sorghum, broomcorn, hemp, flax, sunflowers, castor beans, potato vines,
tobacco or other coarse stemmy material.
D. Manure: Manure shall be fresh or partially decomposed strawy stable
manure containing not over 25% of solid material by volume.
E. Forest Litter: Forest litter shall be the surface layer of leaves, twigs,
needles and small branches from local woods. Forest litter shall be
removed in such a way as to avoid injury to the trees.
F. Hay Mulch Containinq Seed: Hay mulch shall be mature hay containing
viable seed of native grasses or other desirable species stated in the
Special Provisions or as approved by the Engineer. The hay shall be cut
and handled so as to preserve the maximum quantity of viable seed. Hay
mulch which cannot be hauled and spread immediately after cutting shall
be placed in weather- resistant stacks or baled and stored in a dry
location until used.
SPECIAL PROVISIONS
ITEM T-908 - MULCHING
908-2. MATERIALS. (Continued)
908-2.1 Mulch Material: (Continued)
G. Manufactured Mulch: Cellulose -fiber or wood -pulp mulch shall be products
commercially available for use in spray applications.
H. Asphalt Binder: Asphalt binder material shall conform to the requirements
of AASHTO M 140, Type SS- 1 or RS- 1, as appropriate.
908-2.2 Inspection: Within five (5) days after acceptance of the bid, the
Engineer shall be notified of sources and quantities of mulch materials
available and the Contractor shall furnish him with representative samples of
the materials to be used. These samples may be used as standards with the
approval of the Engineer and any materials brought on the site which do not meet
these standards shall be rejected.
908-3. SUBMITTALS AND CERTIFICATIONS.
908-3.1: Submittals of "Shop and Setting Drawings", "Working Drawings",
"Catalog Data" and "Certifications" for review shall be submitted in accordance
with appropriate sections of the General Provisions. Submittal and
- Certifications required are as follows:
Material and source identification for mulch.
Representative sample of mulch.
908-4. CONSTRUCTION METHODS.
908-4.1 Mu1chi n4: Before spreading mulch, all large clods, stumps, stones,
brush, roots and other foreign material shall be removed from the area to be
mulched. Mulch shall be applied immediately after seeding. The spreading of
the mulch may be by hand methods, blower or other mechanical methods, provided
a uniform covering is obtained.
Mulch material shall be furnished, hauled and evenly applied on the area shown
on the Plans or designated by the Engineer. Straw or hay shall be spread over
the surface to a uniform thickness at the rate of 2 to 3 tons per acre to
provide a loose depth of not less than 1-1/2 inches nor more than 3 inches.
Other organic material shall be spread at the rate directed by the Engineer.
Mulch may be blown on the slopes and the use of cutters in the equipment for
this purpose will be permitted to the extent that at least 95% of the mulch in
place on the slope shall be 6 inches or more in length. When mulches applied
by the blowing method are cut, the loose depth in place shall be not less than
1 inch nor more than 2 inches.
SPECIAL PROVISIONS
ITEM T-908 - MULCHING
908-4. CONSTRUCTION METHODS. (Continued)
908-4.2 Securin4 Mulch:
The mulch shall be held in place by light discing, a very thin covering of
topsoil, small brush, pins, stakes, wire mesh, asphalt binder or other adhesive
material approved by the Engineer. Where mulches have been secured by either
of the asphalt binder methods, it will not be permissible to walk on the slopes
after the binder has been applied. The Contractor is warned that in the
application of asphalt binder material he must take every precaution to guard
against damaging or disfiguring structures or property on or adjacent to the
areas worked and that he will be held responsible for any such damage resulting
from his operations.
If the "Peg and String" method is used, the mulch shall be secured by the use
of stakes or wire pins driven into the ground on 5- foot centers or less.
Binder twine shall be strung between adjacent stakes in straight lines and
crisscrossed diagonally over the mulch, after which the stakes shall be firmly
driven nearly flush to the ground to draw the twine down tight onto the mulch.
908-4.3 Care and Repair:
A. The Contractor shall care for the mulched areas until final acceptance of
the Project. Such care shall consist of providing protection against
traffic or other use by placing warning signs as approved by the Engineer
and erecting any barricades that may be shown on the Plans before or
immediately after mulching has been completed on the designated areas.
B. The Contractor shall be required to repair or replace any mulching that
is defective or becomes damaged until the project is finally accepted.
When, in the judgment of the Engineer, such defects or damages are the
result of poor workmanship or failure to meet the requirements of the
Specifications, the cost of the necessary repairs or replacement shall be
borne by the Contractor. However, once the Contractor has completed the
mulching of any area in accordance with the provisions of the
Specifications and to the satisfaction of the Engineer, no additional work
at his expense will be required, but subsequent repairs and replacements
deemed necessary by the Engineer shall be made by the Contractor and will
be paid for as additional or extra work.
SPECIAL PROVISIONS
ITEM T-908 - MULCHING
908-4. CONSTRUCTION METHODS. (Continued)
908-4.3 Care and Repair: (Continued)
C. If the "Asphalt Spray" method is used, all mulched surfaces shall be
sprayed with asphalt binder material so that the surface has a uniform
appearance. The binder shall be uniformly applied to the mulch at the
rate of approximately 8.0 gallons per 1,000 square feet or as directed by
the Engineer, with a minimum of 6.0 gallons and a maximum of 10 gallons
per 1,000 square feet depending on the type of mulch and the effectiveness
of the binder securing it. Bituminous
binder material may be sprayed on the mulched slope areas from either the
top or the bottom of the slope. An approved spray nozzle shall be used.
The nozzle shall be operated at a distance of not less than 4 feet from
the surface of the mulch and uniform distribution of the bituminous
material shall be required. A pump or an air compressor of adequate
capacity shall be used to insure uniform distribution of the bituminous
material.
D. If the "Asphalt Mix" method is used, the mulch shall be applied by blowing
and the asphalt binder material shall be sprayed into the mulch as it
leaves the blower. The binder shall be uniformly applied to the mulch at
the rate of approximately 8.0 gallons per 1,000 square feet or as directed
by the Engineer, with a minimum of 6.0 gallons and a maximum of 10 gallons
per 1,000 square feet depending on the type of mulch and the effectiveness
of the binder securing it.
908-5. METHOD OF MEASUREMENT.
908-5.1: Mulching shall be measured in square yards on the basis of the actual
surface area acceptably mulched.
908-6. BASIS OF PAYMENT.
908-6.1: Payment will be made at the Contract unit price per square yard for
mulching. This price shall be full compensation for furnishing all materials
and for placing and anchoring the materials and for all labor, equipment, tools
and incidentals necessary to complete the item.
Payment will be made under:
Item T-908-6.1 - Mulching - per Square Yard
TESTING AND MATERIAL REQUIREMENTS
Test and Short Title
Material and
Short
Title
None
AASHTO
M 140
-- Asphalt
SPECIAL PROVISIONS
ITEM L-108 - INSTALLATION OF UNDERGROUND CABLE FOR AIRPORTS
108-1. DESCRIPTION.
108-1.1: This item shall consist of underground cable furnished and installed
in accordance with this specification at the locations and in accordance with
the design, dimensions and details shown on the Plans. This item shall include
the excavation and backfill of the trench and the installation of cable and
counterpoise wire in trench, duct or conduit. It shall include splicing, cable
marking and testing of the installation and all incidentals necessary to place
the cable in operating condition as a completed unit to the satisfaction of the
Engineer. This item shall not include the installation of the duct or conduit.
108-2. EQUIPMENT AND MATERIALS.
108-2.1 General:
(a) Airport lighting equipment and materials covered by Federal Aviation
Administration specifications shall have the prior approval of the Federal
Aviation Administration, Office of Airports Programs Washington,
D.C. 20591 and shall be listed in Advisory Circular 150/5345-1 Approved
Airport Lighting Equipment, latest edition.
_(b) All other equipment and materials covered by other referenced
specifications shall be subject to acceptance through manufacturer's
certification of compliance with the applicable specification, when
requested by the Engineer.
108-2.2 Cable: Underground cable shall conform to the requirements of
specification for L-824, Underground Electrical Cable for Airport Lighting
Circuits. The following types are covered in Specification L-824.
(a) Type A - Single and multiple conductor cable with 600 -volt rubber
insulation with overall jacket.
(b) Type B - Single and multiple conductor cable with 5,000 -volt "Ozone
Resistant" insulation with an overall jacket.
(c) Type C - Single or multiple conductor cable with 600 -volt or 5,000 -volt,
cross-linked polyethylene insulation. Multiple conductor cables will have
a jacket applied overall.
SPECIAL PROVISIONS
ITEM L-108 - INSTAHATION OF UNDERGROUND CABLE FOR AIRPORTS
108-2. EQUIPMENT AND MATERIALS. (Continued)
108-2.2 Cable: (Continued)
All cable for airport lighting service shall be standard viz: 600 -volt, 7 -
strand; 5,000 -volt, 19 or 7 strand. These limits on conductor sizes shall not
apply to leads furnished by manufacturers on transformers and fixtures.
If control cable is specified, a THWN cable with multi -solid copper conductors,
300 volt, double jacket, copper shielded, direct burial cable manufactured by
Spear, Continental or Anaconda shall be used.
Where counterpoise conductors are to be installed where soil conditions would
adversely affect bare copper wire, thermoplastic wire conforming to Federal
Specification J -C-30, Type TW, 600 -volt, shall be used.
Cable type, size, number of conductors, strand and service voltage shall be
specified in the plans and/or proposal.
108-2.3 Bare Copper Wire (Counterpoise): Bare copper wire for counterpoise
installations shall be stranded wire conforming to ASTM Specifications B3 and
B8.
108-2.4 Cable Connections: In-line connections of underground cables shall
be as specified herein.
(a) The Cast Splice. A cast splice, employing a plastic mold and using epoxy
resin equal to that manufactured by Minnesota Mining and Manufacturing
Company, "Scotchcast" Kit No. 82--A, or as manufactured by Hysol
Corporation, "Hyseal Epoxy Splice" Kit No. E1135, for potting the splice
is approved. This means of splicing is the only type approved for
telephone control cable.
(b) The Vulcanized Splice. A vulcanized splice employing Joy Manufacturing
Company's Vulcanizing Kit No. X-1604-8 or equal is approved for field
vulcanized splices. The proper molds for various cable sizes shall be
used.
(c) For connection to airfield lighting equipment with factory supplied plug-
in connectors, in-line connectors shall be one of the following types:
SPECIAL PROVISIONS
ITEM L-108 - INSTALLATION OF UNDERGROUND CABLE FOR AIRPORTS
108-2. EQUIPMENT AND MATERIALS. (Continued)
108-2.4 Cable Connections: (Continued)
(1) The Field -Attached Plug -In Splice. Figure 14 of specification for
L-823, Plug and Receptacle, Cable Connectors, employing connector
kits, is approved for field attachment to single conductor cable.
(2) The Factory -Molded Plug -In Splice. Specification for L-823,
Connectors, Factory -Molded to Individual Conductors, are approved.
(d) Splices in manholes shall be one of the types specified above as directed
by the Engineer.
108-2.5 Concrete: Concrete shall be in accordance with the New York State
Department of Transportation Standard Specifications, dated January 2, 1985,
plus all revisions and addenda pertaining thereto, Section 555-2. Unless
otherwise shown on the Plans, the concrete shall be Class A, with a maximum
permissible slump of 32 inches. Cement shall be Portland Cement Type I or Type
II.
108-2.6 Bedding: Bedding shall be in accordance with the New York State
Department of Transportation Standard Specifications Section 703-06 - Cushion
Sand unless otherwise noted on the Contract Drawings.
108-3. SUBMITTALS AND CERTIFICATIONS.
108-3.1: Submittals of "Shop and Setting Drawings", "Working Drawings",
"Catalogue Data" and "Certifications" for review shall be submitted in accor-
dance with appropriate sections of the General Provisions. Submittals and
Certifications required are as follows:
- Catalogue Data and Certification showing that Airport lighting cable
meets the requirements specified
- Catalogue Data and Certification showing that control cable meets
the requirements specified
- Catalogue Data and Certification showing that counterpoise wire
meets the requirements specified
- Catalogue Data and Certification showing that cable connections
meets the requirements specified
- NYSDOT approved Concrete Mix Design
- Certification and gradation sieve analysis showing that bedding
meets the requirements specified.
SPECIAL PROVISIONS
ITEM L-108 - INSTALLATION OF UNDERGROUND CABLE FOR AIRPORTS
108-4. CONSTRUCTION METHODS.
108-4.1 General: The Contractor shall install the specified cable at the
approximate locations indicated in the airport lighting layout plans. The
Engineer shall indicate specific locations.
Cable connections between lights will be permitted only at the light locations
for connecting the underground cable to the primary leads of the individual
insulating transformers. The Contractor shall be responsible for providing
cable in continuous lengths for home runs or other long cable runs without
connections, unless otherwise authorized in writing by the Engineer or shown in
the plans.
108-4.2 Installation in Duct or Conduit: This item includes the installation
of the cable in duct or conduit as described below. The maximum number and
voltage ratings of cables installed in each single duct or conduit and the
current -carrying capacity of each cable shall be in accordance with the latest
National Electric Code or the code of the local agency having jurisdiction.
The Contractor shall make no connections or joints of any kind in cables
installed in conduits or ducts..
The duct or conduit shall be installed as a separate item in accordance with
Item L-110, "Installation of Airport Underground Electrical Duct". The
Contractor shall make sure that the duct is open, continuous and clear of debris
before installing cable.
The cable shall be installed in a manner to prevent harmful stretching of the
conductor, injury to the insulation or damage to the outer protective covering.
The ends of all cables shall be sealed with moisture -seal tape before pulling
into the conduit and it shall be left sealed until connections are made. Where
more than one cable is to be installed in a duct under the same contract, all
cable shall be pulled in the duct at the same time. The pulling of a cable
through ducts or conduits may be accomplished by hand winch or power winch with
the use of cable grips or pulling eyes. Pulling tensions should be governed by
recommended standard practices for straight pulls or bends. A lubricant
recommended for the type of cable being installed shall be used where pulling
lubricant is required. Duct or conduit markers temporarily removed for
excavations shall be replaced as required.
108-4.3 Trenching: Where turf is well established and the sod can be removed,
it shall be carefully stripped and properly stored. Paved areas to be trenched
shall be saw cut prior to removal of pavement.
SPECIAL PROVISIONS
ITEM L-108 - INSTALLATION OF UNDERGROUND CABLE FOR AIRPORTS
108-4. CONSTRUCTION METHODS. (Continued)
108-4.3 Trenching: (Continued)
Trenches for cables may be excavated manually or with mechanical trenching
equipment. Walls of trenches shall be essentially vertical so that a minimum
of shoulder surface is disturbed. Road patrols or graders shall not be used to
excavate the trench with their blades. The bottom surface of trenches shall be
essentially smooth and free from coarse aggregate. Unless otherwise specified,
cable trenches shall be excavated to a minimum depth of 18 inches below finished
grade, except as follows:
(a) When off the airport or crossing under a roadway or driveway, the minimum
depth shall be 36 inches unless otherwise specified.
(b) Minimum cable depth when crossing under a railroad track shall be 42
inches unless otherwise specified.
The Contractor shall excavate all cable trenches to a width not less than 6
inches. The trench shall be widened where more than two cables are to be
installed parallel in the same trench. Unless otherwise specified in the plans,
all cables in the same location and running in the same general direction shall
be installed in the same trench.
When rock excavation is encountered, the rock shall be removed to a depth of at
least 3 inches below the required cable depth and it shall be replaced with
bedding material of earth or sand containing no mineral aggregate particles that
would be retained on a 1/4 -inch sieve. The Contractor shall ascertain the type
of soil or rock to be excavated before bidding. All excavation shall be
unclassified.
108-4.4 Installation in Trenches: The Contractor shall not use a cable plow
for installing the cable. Mechanical cable -laying equipment may be used in
conjunction with a trenching machine if specified on project plans and specifi-
cations and it should provide for physical inspection of cable prior to
backfilling. Sharp bends or kinks in the cable shall not be permitted.
Cables shall be unreeled in place alongside or in the trench and shall be
carefully placed along the bottom of the trench. The cable shall not be
unreeled and pulled into the trench from one end.
SPECIAL PROVISIONS
ITEM L-108 - INSTALLATION OF UNDERGROUND CABLE FOR AIRPORTS
108-4. CONSTRUCTION METHODS. (Continued)
108-4.4 Installation in Trenches: (Continued)
Where two or more cables are laid parallel in the same trench, they shall be
placed laterally a minimum distance of 3 inches apart and the trench shall be
widened sufficiently to accomplish this.
Cables crossing over each other shall have a minimum of 3 -inch vertical
displacement with the topmost cable depth at or below the minimum required depth
below finished grade.
Not less than one foot of cable slack shall be left on each side of all
connections, insulating transformers, light units and at all other points where
cable is connected to field equipment. The slack cable shall be placed in the
trench in a series of S curves. Additional slack cable shall be left in runway
light bases, handholes, manholes, etc., where it is required to bring the cable
above ground level to make connections. The amount of slack cable shall be
stipulated by the Engineer or as shown in the plans and specifications.
108-4.5 Backfilling: The first three layers shall be NSYDOT Item 703-06
Cushion Sand. The first layer shall be 3 inches.deep, loose measurement and
shall not be compacted. The second layer shall be 4 inches deep and the third
layer shall be 3 inches deep, loose measurement. The remainder of the backfill
shall be excavated or imported material and shall not contain stone or aggregate
larger than 4 inches maximum diameter. The fourth and subsequent layers of the
backfill shall not exceed 8 inches in maximum depth, loose measurement.
The second, and subsequent layers shall be thoroughly tamped and compacted to
at least the density of the adjacent undisturbed soil, and to the satisfaction
of the engineer. If necessary to obtain the desired compaction, the backfill
material shall be moistened or aerated as required.
Trenches shall not be excessively wet and shall not contain pools of water
during backfill operations. The trench shall be completely backfilled and
tamped level with the adjacent surface, except that when sod is to be placed
over the trench, the backfilling shall be stopped at a depth equal to the
thickness of the sod to be used, with proper allowance for settlement. Any
excess excavated material shall be removed and disposed of in accordance with
instructions issued by the Engineer.
SPECIAL PROVISIONS
ITEM L-108 - INSTALLATION OF UNDERGROUND CABLE FOR AIRPORTS
108-4. CONSTRUCTION METHODS. (Continued)
108-4.6 Restoration: Where sod has been removed, it shall be replaced as soon
as possible oft*r the backfilling is completed. All areas disturbed by the
trenching, storing of dirt, cable laying, pad construction and other work shall
be restored to its original condition. The restoration shall include any
necessary paving, topsoiling, fertilizing, liming, seeding, sodding, sprigging
or mulching. All such work shall be performed in accordance with the turfing
and paving specifications. The Contractor shall be held responsible for
maintaining all disturbed surfaces and replacements until final acceptance.
108-4.7 Cable Markers: The location of runway light circuits shall be marked
by a concrete slab marker, 2 feet square and 4 inches thick, extending
approximately 1 inch above the surface. Each cable run from the line of runway
lights to the equipment vault shall also be marked at approximately every 200
feet along the cable run, with an additional marker at each change of direction
of cable run. All other cable buried directly in the earth shall be marked in
the same manner. The Contractor shall not install slab markers where cable lies
in straight lines between obstruction light poles which are spaced 300 feet
apart or less.
Cable markers shall be installed immediately above the cable. The Contractor
shall impress the word "CABLE" and directional arrows on each cable marking
slab. The letters shall be approximately 4 inches high and 3 inches wide, with
width of stroke 1/2 inch and 1/4 inch deep.
The location of each underground cable connection, except at lighting units or
insulating transformers, shall be marked by a concrete marker slab placed above
the connection. The Contractor shall impress the word "SPLICE" on each slab.
He also shall impress additional circuit identification symbols on each slab if
so desired by the Engineer.
All circuits in electrical manholes are to be tagged with plastic or nylon tags.
Circuit identification numbers should be permanently marked with indelible ink.
All direct burial cable shall have identifier tape 3 to 4 inches below finished
grade and above the cable; size and type to be shown on the Plans.
108-4.8 Splicing: Connections of the type as specified, shall be made by
experienced personnel regularly engaged in this type of work and shall be made
as follows:
SPECIAL PROVISIONS
ITEM L-108 - INSTALLATION OF UNDERGROUND CABLE FOR AIRPORTS
108-4. CONSTRUCTION METHODS. (Continued)
108-4.8 Splicing: (Continued)
(a) Cast Splices. These shall be made by using crimp connectors for jointing
conductors. Molds shall be assembled, and the compound shall be mixed and
poured in accordance with manufacturer's instructions and to the
satisfaction of the Engineer.
(b) Vulcanized Splices. These shall be made by using crimp connectors for
joining conductors. The splice shall be made, using compounds furnished
by the manufacturer, in accordance with his instructions and to the
satisfaction of the Engineer.
(c) Field -Attached Plug -In Splices. These shall be assembled in accordance
with manufacturer's instructions. These splices shall be made by plugging
directly into mating connectors. In all cases, the joint where the
connectors come together shall be wrapped with at least one layer of
rubber or synthetic rubber tape and one layer of plastic tape, one-half
lapped,extending at least 1-1/2 inches on each side of the joint. Where
plug-in splices are used in manholes, they shall be secured by nylon ties
to cable supports. Securing shall be made 6 inches both sides of splice.
(d) Factory -Molded Plug -In Splices. These shall be made by plugging directly
into mating connectors. In all cases, the joint where the connectors come
together shall be wrapped with at least one layer of rubber or synthetic
rubber tape and one layer of plastic tape, one-half lapped, extending at
least 1-1/2 inches on each side of the joint.
108-4.9 Bare Counterpoise Wire Installation and Grounding for Lightning
Protection: If shown on the plans or specified herein, a stranded bare copper
wire, No. 8 AWG minimum size, shall be installed for lightning protection of the
underground cables. The bare counterpoise wire shall be installed in the same
trench for the entire length of the insulated cables it is designed to protect
and shall be placed at a vertical distance of approximately 4 inches from the
insulated cable. The counterpoise wire shall be securely attached to each light
fixture base or mounting stake. The counterpoise wire shall also be securely
attached to copper or copper -clad ground rods installed not more than 1,000 feet
apart around the entire circuit. The ground rods shall be of the length and
diameter specified in the Plans, but in no case shall they be less than 8 feet
long nor less than 5/8 inch in diameter.
SPECIAL PROVISIONS
ITEM L-108 - INSTALLATION OF -UNDERGROUND CABLE FOR AIRPORTS
108-4. CONSTRUCTION METHODS. (Continued)
IWS-4.y care counterpoise wire instaiiation ana Grounaing tor Ligntn
Protection: (Continued)
The counterpoise system shall terminate at the transformer vault or at the power
source. It shall be securely attached to the vault or equipment grounding
system. The connections shall be made as shown in the project plans and
specifications.
108-4.10 Testing: The Contractor shall furnish all necessary equipment and
appliances for testing the underground cable circuits after installation and as
specified below. The test equipment for insulation resistance shall be an
insulation resistance tester with a digital readout. The instrument shall
provide a 500 volt test voltage for insulation resistance with a meter range of
0 to 199.9 megohms. The Contractor shall test and demonstrate to the
satisfaction of the Engineer the following:
A. Test Requirements Prior to Construction:
(1) Test all circuits within the work area for continuity and insulation
resistance to ground, at the transformer vault, in the presence of
the Engineer and the Owner.
(2) Provide a copy of the test results to the Engineer and the Owner.
(3) That all lighting power and control circuits are continuous and free
from short circuits.
(4) That all circuits are free from unspecified grounds.
(5) That the insulation resistance to ground of all non -grounded series
circuits is not less than 50 megohms.
(6) That the insulation resistance to. ground of all non -grounded
conductors of multiple circuits is not less than 50 megohms.
(7) That all circuits are properly connected in accordance with
applicable wiring diagrams.
(8) That all circuits are operable. Tests shall be conducted that
include operating each control not less than 10 times and the
continuous operation of each lighting and power circuit for not less
than 1/2 hour.
SPECIAL PROVISIONS
ITEM L-108 -•INSTALLATION OF UNDERGROUND CABLE FOR AIRPORTS
108-4. CONSTRUCTION METHODS. (Continued)
108-4.10 Testing: (Continued)
B. Test Requirements During Construction:
(1) Test all circuits within the work area for continuity and insulation
resistance at the transformer vault, prior to requesting any circuit
be energized.
(2) Insure that all circuits within the work area are operational, prior
to the Contractor leaving the project at the end of the work day.
Specific times for circuit checks will be determined by the Engineer
relative to the Contractor's work hours each day.
(3) That all circuits are free from unspecified grounds.
(4) That the insulation resistance to ground of all non -grounded series
circuits is not less than 50 megohms.
(5) That the insulation resistance to ground of all non -grounded
conductors of multiple circuits is not less than 50 megohms.
(6) That all circuits are properly connected in accordance with
applicable wiring diagrams.
Circuit testing during construction shall be as directed and
witnessed by the Engineer when the Contractor is working on existing
circuitry or excavating adjacent to or near existing circuitry. Circuit
testing during construction will not be required during the times when the
Contractor's operations do not effect existing airfield lighting
circuitry. It is the intent of this section to insure that airfield
lighting circuitry remains operational throughout the duration of the
contract.
C. Test Requirements at the Completion of the Project:
The Contractor shall test and demonstrate to the satisfaction of the
Engineer the following:
(1) That all lighting power and control circuits are continuous and free
from short circuits.
(2) That all circuits are free from unspecified grounds.
(3) That the insulation resistance to ground of all non -grounded series
circuits is not less than 50 megohms.
SPECIAL PROVISIONS
ITEM L-108 - INSTALLATION OF UNDERGROUND CABLE FOR AIRPORTS
108-4. CONSTRUCTION METHODS. (Continued)
108-4.10 Testing: (Continued)
(4) That the insulation resistance to ground of all non -grounded
conductors of multiple circuits is not less than 50 megohms.
(5) That all circuits are properly connected in accordance with
applicable wiring diagrams.
(6) That all circuits are operable. Tests shall be conducted that
include operating each control not less than 10 times and the
continuous operation of each lighting and power circuit for not less
than 1/2 hour.
(7) That the counterpoise or ground rod resistance is 25 ohms or less.
(8) Test all circuits within the work area for continuity and insulation
resistance to ground, at the transformer vault, in the presence of
the Engineer and the Owner.
(9) Provide the Owner and the Engineer copies of all test results.
108-4.11 As -Built Records: The Contractor shall submit to the Engineer at
the completion of the project, detailed, dimensioned as -built records and wiring
diagrams of the circuitry installed under this contract, prior to payment of the
final estimate.
108-5. METHOD OF MEASUREMENT.
108-5.1: The quantity of trench to be paid for shall be the number of linear
feet of trench, including excavation, backfill and restoration (when required),
completed, measured as excavated, and accepted as satisfactory. All trench
areas shall be restored to their original condition.
108-5.2: The footage of cable or counterpoise wire installed in trench to be
paid for shall be the number of linear feet of cable or counterpoise wire
installed, measured along the centerline of the trench between light units or
structures, completed, ready for operation and accepted as satisfactory. No
measurement will be made for cable slack in trenches or at light units.
Separate measurement shall be made for each cable or counterpoise wire
installed.
SPECIAL PROVISIONS
ITEM L-108 - INSTALLATION OF UNDERGROUND CABLE FOR AIRPORTS
108-5. METHOD OF MEASUREMENT. (Continued)
108-5.3: The footage of cable installed in duct or conduit to be paid for shall
be the number of linear feet of cable installed, measured from the inside face
of structure or end of conduit to inside face of structure or end of conduit,
completed, ready for operation and accepted as satisfactory. No measurement
will be made for cable slack installed in ducts, conduits or light units.
However, cable or counterpoise wire required in electrical manholes shall be
measured as the actual number of linear feet of cable or counterpoise wire
installed within the manhole and included under the measurement of cable in duct
or conduit, or the measurement of counterpoise wire in trench. Separate
measurement shall be made for each cable installed in duct or conduit.
108-6. BASIS OF PAYMENT.
108-6.1: Payment will be made at the contract unit price for trenching, cable
and bare counterpoise wire installed in trench or duct in place by the
Contractor and accepted by the Engineer. No direct payment will be made for
cable slack installed in trench, conduit, ducts or light bases. This price
shall be full compensation for furnishing all materials and for all preparation
and installation of these materials, and for all labor, equipment, tools and
incidentals necessary to complete this item.
Payment will be made under:
Item L-108-6.1 - Cable Trenching for the Installation of Underground
Cable - Per Linear Foot
Item L-108-6.1 - No. 8 AWG, 600V, Type C Single Conductor Underground
Cable Installed in Trench or Conduit - Per Linear Foot
Item L-108-6.1 - No. 8 AWG, Bare Copper Counterpoise Wire Installed in
Trench Including Grounding Rods and Exothermic
Connections
SPECIAL PROVISIONS
ITEM L-108 - INSTALLATION OF UNDERGROUND CABLE FOR AIRPORTS
Number
AC 150/5345-7C
AC 150/5345-26A
108
Number
J -C-30
HH -I-595
108
Number
B-3
B-8
FAA SPECIFICATIONS REFERENCED IN ITEM L-108
Title
Specification for L-824 Underground
Electrical Cables for Airport Lighting
Circuits
Specification for L-823 Plug and
Receptacle Cable Connectors
FEDERAL SPECIFICATIONS REFERENCED IN ITEM L -
Title
Cable and Wire, Electrical Power, Fixed
Installation
- Insulation Tape, Electrical Pressure -
Sensitive Adhesive, Plastic, for
Low -Temperature Application
ASTM SPECIFICATIONS REFERENCED IN ITEM L -
Title
Soft or Annealed Copper Wire
Concentric -Lay -Stranded Copper Conductor,
Hard, Medium -Hard or Soft
MILITARY SPECIFICATIONS REFERENCED IN ITEM L-108
Number Title
MIL -I-3825 Insulation Tape, Electrical, Self -Fusing,
for Use in Electronics, Communications,
and Allied Equipment
MIL -I-24391 Insulation Tape, Electrical, Pressure -
Sensitive, Plastic
SPECIAL PROVISIONS
ITEM L-110 - I-NSTALLATION OF AIRPORT UNDERGROUND
ELECTRICAL DUCT
110-_1. DESCRIPTION.
110-1.1: This item shall consist of underground electrical �Jcts or conduit
installed in accordance with this Specification at the locations and in
accordance with the dimensions, designs and details shown in the Plans. This
item shall include the installation of all underground electrical ducts or
underground conduits. It shall also include, all trenching, backfilling, concrete
encasement, mandreling installation of drag lines, duct markers, capping and the
testing of the installation as a completed duct system ready for installation
of cables, to the satisfaction of the Engineer. Unless otherwise provided for
elsewhere, this item shall also include the removal of pavement and turf and the
restoration of pavements and turf including any special backfill required.
110-2. EQUIPMENT AND MATERIALS.
110-2.1 General: All equipment and materials covered by referenced
Specifications shall be subject to acceptance through manufacturer's
certification of compliance with the applicable Specification when so requested
by the Engineer.
110-2.2 Steel Conduit: Threaded rigid steel conduit and fittings shall conform
to the requirements of Federal Specification WW -C-581.
110-2.3 Concrete: Concrete shall be in accordance with the New York State
Department of Transportation Standard Specifications, dated January 2, 1985, plus
all revisions and addenda pertaining thereto, Section 555-2. Unless otherwise
shown on the Plans, the concrete shall be Class A, with a maximum permissible
slump of 31, inches. Cement shall be Portland cement Type I or Type II.
110-2.4 Plastic Conduit: Plastic conduit and fittings shall conform to the
requirements of Federal Specification W -C- 1094 and shall be one of the
following, as specified in the proposal:
(a) Type I - Suitable for underground use when encased in concrete; Type
A - Thin Wall Rigid PV-Duit Conduit as manufactured by Carlon or
approved equal.
(b) Type II - Suitable for either above ground or underground use, with
or without concrete encasement; Type 40 - Heavy Wall Rigid PV-Duit
Plus Conduit as manufactured by Carlon or approved equal.
SPECIAL PROVISIONS
• ITEM L-110 - INSTALLATION OF AIRPORT UNDERGROUND
ELECTRICAL DUCT
110-3. SUBMITTALS AND CERTIFICATIONS.
110 -?.1: Submittals of "Shop and Setting Drawings", "Working Drawings",
"Catalogue Data" and "Certifications" for review shall be submitted in accor-
dance with appropriate sections of the General Provisions. Submittals and
Certifications required are as follows:
- Catalogue Data and Certification showing that Steel Conduit meets
the requirements specified
- NYSDOT approved Concrete Mix Design
- Catalogue Data and Certification showing that plastic concuit meets
the requirements specified
- Detailed, dimensioned, to scale sketch of the duct bank.
110-4. CONSTRUCTION METHODS.
110-4.1 General: The Contractor shall install underground ducts and conduits
at the approximate locations shown on the Contract Drawings. The Engineer shall
indicate specific locations as the work progresses. Ducts shall be of the size,
material and type indicated in the Plans or Specifications. All duct lines shall
be laid so as to grade toward handholes, manholes and duct ends for drainage.
Grades shall be at least 3 inches per 100 feet. On runs where it is not
practicable to maintain the grade all one way, the duct lines shall be graded
from the center in both directions toward manholes, handholes or duct ends.
Pockets or traps where moisture may accumulate shall be avoided.
The Contractor shall mandrel each duct. An iron -shod mandrel, not more than 1/4 -
inch smaller than the bore of the duct, shall be pushed through each duct by
means of jointed conduit rods. The mandrel shall have a leather or rubber gasket
slightly larger than the duct hole.
All ducts installed shall be provided with a nylon drag line having a minimum
strength of 1,000 pounds for pulling the permanent wiring. Sufficient length
shall be left in manholes or handholes to tie off the drag line to prevent it
from slipping back into the duct. Where spare ducts are installed, as indicated
on the Plans, the open ends shall be plugged with removable tapered plugs,
designed by the duct manufacturers, or with hardwood plugs conforming accurately
to the shape of the duct and having the larger end of the plug at least 1/4 -inch
greater in diameter than the duct.
SPECIAL PROVISIONS
ITEM L-110 - INSTALLATION OF AIRPORT UNDERGROUND
ELECTRICAL DUCT
110-4. CONSTRUCTION METHODS. (Continued)
110-4.1 General: (Continued)
All ducts shall be securely fastened in place during construction and progress
of the work and shall be plugged to prevent seepage of grout, water or dirt.
Any duct section having a defective joint shall not be installed.
All ducts, except steel conduit, installed under runways, taxiways, aprons and
other paved areas shall be encased in a concrete envelope as indicated on the
Plans.
Where turf is well established and the sod can be removed, it shall be carefully
stripped and properly stored. Existing paved areas to be trenched shall be saw
cut prior to removal of pavement.
Trenches for ducts may be excavated manually or with mechanical trenching
equipment. Walls of trenches shall be essentially vertical so that a minimum
of shoulder surface is disturbed. Blades of road patrols or graders shall not
be used to excavate the trench. The Contractor shall.ascertain the type of soil
or rock to be excavated before bidding. All excavation shall be included in the
unit price.of the duct.
110-4.2 Ducts Encased in Concrete: Unless otherwise shown in the Plans,
concrete -encased ducts shall be installed so that the top of the concrete
envelope is not less than 18 inches below the finished subgrade where installed
under runways, taxiways, aprons or other paved areas, and not less than 18 inches
below finished grade where installed in unpaved areas. Trenches for concrete -
encased ducts shall be opened the complete length before concrete is laid so
that if any obstructions are encountered, proper provisions can be made to avoid
them. All ducts for concrete encasements shall be placed on a layer of concrete
not less than 3 inches thick prior to its initial set. Where two or more ducts
are encased in concrete, the Contractor shall space them not less than 2 inches
apart (measured from outside wall to outside wall) using spacers applicable to
the type of duct. As the duct laying progresses, concrete not less than 3 inches
thick shall be placed around the sides and top of the duct bank. End bells or
couplings shall be installed flush with the concrete encasement where required.
SPECIAL PROVISIONS
ITEM L-110 - INSTALLATION OF AIRPORT UNDERGROUND
ELECTRICAL DUCT
110-4. CONSTRUCTION METHODS. (Continued)
110-4.2 Ducts Encased in Concrete (Continued)
When specified, the Contractor shall reinforce the bottom side and top of
encasements with steel reinforcing mesh or fabric or other approved metal
reinforcement. When directed, the Contractor shall supply additional supports
where the ground is soft and boggy, where ducts cross under roadways or where
otherwise shown on the Plans. Under such conditions, the complete duct structure
shall be supported on reinforced concrete footings, piers or piles located at
approximately 5 -foot intervals.
110-4.3 Ducts Without Concrete Encasement: Trenches for single -duct lines
shall be not less than 6 inches nor more than 12 inches wide, and the trench for
2 or more ducts installed at the same level shall be proportionately wider.
Trench bottoms for ducts without concrete encasement shall be made to conform
accurately to grade so as to provide uniform support for the duct along its
entire length.
A layer of fine earth material, at least 4 inches thick (loose measurement) shall
be placed in the bottom of the trench as bedding for the duct. The bedding
material shall consist of _soft dirt, sand or other fine fill, and it shall
contain no particles that would be retained on a 1/4 -inch sieve. The bedding
material shall be tamped until firm.
Unless otherwise shown in Plans, ducts for direct burial shall be installed so
that the tops of all ducts are at least 18 inches below the finished grade.
When two or more ducts are installed in the same trench without concrete
encasement, they shall be spaced not less than 2 inches apart (measured from
outside wall to outside wall) in a horizontal direction and not less than 6
inches apart in a vertical direction.
Trenches shall be opened the complete length before the duct is installed so that
if any obstructions are encountered proper provisions can be made to avoid them.
110-4.4 Duct Markers: The location of the ends of all ducts shall be marked
by a concrete slab marker 2 feet square and 4 inches thick extending
approximately 1 inch above the surface. The markers shall be located above the
ends of all ducts or duct banks, except where ducts terminate in a handhole,
manhole or building.
SPECIAL PROVISIONS
ITEM L-110 - INSTALLATION OF AIRPORT UNDERGROUND
ELECTRICAL DUCT
110-4. CONSTRUCTION METHODS. (Continued)
110-4.4 Duct Markers: (Continued)
The Contractor shall impress the word "DUCT" on each marker slab. He shall also
impress on the slab the number and size of ducts beneath the marker. The letters
shall be 4 inches high and 3 inches wide with width of stroke 1/2 -inch and 1/4 -
inch deep or as large as the available space permits.
110-4.5 Backfilling: After concrete -encased ducts have been properly installed
and the concrete has had time to set, the trench shall be backfilled in at least
two layers with excavated material not larger than 4 inches in diameter and
thoroughly tamped and compacted to at least the density of the surrounding
undisturbed soil. If necessary to obtain the desired compaction, the backfill
material shall be moistened or aerated as required.
Trenches shall not be excessively wet and shall not contain pools of water during
backfilling operations.
The trench shall be completely backfilled and tamped level with the adjacent
surface, except that when sod is to be placed over the trench the backfilling
shall be stopped at a depth equal to the thickness of the sod to be used, with
proper allowance for settlement.
Any excess excavated material shall be removed and disposed of in accordance with
instructions issued by the Engineer.
For ducts without concrete envelope, 8 inches of sand, soft earth or other fine
fill (loose measurement) shall be placed around the ducts and carefully tamped
around and over them with hand tampers. The remaining trench may be filled with
regular run of excavated material and thoroughly tamped as specified above.
110-4.6 Restoration: Where sod has been removed, it shall be replaced as soon
as possible after the backfilling is completed. All areas disturbed by the
trenching, storing of dirt, cable laying, pad construction and other work, shall
be restored to its original condition. The restoration shall include any
necessary topsoiling, fertilizing, liming, seeding, sprigging or mulching. All
such work shall be performed in accordance with the Federal Aviation
Administration Standard Turfing Specifications. The Contractor shall be held
responsible for maintaining all disturbed surfaces and replacements until final
acceptance.
SPECIAL PROVISIONS
ITEM L-110 - INSTALLATION OF AIRPORT UNDERGROUND
ELECTRICAL DUCT
110-5. METHOD OF MEASUREMENT.
I!J-5.1: The quantity of underground duct or conduit to be paid for under this
item shall be the number of linear feet of duct installed, measured in place,
from end or outside face of structure to end or outside face of structure,
including all required excavation and backfill, completed and accepted. Separate
measurement shall be made for the various types and sizes.
110-6. BASIS OF PAYMENT.
110-6.1: Payment will be made at the Contract unit price for each type and size
of single -way or multi -way duct or conduit completed and accepted. This price
shall be full compensation for furnishing all materials and for all preparation,
assembly, and installation of these materials, and for all labor, equipment,
tools and incidentals necessary to complete this item.
Payment will be made under:
Item L-110-6.1 - 2 -Inch Diameter Rigid Steel Conduit Installed in Turf -
Per Linear Foot
Item -L-110-6.1 - 2 -Inch -Diameter Rigid Steel Conduit Installed in
Bituminous Asphalt Pavement - Per Linear Foot
SPECIAL PROVISIONS
ITEM L-110 - INSTALLATION OF AIRPORT UNDERGROUND
ELECTRICAL DUCT
FEDERAL SPECIFICATIONS REFERENCED IN ITEM L-110
Number Title
W -C-571 Conduit and Fittings, Nonmetal, rigid; (Asbestos -Cement
or Fire -Clay Cement), (for Electrical Purposes).
W -C-575 Conduit and Fittings; Nonmetallic, Rigid, Bituminized
Fiber; Laminated Wall.
W -C-581 Conduit and Fittings; Nonmetallic, Rigid, (Bituminized
Homogeneous Fiber).
W -C-1094 Conduit and Fittings; Nonmetallic, Rigid, (Plastic).
WW -C-581 Conduit, Metal, Rigid; and Coupling, Elbow; and Nipple,
Electrical Conduit: Zinc -Coated.
SPECIAL PROVISIONS
ITEM L-125 - INSTALLATION OF AIRPORT LIGHTING SYSTEMS
J
125-1. DESCRIPTION.
125-1.1: This item shall consist of airport lighting systems furnished and
-installed in accordance with this Specification, the referenced Specification
and the applicable Advisory Circulars. The systems are installed at the location
and in accordance with the dimensions, design, and details shown in the Plans.
This item shall include the furnishing of all equipment, materials, services,
and incidentals necessary to place the systems in operation as completed units
to the satisfaction of the Engineer.
125-1.2: Additional details pertaining to a specific system covered in this item
are contained in the Advisory Circulars listed below:
125-1.3: AC 70/7460-1G, Obstruction Marking and Lighting.
125-1.4: AC 150/5345-7C L-824 Underground Electrical Cables for Airport Lighting
Circuits.
125-2.1 General:
(a) Airport lighting equipment and materials covered by Federal Aviation
Administration Specifications shall have the prior approval of the Federal
Aviation Administration, Airports Service, Washington, D.C. 20591 and shall
be listed in Advisory Circular 150/5345-1, Approved Airport Lighting
Equipment, latest edition.
(b) All other equipment and materials covered by other referenced
Specifications shall be subject to acceptance through the manufacturer's
certification of compliance with the applicable Specifications.
(c) Lists of the equipment and materials required for a particular system are
contained in the applicable Advisory Circulars.
125-2.2 Tape: Rubber and plastic electrical tapes shall be Scotch Electrical
Tape Numbers 23 and 88, respectively, as manufactured by the Minnesota Mining
and Manufacturing Company, or an approved equal.
125-2.3 Concrete: Concrete shall be in accordance with the New York State
Department of Transportation Standard Specifications, dated January 2, 1985, plus
all revisions and addenda pertaining thereto, Section 555-2. Unless otherwise
shown on the Plans, the concrete shall be Class A, with a maximum permissible
slump of 32 inches. Cement shall be Portland cement Type II.
125-2.4 Reinforcing Steel: Materials shall be in accordance with New York State
Department of Transportation Standard Specifications dated January 2, 1985,
Section 556-2 - Reinforcing Steel Materials for Concrete Structures, plus all
revisions and addenda pertaining thereto. Unless otherwise shown on the plans.
All base reinforcing steal shall be Grade 60.
SPECIAL PROVISIONS
ITEM L-125 - INSTALLATION OF AIRPORT LIGHTING SYSTEMS
125-2. EQUIPMENT AND MATERIALS. (Continued)
125-2.5 Squeeze Connectors: Squeeze connectors, if specified, shall be equal
to Crouse -Hinds Company, Type CGB cable connector with neoprene rubber bushing.
125-2.6 Tees: Large radius bend tees, if specified, shall be equal to Crouse -
Hinds Company No. ET -43.
125-2.7 PVC Coated Rigid Galvanized Steel: Conduit shall be in accordance with
Federal Specification WW -2-581, prior to plastic coating. Coating shall be
0.040 -inch PVC factory applied, meeting NEMA Standard No. RN1-1980 (Type 40).
Fittings shall have same treatment. Conduits and fittings shall be threaded.
125-2.8 Electrical Metallic Tubing (EMT: Conduits shall conform to ANSI
Standard C80.3. Fittings, connections and couplings shall be specifically
approved for use with EMT.
125-2.9 Rigid Steel Conduit: Rigid steel conduit and fittings shall be in
accordance with Federal Specification WW -2-581 and ANSI Standard C80.1. Finish
shall be hot dipped galvanized or sherardized inside and outside. All fittings
for rigid metal conduit shall be the threaded type.
125.-2.10 Dry Type Transformers: Shall be UL listed, encapsulated core and coil
suitable for outdoor use and as scheduled below:
Type
Description
T-1 2 KVA, 10/, 600V/120-24OV, Step-up, 115 Degree C
Temperature Rise. Manufacturer: Square D,
Catalog No. 2S51F or equal.
T-2 .250 KVA, 10/, 600V/120-24OV, Step-down, 55 Degree C
Temperature Rise. Manufacturer: Square D, Catalog No.
250SV51B or equal.
125-2.11 Fusible Safety Switches: Shall be UL listed, NEMA, Enclosures and as
Schedule Below:
Type
Description
D-1 120/240V General Duty Fusible Safety Switch,
2 Pole, 30 Amp, 10,000 AIC. Fused as Shown
With Class R Fuses. Manufacturer:
Square D, Catalog No. D211 or equal.
D-2 600 Volt Heavy Duty Fusible Safety Switch, 2 Pole, 30 Amp,
10,000 AIC, Fused as Shown With Class R Fuses. Manufacturer:
Square D, Catalog No. H261 or equal.
SPECIAL PROVISIONS
ITEM L-125 - INSTALLATION OF AIRPORT LIGHTING SYSTEMS
125-2. EQUIPMENT AND MATERIALS. (Continued)
125-2.12 Obstruction Light Power Supply Enclosure: Shall be 24 inches high by
24 inches wide by 8 inches deep, latching hinged cover, padlockable complete
with padlock and two keys, 14 gauge Type 304 stainless steel unpainted brushed
finish, NEMA 4X type with interior steel mounting panel. Manufacturer: Hoffman
Enclosure. Catalog No. A-24H2408SSLP and Panel No. A -24P24 or Equal.
125-2.13 Wire: Wire in conduit rated up to 5,000 volts shall conform to
Advisory circular 150/5345-7C, Specification for L-824 Underground Electrical
Cables for Airport Lighting Circuits, for rubber insulated neoprene -covered
wire, or Federal Specification J -C-30, Type RHW, for rubber insulated fibrous -
covered wire. For ratings up to 600 volts, thermoplastic wire conforming to
Federal Specification J -C-30, Types TW, THW, and THWN, shall be used. The wires
shall be of the type, size and umber of conductors, and voltage shown in the
Plans or in the proposal.
125-2.14 Groundings Systems: Ground rods shall be 3/4 inch by 10 feet minimum.
Exterior ground conductors shall be bare tin plated copper, size as indicated.
All joints and connections shall be exothermic type as by Cadweld, Thermoeld or
equal.
The system neutral -shall be bonded as -per the National Electrical Code, latest
edition. A complete "green" wire ground system to be installed bonding all
cabinets, enclosures and raceways to the same. Conductor size shall be in
accordance with the National Electrical Code.
125-2.15 Pull Boxes: Pull boxes shall be precast reinforced concrete designed
for ASSHTO H-20 loading. Frames and covers shall be NEENAH Foundry Item R -6662 -
KH designed for H-20 loading.
125-3. SUBMITTALS AND CERTIFICATIONS.
125-3.1: Submittals of "Shop and Setting Drawings", "Working Drawings",
"Catalogue Data" and "Certifications" for review shall be submitted in accor-
dance with appropriate sections of the General Provisions. Submittals and
Certifications required are as follows:
- Catalogue Data and certification that each type of Airport lighting
equipment meets the requirements specified
- Catalogue Data and certification that other equipment meets the
requirements specified
- Catalogue Data for tape
- NYSDOT Approved Concrete Mix Design
- Catalogue Data and certification showing that conduit meets the
requirements specified
- Catalogue Data for squeeze connectors
- Catalogue Data for large radius bend tees
- Catalogue Data for electrical distribution equipment and panels
SPECIAL PROVISIONS
ITEM L-125 - INSTALLATION OF AIRPORT LIGHTING SYSTEMS
125-4. CONSTRUCTION METHODS.
125-4.1 General: The installation and testing details for the systems shall
be as specified 'in the applicable Advisory Circulars and as shown on the Plans
or directed by the Engineer.
125-4.2 Placing Lights: The light fixtures shall be installed at the
approximate location indicated in the Plans. The exact location shall be as
directed by the Engineer.
125-4.3 Installation of Cables: Excavation for trenches, backfilling and
furnishing and installation of cables shall be performed in accordance with Item
L-108.
125-4.4 Conduit: All interior dry areas shall be EMT conduit unless otherwise
shown. Use PVC coated RGS conduit in all interior damp locations, hazardous,
exterior or below grade locations unless otherwise shown.
125-4.5 Obstruction Light Power Supply Enclosure: Mount equipment securely to
panel in enclosure as shown on contract drawings. Provide ample room to operate
disconnect switches.
125-4.6 Wiring and Connections: The Contractor shall make all necessary
electrical connections in the vault in accordance with the wiring to the
terminal blocks, the Contractor shall leave sufficient extra length on each
control lead to make future changes in connections at the terminal block. This
shall be accomplished by running each control lead the longest way around the
box to the proper terminal. Leads shall be neatly laced in place.
125-4.7 Marking and Labeling: All equipment, control wires, terminal blocks,
etc., shall be tagged, marked or labeled as specified below:
(a) Wire Identification. The Contractor shall furnish and install self -
sticking wire labels or identifying tags on all control wires at the point
where they connect to the control equipment or to the terminal blocks.
wire labels, if used, shall be of the self -sticking, preprinted type and
of the manufacturer's recommended size for the wire involved.
Identification markings designated in the Plans shall be followed. Tags,
if used, shall be of fiber not less than 3/4 -inch in diameter and not less
than 1/32 -inch thick. Identification markings designated int he Plans
shall be stamped on tags by means of small tool dies. Each tag shall be
securely tied to the proper wire by a non-metallic cord.
(b) Labels. The Contractor shall stencil identifying labels on the cases of
regulators, breakers, and distribution and control relay cases with white
oil paint as designated by the Engineer. The letters and numerals shall
be not less than 1 -inch in height and shall be of proportionate width.
The Contractor shall also mark the correct circuit designations in
accordance with the wiring diagram on the terminal marking strips which
are a part of each terminal block.
SPECIAL PROVISIONS
ITEM L-125 - INSTALLATION OF AIRPORT LIGHTING SYSTEMS
125-5. METHOD OF MEASUREMENT.
125-5.1: The quantity of obstruction light units to be paid for under this item
shall be the number of each type installed as completed unit in place, ready
for operation and accepted by the Engineer.
125-5.2: The quantity of airport garage electrical equipment to be paid for
under this item shall consist of all equipment, conduit, cable, enclosures, etc.
installed within the garage and on the exterior, connected and accepted as a
complete unit ready for operation.
125-5.3: The quantity of electrical pull boxes to be paid for under this item
shall be the number of pull boxes installed and accepted by the Engineer.
125-6. BASIS OF PAYMENT.
125-6.1: Payment will be made at the Contract unit price for each complete
obstruction light unit installed in place by the Contractor and accepted by the
Engineer. This price shall be full compensation for furnishing all materials
and for all preparation, assembly and installation of these materials and for
all labor, equipment, tools and incidentals necessary to complete this item.
125-6.2: Payment will be made on a lump sum basis for the completed and
accepted airport garage electrical equipment installation. This price shall be
full compensation for furnishing all materials and for all preparation,
assembly, and installation of these materials, and for all labor, equipment,
tools and incidentals necessary to complete this item.
125-6.3: Payment will be made at the contract unit price for each electrical
pull box installed in place by the Contractor and accepted by the Engineer.
This price shall be full compensation for furnishing all materials and for all
preparation, assembly and installation of these materials and for all labor,
equipment, tools and incidentals necessary to complete this item.
Payment will be made under:
Item L-125-6.1 - Installation of L-810 Double Obstruction Light Unit
Per Each
Item L-125-6.1 - Installation of L-810 Single Obstruction Light Unit
Per Each
Item L-125-6.2 - Installation of Airport Garage Electrical Equipment -
Lump Sum
Item L-125-6.3 - Installation of Electrical Pull Box - Per Each
Number
WW -C-581
SPECIAL PROVISIONS
ITEM L-125 - INSTALLATION OF AIRPORT LIGHTING SYSTEMS
FEDERAL SPECIFICATION REFERENCED IN ITEM L-125
Title
Conduit, Metal Rigid; and Coupling, Elbow; and Nipple,
Electrical Conduit: Zinc -coated.
FAA SPECIFICATIONS REFERENCED IN ITEM L-125
Number Title
AC 70/7460-1G Obstruction Marking and Lighting
AC 150/5345-7C L-824 Underground Electrical Cables for Airport Lighting
Circuits
SPECIAL PROVISIONS
ITEM L-128 - MAINTENANCE AND PROTECTION OF TRAFFIC
128-1. DESCRIPTION
128-1.1 General: This work shall consist of maintaining aircraft and vehicular
traffic and protecting the public from damage to person and property within the
limits of and for the duration of the Contract.
The requirements of Section 169, as specified in the New York State Department
of Transportation Standard Specifications dated January 2, 1985, shall apply with
the following modifications and/or revisions as described below.
The following additional items are specifically included without limiting the
generality implied by these Specifications and the Contract Drawings.
- Restoration of all surfaces disturbed as a result of the Contractor's
Operations.
Installation, maintenance and removal of temporary barricades,
warning signs and hazard markings.
- Testing and maintenance of existing and new lighting circuitry.
Installation, maintenance and removal of barricade lights.
Cleaning and maintenance of all paved areas.
All requirements as outlined in Section 80-12, Specific Airport
Operating Requirements.
128-2. METHOD OF MEASUREMENT.
128-2.1: Payment for basic maintenance and protection of traffic will be made
on a lump sum basis. The lump sum shall include all items required to satisfy
this Specification.
SPECIAL PROVISIONS
ITEM L-128 - MAINTENANCE AND PROTECTION OF TRAFFIC
128-1. DESCRIPTION
128-1.1 General: This"work shall consist of maintaining aircraft and vehicular
traffic and protecting the public from damage to person and property within the
limits of and for the duration of the Contract.
The requirements of Section 169, as specified in the New York State Department
of Transportation Standard Specifications dated January 2, 1985, shall apply with
the following modifications and/or revisions as described below.
The following additional items are specifically included without limiting the
generality implied by these Specifications and the Contract Drawings.
Restoration of all surfaces disturbed as a result of the Contractor's
Operations.
Maintenance and repair of existing access roads utilized as haul
roads.
- Installation, maintenance and removal of temporary barricades,
warning signs and hazard markings.
- Testing and maintenance of existing and new lighting circuitry.
- Installation, maintenance and removal of barricade lights.
- Cleaning and maintenance of all paved areas.
- All requirements as outlined in Section 80-12, Specific Airport
Operating Requirements.
128-2. METHOD OF MEASUREMENT.
128-2.1: Payment for basic maintenance and protection of traffic will be made
on a lump sum basis. The lump sum shall include all items required to satisfy
this Specification.
128-3. BASIS OF PAYMENT.
128-3.1: The lump sum price bid for basic maintenance and protection of traffic
shall include all equipments, materials and labor necessary to adequately and
safely maintain and protect traffic.
In the event the contract completion date is extended, no additional payment will
be made for basic maintenance and protection of traffic.
Progress payments will be made for this item in proportion to the total amount
of contract work completed, less any deductions for unsatisfactory maintenance
and protection of traffic.
SPECIAL PROVISIONS
ITEM L-128 - MAINTENANCE AND PROTECTION OF TRAFFIC
No payment will be made under basic maintenance and protection of traffic for
each calendar day during which there are substantial deficiencies in compliance
with the Specification requirements of any subsection of this Section as
determined by the Engineer.
The amount of such calendar day non-payment will be determined by dividing the
lump sum amount bid for basic maintenance and protection of traffic by the number
of calendar days between the date the Contractor commences work and the date of
completion as designated in this proposal, without regard to any extension of
time.
In addition, for each calendar day or part thereof of unsatisfactory work
violating the required provisions of any subsection entitled Basic Maintenance
and Protection of Traffic, liquidated damages will be assessed in the amount of
One Thousand Dollars ($1,000.00) per calendar day.
If the Contractor fails to maintain and protect traffic adequately and safely
for a period of 24 hours, the Owner shall correct the adverse conditions by any
means it deems appropriate and shall deduct the cost of the corrective work from
any monies due the Contractor. The cost of this work shall be in addition to
the liquidated damages and non-payment for basic maintenance and protection of
traffic listed above.
However, where major nonconformance with the requirements of this Specification
is noted by the Engineer and prompt Contractor compliance is deemed not to be
obtainable, all contract work may be stopped by direct order of the Engineer
regardless of whether corrections are made by the Owner as stated in the
paragraph above.
Payment will be made under:
Item L-128-3.1 - Maintenance and Protection of Traffic - Lump Sum
SPECIAL PROVISIONS
ITEM M-100 - MOBILIZATION
100-1. DESCRIPTION.
100-1.1: Under this work the Contractor hall set up his necessary general
plant, including shops, storage areas, office and such sanitary and other
facilities as are required by local or state law or regulation.
100-2. MATERIALS.
100-2.1: Such materials as are required for mobilization and that are not to
be a part of the completed contract shall be as determined by the Contractor,
except that they shall conform to any pertinent local or state law, regulation
or code.
100-3. CONSTRUCTION DETAILS.
100-3.1: The work required to provide the above facilities and services for
mobilization shall be done in a safe and workmanlike manner and shall conform
with any pertinent local or state law, regulation or code. Good housekeeping
consistent with safety shall be maintained.
100-4. METHOD OF MEASUREMENT.
100-4.1: Payment for mobilization will be made on a lump sum basis.
100-5. BASIS OF PAYMENT.
100-5.1: THE AMOUNT BID FOR MOBILIZATION FOR THE BASE BID SHALL NOT EXCEED FOUR
PERCENT (4%) OF THE BASE BID PRICE, EXCLUDING THE BID PRICE FOR MOBILIZATION.
THE AMOUNT BID FOR MOBILIZATION FOR ALTERNATES, OR ALTERNATE ADD-ONS, WHERE A
MOBILIZATION ITEM IS LISTED, SHALL NOT EXCEED FOUR PERCENT (4%) OF THE TOTAL BID
PRICE FOR THAT ALTERNATE, OR THAT ALTERNATE ADD-ON, EXCLUDING THAT ALTERNATE'S
BID PRICE FOR MOBILIZATION. SHOULD THE BIDDER EXCEED THE FOREGOING FOUR PERCENT
(4%), THE ENGINEER WILL MAKE THE NECESSARY ADJUSTMENT TO DETERMINE THE TOTAL
AMOUNT BID BASED ON THE ARITHMETICALLY CORRECT PROPOSAL.
The amount bid shall include the furnishing and maintaining of services and
facilities noted under 100-1, Description, to the extent and at the time the
Contractor deems them necessary for his operations, consistent with the
requirements of this work and the respective contract.
SPECIAL PROVISIONS
ITEM M-100 - MOBILIZATION
100-5. BASIS OF PAYMENT. (Continued)
The amount bid shall be payable to the Contractor whenever he shall have
completed ten (10%) percent of the contract work. For the purposes of this
item, 10% of the work shall be considered completed when the total of payments
earned, as reflected by estimates of work done, not including the amount bid for
this work, shall exceed 10% of the total amount of the Contractor's bid for this
contract.
Unless provided for elsewhere, the cost of required insurance and bonds and/or
any initiation of the contract work may be included in this work.
Payment will be made under:
Item M-100-5.1 - Mobilization - Lump Sum
I
IIS'' AluI
Ll
Ili
TOWN OF 1 1 1 NEW YORK
0
t
Calocerinos & Spina
Engineers, P.C.
EMANUEL J. CALOCERINOS N.Y.S.P.E. LIc. No.36780
PROJECT FILE NO.: 211.002.001
CADD FILE NO.: 377AD003
it
QUANTITIES FOR CANVASS OF BIDS
NEW YORK STATE DEPARTMENT OF TRANSPORTATION
INDEX TO
SHEETS
PROJECT NO. 0913.03
ITEM
FAA
SHEET N0.
T ITLE
NO.
SPEC NO.
DESCRIPTION
QUANTITY
UNITS
------------------------------------------------------------
---------------
FEDERAL AVIATION ADMINISTRATION
1
P-151
CLEARING & GRUBBING
6.5
ACRE
I.
TITLE SHEET
2
P-152
COMMON EXCAVATION
1
LS
AIRPORT IMPROVEMENT PROGRAM
3
P-152
REMOVAL OF EARTH FROM RUNWAY SURFACE
1
LSS
2.
GENERAL PLAN
4
P-152
PAVEMENT EXCAVATION
640
1
SY
PROJECT NO. 3-36-0029-03-89
5P-620
FIELDRUNWAOFFTICE
s
3.
OBSTRUCTION
REMOVAL
AXIWAY PAINTING
30,150
AND L IGHT ING
PLAN
7
P-640
BUILDING DEMOLITION
1
LS
8
T-901
SEEDING
39,800
SY
4.
GRAD ING PLAN
AND DETA ILS
9
T-908
MULCHING
39,800
SY
10
L-108
CABLE TRENCHING FOR THE INSTALLATION O
5.
MARK ING PLAN
& DETA ILS
UNDERGROUND CABLE
3,490
LF
11
L-108
NO. 8 AWG, 600V, TYPE C SINGLE CONDUCTOR
UNDERGROUND CABLE INSTALLED IN TRENCH/CONDUIT
15,080
LF
12
L-108
NO. 8 AWG, BARE COPPER COUNTERPOISE WIRE
INSTALLED IN TRENCH INCLUDING GROUNDING RODS
AND EXOTHERMIC CONNECTIONS
3,490
LF
13
L-110
2—INCH DIAMETER RIGID STEEL CONDUIT INSTALLED
IN PAVEMENT
110
LF
14
L-110
2—INCH DIAMETER RIGID STEEL CONDUIT INSTALLED
IN TURF
1,141
LF
15
L-125
INSTALLATION OF L-810 DOUBLE OBSTRUCTION
LIGHT UNIT, IN PLACE
4
EACH
16
L-125
INSTALLATION OF L-810 SINGLE OBSTRUCTION
I_cAE
LIGHT UNIT, IN PLACE
3
EACH
17
L-125
INSTALLATION OF AIRPORT GARAGE ELECTRICAL
y 0 4
EQUIPMENT
1
LS
f'' t� N
18
L-125
INSTALLATION OF ELECETRICAL PULL BOX
10
EACH
gra
19
L-128
MAINTENANCE AND PROTECTION OF TRAFFIC
1
LS
1Q S?so
lL
20
- - - -
M-100
- - - - - - - - -
MOBILIZATION
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
1
- - - - - - - - -
LS
- - - - - -
O�•`
t
Calocerinos & Spina
Engineers, P.C.
EMANUEL J. CALOCERINOS N.Y.S.P.E. LIc. No.36780
PROJECT FILE NO.: 211.002.001
CADD FILE NO.: 377AD003
it
f
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"
Existing Reinforced Concrete
Proposed Walls To Be Removed
Finished Grade NOTE:
No Reinforcing Steel Or Sharp
Meet
dexisting 2 5 �MaX.I b' UponsShall CompleR on Of Theemain
—� Building Demolition.
\Existing Existing Concrete
Grade Slab To Remain
BUILDING DEMOLITION DETAIL
Not To Scale
IN CHARGE OF: R.L. Peckham P. E., M.F Petranchuk
MADE BY: M.J. Drozd
CHECKED BY: J.W. Leana,T. T. Nguyen
m
H H SULLIVAN, INC
100 0 100 200Ft.
100' 1 1-7777,777
NO ALTERATION PERMITTED HEREON
EXCEPT AS PROVIDED UNDER SECTION
7209 SUBDIVISION 2 OF THE NEW YORK
STATE EDUCATION LAW
�� J
EXISTING FUSE SUBPANEL,
EXISTING SERVICE DISCONNECT
EXISTING MDP ---
aI GARAGE
PROPOSED PULL BOX
t—EXISTING OVERHEAD ELECTRIC LINE
/-PROPOSED DISCONNECT D-1
PROPOSED TRANSFORMER T-1
MOUNTED ABOVE PROPOSED D-2
PROPOSED ELEC. FEEDER IN 3/4" CONDUIT
(OVERHEAD)
0N
OFFICE
OFFICE u
GARAGE /OFFICE POWER PLAN
NOT TO SCALE
UNDER EARTH UNDER PAVEMENT
TOPSOIL, SEED
AND MULCH (TYP) \ 1-0 (TYP
GRADE
PROPOSED 2" RIGID
STEEL CONDUIT
--- 4
SAWCUT EXISTING
PAVEMENT (TYP.)
Z \-•CONTRACTOR TO REMOVE
EXISTING PAVEMENT AS SHOWN
SUITABLE m 3 iv AND REPLACE WITH NYSDOT
BACKFILL ' ITEM 405, TYPE 1 - MATCH
I M EXISTING THICKNESS (3"MIN.)
---- CONTRACTOR SHALL BACKFILL
NYSDOT ITEM TRENCH WITH GRANULAR
703-06 MATERIAL MATERIAL CONFORMING TO
NYSDOT ITEM 304, TYPE 4
2'1 RIGID CONDUIT
NOTE 3"(TYP) 3"(TYP
THE CONTRACTOR SHALL
RESTORE TRENCHED AREAS ALL ALL
TO A CONDITION EQUAL TO AROUND AROUND -
OR BETTER THAN THE
ORIGINAL SURFACE. (TYP)
CONDUIT TRENCHING DETAIL
NOT TO SCALE
SPLICE
120/240v 3 WIRE
I I
I r_EXISTING IOOAMP
SERVICE DISCONNECT
---1 I
EXI STIN9 I I
I IOOA
I MDP
K
r -1
r"-'--- 'j ID -1 3-8AWG THWN
I
EXISTING
I I I CU (TYP.)
ISUBPANELI i_ 240/600v
T-1 t L_
TAP PROPOSED FEEDER D-2
CONDUCTORS OFF MATIN
LUGS OF MDP AND
KEEP UNDER 10 FELT -
GARAGE
IN CHARGE OF: R.L. Peckhom, P.E., M.F. Petranchuk
MADE BY: M.J. Drozd
CHECKED BY: J.W. Leona,T.T. Nguyen
H H SUL LIVAN, INC 511903
L
PLAN -
AIRFIELD
14xI2x6 NEMA 4X
ENCLOSURE MOUNTED
ON BUILDING EXTERIOR
OBSTRUCTION
SURFACE
3
POWER FEED A
TO NEXT LIGHT
z
COUNTERPOISE
WIRE
i�
M
3/4"x 10'
COPPER -
CLAD
GROUND ROD
2'-0"
PLAN
L -810 OBSTRUCTION LIGHT- DOUBLE SHOWN
SOLID, SINGLE SHOWN DASHED -SEE SHEET
NO. 3 FOR LOCATION OF EACH TYPE.
NON-METALIC CORROSION
RESISTANT BODY
r C_ M
NEMA 4X ENCLOSURE
1
CL! E V Wit. -1
I
D-1
D-2 BENCH MARK
NO. 2 ELEV. 9.71'
FT _2
2" RGS .040 PVC, COATED (TYP.)
12 STANDARD FRANGIBLE COUPLING
(400 FT -LB MIN.) (TYP.)
ANCHORS PER COUPLING TO BE
DETERMINED BY MANUFACTURER
111111
iiiiiii
2'-4��
MIN.
C
A COUNTERPOISE
EXOTHERMIC CONNECTION (TYP.)
LLi7 POWER INPUT (TYP.)
WATERTIGHT TERMINATION (TYP.)
2" RGS .040 PVC, COATED (TYP.)
•/ x I I
i-/4 \ II
L -I SINGLE
OBSTRUCTION
LIGHT MONAl
/ \ 15
4—
zi 8
7
\G
ELEV. 8.8' 07 ED SWAL �ELEV
EXISTI
CONC. AVEME� T I
\'':::'•
REM9
VED#3 TIES 9 OC ` /@\BENCAv 8
6,#4 VERTICAL BARSRUNWAY 7-25 _ _ NO.3 ELEV 9.79'
--CL----\--BENCH MARK�-�----' :�:_. ,. %
NO._L.j<LEV.9.16'
' .:A. \ I
.. LIN1fT LINE
. 370 _ _
v
o /
0
CL N fi -7
40
EQUAL EQUAL I 2"COVER (TYP.)
T
A... 0 O. a:. .
#3 TIES @9"OC
►' ' 6-#4 VERTICAL BARS
A- A
OBSTRUCTION LIGHT
MOUNTING DETAIL
NOT TO SCALE
DUCT
WAY
PLAN
CONCRETE MARKERS
NOT TO SCALE
3-8AWG I/C L-824 TYPE C 600v,
1 -BARE AWG COUNTERPOISE
NEMA 4X ENCLOSURE (TYP.)
D-2 D-2 D-2
IA IA IA
"TTT2 2 T 2
ryTy240/11 Ov 240%1' Ov 240/ 1 0v
D-1 D -I D -I
I -A I -A I -A
/0
L- I L-2 L-3
ONE -LINE DIAGRAM
No Scale
a,
O o
o
3
v
;
90 N
Varies
v c
c o
W Meet Existing
cu cu
00
Grade
o (
Meet Existing 4
o
___--
---_
Gradex
o-
�.
2'-4��
MIN.
C
A COUNTERPOISE
EXOTHERMIC CONNECTION (TYP.)
LLi7 POWER INPUT (TYP.)
WATERTIGHT TERMINATION (TYP.)
2" RGS .040 PVC, COATED (TYP.)
•/ x I I
i-/4 \ II
L -I SINGLE
OBSTRUCTION
LIGHT MONAl
/ \ 15
4—
zi 8
7
\G
ELEV. 8.8' 07 ED SWAL �ELEV
EXISTI
CONC. AVEME� T I
\'':::'•
REM9
VED#3 TIES 9 OC ` /@\BENCAv 8
6,#4 VERTICAL BARSRUNWAY 7-25 _ _ NO.3 ELEV 9.79'
--CL----\--BENCH MARK�-�----' :�:_. ,. %
NO._L.j<LEV.9.16'
' .:A. \ I
.. LIN1fT LINE
. 370 _ _
v
o /
0
CL N fi -7
40
EQUAL EQUAL I 2"COVER (TYP.)
T
A... 0 O. a:. .
#3 TIES @9"OC
►' ' 6-#4 VERTICAL BARS
A- A
OBSTRUCTION LIGHT
MOUNTING DETAIL
NOT TO SCALE
DUCT
WAY
PLAN
CONCRETE MARKERS
NOT TO SCALE
3-8AWG I/C L-824 TYPE C 600v,
1 -BARE AWG COUNTERPOISE
NEMA 4X ENCLOSURE (TYP.)
D-2 D-2 D-2
IA IA IA
"TTT2 2 T 2
ryTy240/11 Ov 240%1' Ov 240/ 1 0v
D-1 D -I D -I
I -A I -A I -A
/0
L- I L-2 L-3
ONE -LINE DIAGRAM
No Scale
NYSDOT CONCRETE
CLASS "A" Not To Scale
1" CHAMFER
GRADE GENERAL ELECTRICAL NOTES
_ E-1 THE CONTRACTOR SHALL PROVIDE RACEWAY, WIRING AND
SECTION CONNECTIONS FOR ALL INTERLOCKS AND CONTROL CIRCUITS.
E-2 UNLESS OTHERWISE NOTED, ALL WIRING SHALL BE THWN
COPPER, 12 AWG MINIMUM.
NOTES: E-3 PLANS AND SPECS WERE MADE FROM AS-BUILTS AND FIELD
1. LETTERS SHALL BE APPROXIMATELY 4" OBSERVATIONS. BEFORE PERFORMING ALL WORK, CONTRACTOR
HIGH x 3" WIDE x I/4" DEEP WITH %2" STROKE SHALL FIELD VERIFY EXACT LOCATIONS OF ALL CONTROL WIRING
WIDTH. AND DEVICES IN THE ELECTRICAL VAULT.
2. CONTRACTOR SHALL (INDICATE NUMBER OF E-4 ALL ELECTRICAL WORK UP TO 18 INCHES A.F.F. IN THE GARAGE
DUCTS ON DUCT BANK NUMBER. SHALL BE CLASSIFIED CLASS 1 DIV 1 HAZARDOUS
NOTE'
WHEN 5 OR MORE CABLES ARE PLACED IN A
INSTALL 6" WIDE PLASTIC WARNING COMMON TRENCH, THE CABLES SHALL BE
TAPE IN ALL CABLE TRENCHES INSTALLED USING 3" SPACING WITH
PRIOR TO PLACING TOPSOIL --\COUNTERPOISE WIRE CENTERED ABOVE AS
SHOWN.
THWNN(TYP.) -- / 3 TOPSOIL, SEED AND MULCH (TYP.)
D-2 D-2 D-2 D-2 EXISTING GRADE
IA IA IA IA
T 2T 2 T-2 2 SUITABLE BACKF
COUNTERPOISE
D -I D -I D -I D -I
I -A I -A I -A I -A NYSDOT ITEM
703-06 MATERIA
CABL
L-810(TYP)
/0\
L-4 L-5 L-6 L-7
CABLE TRENCHING DETAIL
NOT TO SCALE
NO ALTERATION PERMITTED HEREON
50 0 50 IOOFt. EXCEPT AS PROVIDED UNDER SECTION
50' _ - - - 7209 SUBDIVISION 2 OF THE NEW YORK
STATE EDUCATION LAW
GRADING PLAN
Scale: I"= 50'
STAIN
STEE
STRA
'DULLING IRON (TYP)
EXISTING 2"
GRADE
N
N
4" DRAIN
PLAN
TOPSOIL,
\ SEED, AND MULCH
I
HEAVY DUTY FRAME AND COVER
DESIGNED FOR ASSHTO H-20 LOADING
NEENAH FOUNDRY ITEM
R -6662 -KH OR EQUAL
i
•.' til=
24%24%36" PRECAST CONCRETE
ELECTRICAL PULL BOX DESIGNED
FOR ASSHTO H-20 LOADING
2" RIGID STEEL CONDUIT (TYP.)
�.�BELL END FITTING
4
I CU. FT. POCKET OF
CRUSHED STONE
'Po� $ cq� NOTES:
2PVC� I. THE CONTRACTOR SHALL DETERMINE THE
REQUIRED KNOCK -OUT LOCATIONS FOR
DRAIN PIPE ---)EACH SPECIFIC PULL BOX.
SECTION 2. THE CONTRACTOR SHALL PROVIDE A
PULLING IRON OPPOSITE EACH
PULL BOX DETAIL CONDUIT ENTRANCE.
NOT TO SCALE
REVISIONS TOWN OF SOUTHOLD FISHERS ISLAND, NEW YORK
ELIZABETH FIELD AIRPORT
OBSTRUCTION REMOVAL
AND LIGHTING
GRADING PLAN
AND DETAILS
Caloconos & Spina
Engineers P
V�V/
DATE: APRIL, 1990
SCALE: AS SHOWN
FTt-E- NO. 211.002
SHEET NO.
4
a,
O o
o
3
v
;
90 N
Varies
v c
c o
W Meet Existing
cu cu
00
Grade
o (
Meet Existing 4
o
___--
---_
Gradex
o-
�.
Proposed Topsoil,
—" paries
QI
Seed a Mulch
+-
4
3" (Typ.)
SECTION
A -A
NYSDOT CONCRETE
CLASS "A" Not To Scale
1" CHAMFER
GRADE GENERAL ELECTRICAL NOTES
_ E-1 THE CONTRACTOR SHALL PROVIDE RACEWAY, WIRING AND
SECTION CONNECTIONS FOR ALL INTERLOCKS AND CONTROL CIRCUITS.
E-2 UNLESS OTHERWISE NOTED, ALL WIRING SHALL BE THWN
COPPER, 12 AWG MINIMUM.
NOTES: E-3 PLANS AND SPECS WERE MADE FROM AS-BUILTS AND FIELD
1. LETTERS SHALL BE APPROXIMATELY 4" OBSERVATIONS. BEFORE PERFORMING ALL WORK, CONTRACTOR
HIGH x 3" WIDE x I/4" DEEP WITH %2" STROKE SHALL FIELD VERIFY EXACT LOCATIONS OF ALL CONTROL WIRING
WIDTH. AND DEVICES IN THE ELECTRICAL VAULT.
2. CONTRACTOR SHALL (INDICATE NUMBER OF E-4 ALL ELECTRICAL WORK UP TO 18 INCHES A.F.F. IN THE GARAGE
DUCTS ON DUCT BANK NUMBER. SHALL BE CLASSIFIED CLASS 1 DIV 1 HAZARDOUS
NOTE'
WHEN 5 OR MORE CABLES ARE PLACED IN A
INSTALL 6" WIDE PLASTIC WARNING COMMON TRENCH, THE CABLES SHALL BE
TAPE IN ALL CABLE TRENCHES INSTALLED USING 3" SPACING WITH
PRIOR TO PLACING TOPSOIL --\COUNTERPOISE WIRE CENTERED ABOVE AS
SHOWN.
THWNN(TYP.) -- / 3 TOPSOIL, SEED AND MULCH (TYP.)
D-2 D-2 D-2 D-2 EXISTING GRADE
IA IA IA IA
T 2T 2 T-2 2 SUITABLE BACKF
COUNTERPOISE
D -I D -I D -I D -I
I -A I -A I -A I -A NYSDOT ITEM
703-06 MATERIA
CABL
L-810(TYP)
/0\
L-4 L-5 L-6 L-7
CABLE TRENCHING DETAIL
NOT TO SCALE
NO ALTERATION PERMITTED HEREON
50 0 50 IOOFt. EXCEPT AS PROVIDED UNDER SECTION
50' _ - - - 7209 SUBDIVISION 2 OF THE NEW YORK
STATE EDUCATION LAW
GRADING PLAN
Scale: I"= 50'
STAIN
STEE
STRA
'DULLING IRON (TYP)
EXISTING 2"
GRADE
N
N
4" DRAIN
PLAN
TOPSOIL,
\ SEED, AND MULCH
I
HEAVY DUTY FRAME AND COVER
DESIGNED FOR ASSHTO H-20 LOADING
NEENAH FOUNDRY ITEM
R -6662 -KH OR EQUAL
i
•.' til=
24%24%36" PRECAST CONCRETE
ELECTRICAL PULL BOX DESIGNED
FOR ASSHTO H-20 LOADING
2" RIGID STEEL CONDUIT (TYP.)
�.�BELL END FITTING
4
I CU. FT. POCKET OF
CRUSHED STONE
'Po� $ cq� NOTES:
2PVC� I. THE CONTRACTOR SHALL DETERMINE THE
REQUIRED KNOCK -OUT LOCATIONS FOR
DRAIN PIPE ---)EACH SPECIFIC PULL BOX.
SECTION 2. THE CONTRACTOR SHALL PROVIDE A
PULLING IRON OPPOSITE EACH
PULL BOX DETAIL CONDUIT ENTRANCE.
NOT TO SCALE
REVISIONS TOWN OF SOUTHOLD FISHERS ISLAND, NEW YORK
ELIZABETH FIELD AIRPORT
OBSTRUCTION REMOVAL
AND LIGHTING
GRADING PLAN
AND DETAILS
Caloconos & Spina
Engineers P
V�V/
DATE: APRIL, 1990
SCALE: AS SHOWN
FTt-E- NO. 211.002
SHEET NO.
4