HomeMy WebLinkAboutGeneral ProvisionsPart 1— General Provisions
Section 10 Definition of Terms
Whenever the following terms are used in these specifications, in the contract, or in any documents or
other instruments pertaining to construction where these specifications govern, the 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 Advertisement. A public announcement, as required by local law, inviting bids for work to be
performed and materials to be furnished
10-04 Airport Improvement Program (AIP). A grant-in-aid program, administered by the Federal
Aviation Administration (FAA).
10-05 Air operations area (AOA). For the purpose of these specifications, the term air operations area
(AOA) 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; an appurtenant area used or intended to be used for airport buildings or
other airport facilities or rights of way; and airport buildings and facilities located in any of these areas,
and includes a heliport.
10-07 ASTM International (ASTM). Formerly known as the American Society for Testing and
Materials (ASTM).
10-08 Award. The Owner's notice to the successful bidder of the acceptance of the submitted bid.
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.
10-11 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, if any, for the
work affected by such changes. The work, covered by a change order, must 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: Advertisement, Contract Form, Proposal, Performance Bond, Payment
Bond, any required insurance certificates, Specifications, 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.
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10-15 Contract time. The number of calendar days or working days, stated in the proposal, allowed for
completion of the contract, 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 Contractor's laboratory. The Contractor's quality control organization in accordance with the
Contractor Quality Control Program.
10-18 Construction Safety and Phasing Plan (CSPP). The overall plan for safety and phasing of a
construction project developed by the airport operator, or developed by the airport operator's consultant
and approved by the airport operator. It is included in the invitation for bids and becomes part of the
project specifications.
10-19 Drainage system. The system of pipes, ditches, and structures by which surface or subsurface
waters are collected and conducted from the airport area.
10-20 Engineer. The individual, partnership, firm, or corporation duly authorized by the Owner to be
responsible for engineering inspection of the contract work and acting directly or through an authorized
representative.
10-21 Equipment. All machinery, together with the necessary supplies for upkeep and maintenance, and
also all tools and apparatus necessary for the proper construction and acceptable completion of the work.
10-22 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.
10-23 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 or her duly authorized representative.
10-24 Federal specifications. The Federal Specifications and Standards, Commercial Item Descriptions,
and supplements, amendments, and indices thereto are prepared and issued by the General Services
Administration of the Federal Government.
10-25 Force account. Force account work is planning, engineering, or construction work done by the
Sponsor's employees.
10-26 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.
10-27 Intention of terms. Whenever, in these specifications or on the plans, the words "directed," ..re-
quired," "permitted," "ordered," "designated," "prescribed," or words of 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.
Any reference to a specific requirement of a numbered paragraph of the contract specifications or a cited
standard shall be interpreted to include all general requirements of the entire section, specification item,
or cited standard that may be pertinent to such specific reference.
10-28 Laboratory. The official testing laboratories of the Owner or such other laboratories as may be
designated by the Engineer. Also referred to as "Engineer's Laboratory" or "quality assurance
laboratory."
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10-29 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.
10-30 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 20% of the total amount of the award contract.
All other items shall be considered minor contract items.
10-31 Materials. Any substance specified for use in the construction of the contract work.
10-32 Notice to Proceed (NTP). 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.
10-33 Owner. The term "Owner" shall mean the party of the first part or the contracting agency signatory
to the contract. Where the term "Owner" is capitalized in this document, it shall mean airport Sponsor
only.
10-34 Passenger Facility Charge (PFC). Per 14 CFR Part 158 and 49 USC § 40117, a PFC is a charge
imposed by a public agency on passengers enplaned at a commercial service airport it controls."
10-35 Pavement. The combined surface course, base course, and subbase course, if any, considered as a
single unit.
10-36 Payment bond. The approved form of security furnished by the Contractor and his or her surety as
a guaranty that the Contractor will pay in full all bills and accounts for materials and labor used in the
construction of the work.
10-37 Performance bond. The approved form of security furnished by the Contractor and his or her
surety as a guaranty that the Contractor will complete the work in accordance with the terms of the
contract.
10-38 Plans. The official drawings or exact reproductions 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.
10-39 Project. The agreed scope of work for accomplishing specific airport development with respect to
a particular airport.
1040 Proposal. The written offer of the bidder (when submitted on the approved proposal form) to
perform the contemplated work and famish the necessary materials in accordance with the provisions of
the plans and specifications.
1041 Proposal guaranty. The security furnished with a proposal to guarantee that the bidder will enter
into a contract if his or her proposal is accepted by the Owner.
1042 Runway. The area on the airport prepared for the landing and takeoff of aircraft.
1043 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.
1044 Sponsor. A Sponsor is defined in 49 USC § 47102(24) as a public agency that submits to the FAA
for an AIP grant; or a private Owner of a public -use airport that submits to the FAA an application for an
AIP grant for the airport.
1045 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; transformers; flexible and rigid pavements; navigational aids; buildings;
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vaults; and, other manmade features of the airport that may be encountered in the work and not otherwise
classified herein.
1046 Subgrade. The soil that forms the pavement foundation.
1047 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.
1048 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 25%, such increased or decreased work being within the scope of the originally
awarded contract; or (2) work that is not within the scope of the originally awarded contract.
1049 Surety. Th eefperatiefi, ..,._t..o_.a.:, ,._ :..a:.,iduai ,.theF a,,,., the Cent_
oF eFf ..nafiee bands that af:e f6mi hed to the r,.....,_ by the Cont- -. The corporate body which is
bound with the CONTRACTOR and which engages to be responsible for the CONTRACTOR and his
acceptable performance of the work and his pavment of all debts pertaining to the work.
10-50 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, aircraft parking areas, and terminal areas.
10-51 Work. The furnishing of all labor, materials, tools, equipment, and incidentals necessary or
convenient to the Contractor's performance of all duties and obligations imposed by the contract, plans,
and specifications.
10-52 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. When work is suspended for causes beyond the Contractor's
control, it will not be counted as a working day. Saturdays, Sundays and holidays on which the
Contractor's forces engage in regular work will be considered as working days.
10-53 ADVISORY CIRCULAR. A document issued by the FAA containing informational material and
guidance. When referred to in the plans and specifications, advisory circulars shall have the same force
as supplemental specifications.
10-54 AGREEMENT. The document designated in the Instructions to Bidders as the Contract Form.
once it has been executed by both Contractor and Owner.
10-55 GENERAL PROVISIONS. Standard FAA conditions of the Contract adopted into this Contract as
Sections 10. 40, 50. 60, 70, 80, 90, 100. 110, and 120. Sections 20 and 30 are not used in this Contract.
10-56 PRODUCTS. The materials, systems and equipment to be incorporated into the work.
10-57 PROJECT MANUAL. The bound documents comprising Bidding Reouirements, Bid Forms, Con-
tract Forms, General Conditions, Supplementary Conditions, Specifications. Addenda and modifications.
10-58 SPONSOR. A public agency or a political subdivision of a State in who rests the title to the airport
at which the construction under this contract is to be performed. Political subdivision refers to a County.
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City, Village, Township, or any combination or authoritv thereof as provided by law for the construction
and operation of airports. The sponsor may also be referred to as the Owner in several parts of the con-
tract.
10-59 SUBCONTRACTOR. The prequalified (where required) individual, partnership or corporation, or
a combination thereof, undertaking the execution of a part of the work under the terms of the contract, by
virtue of an agreement with the Contractor approved by the Owner.
10-60 SUBSTANTIAL COMPLETION. The point at which the Work (or a specified part thereof) has
progressed to the point where, in the opinion of Engineer as evidenced by Engineer's definitive certificate
of Substantial Completion, it is sufficiently complete, in accordance with the Contract Documents, so that
the Work (or a specified part) can be utilized practically and efficiently for the purposes for which it is
intended; or if there be no such certificate issued, when final payment is due in accordance with Section
90. The terms "substantially complete" and "substantially completed" as applied to any Work refer to
"Substantial Completion thereof."
END OF SECTION 10
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Section 20 Proposal Requirements and Conditions
20-01 Advertisement (Notice to Bidders).
THIS SECTION NOT USED. REFER TO INSTRUCTIONS TO BIDDERS FOR BID
REQUIREMENTS AND CONDITIONS.
END OF SECTION 20
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Section 30 Award and Execution of Contract
THIS SECTION NOT USED. REFER TO INSTRUCTIONS TO BIDDERS FOR AWARD AND
EXECUTION OF CONTRACT
END OF SECTION 30
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Section 40 Scope of Work
40-01 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.
40-02 Alteration of work and quantities. 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 25% (total cost being based on the unit prices and estimated
quantities in the awarded contract). Alterations that do not exceed the 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 that are for work within the
general scope of the contract shall be covered by "Change Orders" issued by the Engineer. Change orders
for altered work shall include extensions 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 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.
Supplemental agreements shall be approved by the FAA and shall include all applicable Federal contract
provisions for procurement and contracting required under AIP. Supplemental agreements shall also re-
quire consent of the Contractor's surety and separate performance and payment bonds.
40-03 Omitted items. 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 90-04 titled PAYMENT FOR
OMITTED ITEMS of Section 90.
40-04 Extra work. 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 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.
When determined by the Engineer to be in the Owner's best interest, the Engineer may order the
Contractor to proceed with Extra Work as provided in the subsection 90-05 titled PAYMENT FOR
EXTRA WORK of Section 90. Extra Work that is necessary for acceptable completion of the project, but
is not within the general scope of the work covered by the original contract shall be covered by a
Supplemental Agreement as defined in the subsection 1048 titled SUPPLEMENTAL AGREEMENT of
Section 10.
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Any claim for payment of Extra Work that is not covered by written agreement (change order or
supplemental agreement) shall be rejected by the Owner.
40-05 Maintenance 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.
a. It is understood and agreed that the Contractor shall provide for the free and unobstructed
movement of aircraft in the air operations areas (AOAs) of the airport with respect to his or her own
operations and the operations of all subcontractors as specified in the subsection 80-04 titled
LIMITATION OF OPERATIONS of Section 80. It is further understood and agreed that the Contractor
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 airport as specified in the
subsection 70-15 titled CONTRACTOR'S RESPONSIBILITY FOR UTILITY SERVICE AND
FACILITIES OF OTHERS in Section 70.
b. With respect to his or her own operations and the operations of all 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.
c. When the contract requires the maintenance of vehicular traffic on an existing road, street, or
highway during the Contractor'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 be
responsible for the repair of any damage caused by the Contractor's equipment and personnel. The
Contractor shall furnish, erect, and maintain barricades, warning signs, flag person, and other traffic
control devices in reasonable conformity with the Manual on Uniform Traffic Control Devices (MUTCD)
(http://mutcd.fliwa.dot.gov/), unless otherwise specified. The Contractor shall also construct and maintain
in a safe condition any temporary connections necessary for ingress to and egress from abutting property
or intersecting roads, streets or highways.
40-06 Removal of existing structures. All existing structures encountered within the established lines,
grades, or grading sections shall be removed by the Contractor, 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 40-07 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 used in the
work as otherwise provided for in the contract and shall remain the property of the Owner when so used
in the work.
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, the Contractor may at his or her option either:
a. Use such material in another contract item, providing such use is approved by the Engineer and is
in conformance with the contract specifications applicable to such use; or,
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b. Remove such material from the site, upon written approval of the Engineer; or
c. Use such material for the Contractor's 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., the Contractor 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 or her 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 material is needed to complete the contract work. The Contractor shall not be charged
for use of such material 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.
It is understood and agreed that the Contractor shall make no claim for delays by reason of his or her
exercise of option a., b., or c.
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 cleanup. 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. The Contractor 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 ACCESS TO THE WORK. Access to the work will be via the access routes shown on the plans or
as directed by the Engineer. The Contractor shall identify access routes with suitable signs, barricades
and similar equipment.
The entire access route and construction site shall be kept free and clean of all debris at all times and
maintained in good repair by the Contractor. All damage to the access route caused by the actions of the
Contractor or his agents shall be immediately repaired to the satisfaction of the Owner.
No additional payment will be made to the Contractor for complying with the requirements of this subsec-
tion.
No other access to the work sites will be permitted without written approval by the Engineer. Contrac-
tors vehicles and equipment, including vehicles and equipment of subcontractors and others coining un-
der the Contractor's control, will not be permitted to traverse other airfield areas or pavements without
written approval of the Engineer.
Contractor's vehicles, equipment, and materials may be stored in the area designated on the Plans, or by
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the Engineer. Upon completion of the work, the storage area shall be cleaned up and returned to its origi-
nal condition to the satisfaction of the Engineer. No special payment will be made for clean un and resto-
ration of the storage area.
Space will be allotted by the Engineer for the use of employees of the Contractor and his subcontractor(s)
for the dailv narking of their automobiles during the construction period. Personal vehicles of emDlovees
and vehicles operated by vendors of goods or services will not be Dennitted beyond the Contractor's park-
ing area. Drivers of vehicles being operated beyond this area shall be subiect to loss of permission to en-
ter the construction site.
END OF SECTION 40
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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 fumished, work performed, and as to the manner of performance
and rate of progress of the work. The Engineer shall decide all questions that may arise as to the
interpretation of the specifications or plans relating to the work. The Engineer shall determine the amount
and quality of the several kinds of work performed and materials furnished which are to be paid for the
under contract.
The Engineer does not have the authority to accept pavements that do not conform to FAA specification
requirements.
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 requirements 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 or her opinion, result in a finished product having a level of safety, economy, durability, and
workmanship acceptable to the Owner, the Engineer will advise the Owner of his or her determination
that the affected work be accepted and remain in place. In this event, the Engineer will document the
determination and recommend to the Owner a basis of acceptance that 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 sound engineering judgment and such tests or retests of the
affected work as are, in the Engineer's opinion, needed. Changes in the contract price shall be covered by
contract change order or supplemental agreement as applicable.
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.
For the purpose of this subsection, the tens "reasonably close conformity" shall not be construed as
waiving the Contractor's responsibility to complete the work in accordance with the contract, plans, and
specifications. The term shall not be construed as waiving the Engineer's responsibility to insist on strict
compliance with the requirements of the contract, plans, and specifications during the Contractor's
execution 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, after consultation with the FAA, to use sound engineering judgment in his or
her 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.
The Engineer will not be responsible for the Contractor's means, methods, techniques, sequences, or
procedures of construction or the safety precautions incident thereto.
50-03 Coordination of contract, plans, and specifications. The eentfaet, plans, speeifieat"...• •a all
is as binding as th0tigh
if! R11. They afL inieiided to be eamplementafy and to deseFibe and
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From time to time, discrepancies within cited testing standards occur due to the timing of the change,
edits, and/or replacement of the standards. I£ the Contractor discovers any apparent discrepancy within
standard test methods, the Contractor shall immediately ask the Engineer for an interpretation and
decision, and such decision shall be final.
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. Thev are intended
to be complementary and to describe and provide for a complete work. In resolving conflicts. discrepan-
cies, or errors in the various contract documents, the documents shall be given the order of precedence, as
follows: Agreement, Supplemental Agreement, Change Order, Addenda, Plans. Specifications, and Gen-
eral Provisions. In case of discrepancy, figured dimensions, unless obviously incorrect, shall govern over
scaled dimensions. Cited standards for materials or testing, and cited FAA Advisory Circulars shall be
considered as standard specifications.
Any table, gradation, size, dimension, rate, mix, method. nomenclature, pay item number, basis of pay-
ment or method of measurement shown on the plans, which is at variance with the standard specifications,
shall be considered an amendment or supplement to the applicable snecification.
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/her interpretation and decision, and such decision shall be Final.
50-04 Cooperation of Contractor. The Contractor will be supplied with ' F; ve ' eapies eaA a copy
of the plans and specifications. The Contractor shall be responsible for printing of any hard (paper) copies
he needs and shall have available at on the work site at all times one copy each of the plans and
specifications. eaa:.:enal eepies efpia.., and s citta,...,.. y be obtained b the Cont...,...._ 1;9f th
eest Bf Fepredastietu
The Contractor shall give constant attention to the work to facilitate the progress thereof, and shall
cooperate with the Engineer and his or her inspectors and with other contractors in every way possible.
The Contractor shall have a competent superintendent on the work at all times who is fully authorized as
his or her 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 or her authorized 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 the
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 or her
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 because of the presence and operations of other
Contractors working within the limits of the same project.
The Contractor shall arrange his or her 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. The
Contractor shall join his or her work with that of the others in an acceptable manner and shall perform it
in proper sequence to that of the others.
Taxiway "D" and `B" GP- 16 General Provisions
Sebastian Municipal Airport Section 50- Control of Work
50-06 Construction layout and stakes. ''''•e 9figieef sh
The CaHtFaetof must establish all layout Fequired for t
mafkings as the Engilleer maj, set fbF either their own of
tile GORWRetff. in case E)f negligenee an the part af the
+.eau u,.a+vrrof sueh stakes OF 111aflEiRgS,
The C,,..tmet,,. will be .. _ed to a.,.. ish all lilies,
The GentFaetaf Fflust give copies of SUR,ey notes to the
each placement E)f mateFial as speeified to allew the Enb
fefmat(s): 1 I i he heif t
o�r��--��.. t,=� ease e� en'ar, en the of theme',—sa3a�r, en��eyees-e=
alignment
those specified of shown on the plans, the CentmetaF is salely Fespensible fef eorFeetian, femovaij
Electronic files of the survev shall be available in AutoCadd 31) format by Autodesk Inc. with a signed
and sealed hard copv
Utilizing the data shown on the plans and/or furnished by the Engineer, the Contractor shall establish all
horizontal and vertical controls necessary to construct the work in conformance with the plans and speci-
fications. The work shall include perfonning all calculations required and setting all stakes needed, such
as offset stakes, reference point stakes, slope stakes, and other reference marks or points necessary to pro-
vide lines and grades for construction.
The Contractor shall employ only competent personnel and utilize only suitable equipment in performing
lavout work.
He shall not engage the services of anv person or persons in the emplov of the Engineer foryerformance
of lavout work.
Adequate field notes and records shall be kept as lavout work is accomplished. These field notes and rec-
ords shall be available for review by the Engineer as the work progresses and copies shall be fumished to
the Engineer at the time of completion of the proiect. Anv inspection or checking of the Contractor's field
notes or lavout work by the Engineer and the acceptance of all or anv part thereof shall not relieve the
Contractor of his responsibility to achieve the lines, grades, and dimensions shown in the plans and speci-
fications.
The cost of all stakes and the cost of performing lavout work as described above shall be included in the
contract unit prices for the various items of work to which it is incidental.
CenstmetieR StaleiRg and Layout ifieludes but is not limited te�
e. Dmiliage Sm,ales; slope stakes and flew lifie blue tops at 50 feet (15 m) stations
Taxiway "D" and "E" GP- 17 General Provisions
Sebastian Municipal Airport Section 50- Control of Work
I
h. Painting and stripiag layout (Pinfled with .
4 ineh PK flails) marked faf pailli C-enwaklief. (All Flails
Shall be Fellieved afieF painting).
i. LaSer, OF Other RHtOH!Htie E611461
.,
c
Taxiway "D" and "E" GP- 18 General Provisions
Sebastian Municipal Airport Section 50- Control of Work
l �
t
Holding areas
e. n0.... P •.:.d... operatons[
ekalh paving laae width
f\ F ...
( 1 G m) s
El. ShOUIdeF and safety
of 50 feet ( 15 ill) affilets.
aFea Nue taps at 50
foal (15 M) Statiffilli afid
Hi-, 18
at all bFea!E paints,
with aialiimam
fi FleetFieal and GemmunFeations
pull and •«..«6,J.,..
System
leklations, lines and gfades
Lighting Wind
ineludiiig bu! Fiat
limited to dilet
r
g. Di-ain lines, eut stakes
and nment Ell!
S
25 t;38t (7.5 IR) 4660M,
ifliet and WaRhOlef,.
h. Painting and stripiag layout (Pinfled with .
4 ineh PK flails) marked faf pailli C-enwaklief. (All Flails
Shall be Fellieved afieF painting).
i. LaSer, OF Other RHtOH!Htie E611461
.,
c
Taxiway "D" and "E" GP- 18 General Provisions
Sebastian Municipal Airport Section 50- Control of Work
C-0fitF015 afid Stake-, diSIL11-hted OF Saspeet 4 having been distufbed shall be eheeked and'of Feset as
diFeeted by the
b
50-07 Automatically controlled equipment. 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 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 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. Inspectors are not authorized to revoke, alter, or
waive any provision of the contract. Inspectors are not authorized to issue instructions contrary to the
plans and specifications or to act as foreman for the Contractor.
Inspectors are authorized to notify the Contractor or his or her representatives 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 a decision.
50-09 Inspection of the work. All materials and each part or detail of the work shall be subject to
inspection. 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 portions 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.
Any work done or materials used without supervision or inspection by an authorized representative of the
Owner may be ordered removed and replaced at the Contractor's expense unless the Owner's
representative failed to inspect after having been given reasonable notice in writing that the work was to
be performed.
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.
50-10 Removal of unacceptable and unauthorized work. All work that 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 50-02 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
70-14 titled CONTRACTOR'S RESPONSIBILITY FOR WORK of Section 70.
No removal work made under provision of this subsection shall be done without lines and grades having
been established by the Engineer. Work done contrary to the instructions of the Engineer, work done
beyond the lines shown on the plans or as established by the Engineer, 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.
Taxiway "D" and "E" GP- 19 General Provisions
Sebastian Municipal Airport Section 50- Control of Work
Upon failure on the part of the Contractor to comply 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.
50-11 Load restrictions. The Contractor shall comply with all 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 that 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 structure before the expiration of the curing period. The Contractor shall be responsible for all damage
done by his or her hauling equipment and shall correct such damage at his or her own expense.
50-12 Maintenance during construction. The Contractor shall maintain the work during construction
and until the work is accepted. 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 50-12 titled MAINTENANCE DURING CONSTRUCTION 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.
Should the Contractor fail to respond to the Engineer's notification, the Owner may suspend any work
necessary for the Owner to correct such unsatisfactory maintenance condition, depending on the exigency
that exists. Any maintenance cost incurred by the Owner, shall be deducted from monies due or to
become due the Contractor.
50-14 Partial acceptance. I£ at any time during the execution of the project the Contractor substantially
completes a usable unit or portion of the work, the occupancy of which will benefit the Owner, the
Contractor may request the Engineer to make final inspection of that unit. If the Engineer finds upon
inspection that the unit has been satisfactorily completed in compliance with the contract, the Engineer
may accept it as being complete, 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 acceptance. Upon due notice from the Contractor of presumptive completion of the entire
project, the Engineer and Owner will make an inspection. If all construction provided for and
contemplated by the contract is found to be complete in accordance with the contract, plans, 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
Taxiway "D" and `B" GP- 20 General Provisions
Sebastian Municipal Airport Section 50- Control of Work
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.
50-16 Claims for adjustment and disputes. If for any reason the Contractor deems that additional
compensation is due for work or materials not clearly provided for in the contract, plans, or specifications
or previously authorized as extra work, the Contractor shall notify the Engineer in writing of his or her
intention to claim such additional compensation before the Contractor begins the work on which the
Contractor 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 10 calendar days, submit a 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 differences in measurements or computations.
The following documentation and information must be presented in order for the Engineer to properly
evaluate such claim:
a. Definition of the basis of the claim, including a detailed identification of which materials and what
work is considered to represent a change to the original contract, an explanation of why the work or mate-
rial is different than what was called for by the original contract, and an identification of the contract pro-
visions and anything else which the Contract relied uoon:
b. An explanation of how and why the work which is considered a change resulted in any additional cost
or performance time for the Contractor:
c. An identification of the categories of additional costs which were incurred, an estimate of the dollar
magnitude of each, and a statement of the impact this work will have on the construction schedule, in-
cluding the contract completion dates;
d. An indication of how the additional costs which is believed that were incurred can be, and are to be,
quantified:
e. Documentation of any actual additional costs and any actual impact to the construction schedule due
to this work:
f. Documentation of the cost of performing all similar "unchanged" work, to provide the Engineer a ba-
sis for comparison:
R. All backup and other documentation which are believed to support or relate to the claim;
Documentation quantifying the amount of work which is believed to constitute this 'changed" work, and
the time period and the areas where such work was performed.
The giving of a timely notice of a potential claim prior to undertaking the work which is the subject of the
claim, and the submittal of the above listed information for claim evaluation within ten days after the
work is completed, are conditions precedent to the making of the claim, to recovery thereon, and to the
bringing of a legal action for the resolution thereof.
50-18 RETEST OF WORK. When as provided for in the contract documents, the Owner perfornms
sampling and tests of the work and the tests show a failure to meet the requirements of the contract
documents. the expense of retesting, after reworking or substitution by the Contractor will be at the
expense of the Contractor and such costs will be deducted from the payments otherwise due to the
Contractor.
Taxiway "D" and "E" GP- 21 General Provisions
Sebastian Municipal Airport Section 50- Control of Work
50-19 CORRECTION OF WORK AFTER FINAL PAYMENT. Neither the final certificate nor pay-
ment, nor any provision in the contract documents shall relieve the Contractor of responsibility for faulty
materials or workmanship and, unless otherwise specified, he shall remedy any defect due thereto and pay
for any damage to other work resulting therefrom, which shall appear within a period of one year from
date of final acceptance. Wherever the word "acceptance" occurs, it shall be understood to mean final
acceptance.
The Owner shall give notice of observed defects with reasonable promptness. If the Contractor fails to
remedy any failure, defect, or damage within a reasonable time after the receipt of notice, the Owner shall
have the right to replace, repair, or otherwise remedy the failure, defect. or damage at the Contractors
expense. With respect to all warranties. expressed or implied, from subcontractors, manufacturer, or sup-
pliers for work performed and materials furnished under this Contract, the Contractor shall:
a. Obtain all warranties that would be given in normal commercial practice;
b. Require all warranties to be executed, in writing, for the benefit of the Owner.
50-20 VENUE. This contract has been executed by, delivered to and accepted by the Owner in the state
where the Airport is located, and the provisions hereof shall be govemed by the laws of that state. Any
disputes arising out of or related to this contract shall be resolved in accordance with said laws.
The parties agree that any action or legal proceeding arising out of or related to this contract shall be
brought in the state courts of the county in which the Aimort lies, or in the federal court in the district
where the Airoort is located; and the parties hereby consent to and waive any objection to jurisdiction or
venue in said courts.
END OF SECTION 50
Taxiway "D" and "E" GP- 22 General Provisions
Sebastian Municipal Airport Section 50- Control of Work
Section 60 Control of Materials
60-01 Source of supply and quality requirements. The materials used in the work shall conform to the
requirements 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 Contractor 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 stated. 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 advisory circular (AC) 150/5345-53, Airport Lighting Equipment Certification Program,
and Addendum that is in effect on the date of advertisement; and,
b. Produced by the manufacturer as listed in the Addendum cited above for the certified equipment
part number.
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: [N/Al.
60-02 Samples, tests, and cited specifications. Unless otherwise designated, all materials used in the
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 and unauthorized will not be paid
for and, if directed by the Engineer, shall be removed at the Contractor's expense.
Unless otherwise designated, quality assurance tests in accordance with the cited standard methods of
ASTM, American Association of State Highway and Transportation Officials (AASHTO), Federal
Specifications, Commercial Item Descriptions, and all other cited methods, which are current on the date
of advertisement for bids, will be made by and at the expense of the Engineer.
The testing organizations performing on-site quality assurance field tests shall have copies of all
referenced standards on the construction site for use by all technicians and other personnel, including the
Contractor's representative at his or her request. Unless otherwise designated, samples for quality
assurance will be taken by a qualified representative of the Engineer. 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 their request after review and approval of the
Engineer.
The Contractor shall employ a testing organization to perform all Contractor required Quality Control
tests. The Contractor shall submit to the Engineer resumes on all testing organizations and individual
persons who will be performing the tests. The Engineer will determine if such persons are qualified. All
the test data shall be reported to the Engineer after the results are known. A legible, handwritten copy of
all test data shall be given to the Engineer daily, along with printed reports, in an approved format, on a
weekly basis. After completion of the project, and prior to final payment, the Contractor shall submit a
Taxiway "D" and "E" Page 23 General Provisions
Sebastian Municipal Airport Section 60- Control of Materials
final report to the Engineer showing all test data reports, plus an analysis of all results showing ranges,
averages, and corrective action taken on all failing tests.
In the event that any tests show a failure to meet the requirements of the contract documents, the expense
of retestine, after substitution or modification by the Contractor, will be at the expense of the Contractor
and such costs will be deducted from the payments otherwise due to the Contractor. The Contractor shall
eive sufficient notification of the Placing of orders for materials to pennit testing.
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 manufacturer'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,
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, the Contractor shall furnish
the manufacturer's certificates of compliance as hereinbefore described for the specified 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 cer-
tificates of compliance.
60-04 Plant inspection. The Engineer or his or her 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 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 the Engineer 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 that has been tested
and approved at the source of supply after it has been delivered to the site. The Engineer shall have the
Taxiway "D" and "E" Page 24 General Provisions
Sebastian Municipal Airport Section 60- Control of Materials
right to reject only material which, when retested, does not meet the requirements of the contract, plans,
or specifications.
60-05 Engineer's field office. Not Required
60-06 Storage of materials. 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 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 or her 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.
Rejected material or assembly, the defects of which have been corrected by the Contractor, shall not be
returned to the site of the work until such time as the Engineer has approved its use in the work.
60-08 Owner furnished materials. The Contractor shall furnish all materials required to complete the
work, except those specified, if any, to be furnished by the Owner. Owner -furnished materials shall be
made available to the Contractor at the location specified.
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 -famished material has been delivered to the location specified, the Contractor shall be
responsible for any demurrage, damage, loss, or other deficiencies that 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 -fa nished materials.
END OF SECTION 60
Taxiway "D" and "E" Page 25 General Provisions
Sebastian Municipal Airport Section 60- Control of Materials
Intentionally Left Blank
Taxiway "D" and "E" Page 26 General Provisions
Sebastian Municipal Airport Section 60- Control of Materials
Section 70 Legal Regulations and Responsibility 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. The Contractor 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 or her officers, agents, or servants against any claim or liability arising from or based on the violation
of any such law, ordinance, regulation, order, or decree, whether by the Contractor or the Contractor's
employees.
If the Contractor observes that the drawings and specifications are at variance with any laws, codes, ordi-
nances. and regulations, he shall promptly notify the Engineer in writing, and any necessary chanties shall
be adjusted as provided in the contract for changes in the work. If the Contractor performs any work con-
trary to such laws, codes, ordinances, and reeulations, and without such notice to the Engineer. he shall
bear all costs arising therefrom.
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 execution 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, the Contractor shall provide
for such use by suitable legal agreement with the Patentee or Owner. The Contractor and the surety shall
indemnify and hold 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 execution or after the
completion of the work.
70-04 Restoration of surfaces disturbed by others. The Owner reserves the right to authorize the
construction, reconstruction, or maintenance of any public or private utility service, FAA or National
Oceanic and Atmospheric Administration (NOAA) facility, or a utility service of another government
agency at any time during the progress of the work. To the extent that such construction, reconstruction,
or maintenance has been coordinated with the Owner, such authorized work (by others) is indicated as
follows: [N/Al.
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 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 Airport Improvement Program (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
Taxiway "D" and `B" GP- 27 General Provisions
Sebastian Municipal Airport Section 70- Legal Regulations and Responsibility to Public
United States Government's (FAA's) agreement with the Owner, the Owner has included provisions in
this contract pursuant to the requirements of Title 49 of the USC and the Rules and Regulations of the
FAA that pertain to the work.
As required by the USC, the contract work is subject to the inspection and approval of duly authorized
representatives of the FAA Administrator, 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 USC, the rules and regulations implementing the USC, or this contract shall be
construed as making the Federal Government a party to the contract nor will any such requirement
interfere, in any way, with the rights of either party to the contract.
The attention of the Contractor is also invited to the fact that the State in which this project is located will
pay a portion of the cost of this improvement. In accordance with said State's rules and reeulations, work
will be subject to such inspection of the State, or its representative, as deemed necessary to protect the
interests of the neople of the State. The Contractor shall furnish the inspecting party with every reasona-
ble assistance to ascertain whether or not the requirements and intent of the contract are being met. Such
inspections will in no way infer that the State is party to the contract, except for those contracts wherein
the State is a signatory.
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 or 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 that are unsanitary, hazardous, or dangerous to his or her health or safety.
70-07 Public convenience and safety. The Contractor shall control his or her operations and those of his
or 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 or her own operations and those of his or her subcontractors and all suppliers in accordance
with the subsection 40-05 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 80-04 titled LIMITATION OF OPERATIONS of Section 80 hereinafter.
The Contractor shall Provide initial and continuing instructions to all supervisors, employees, subcontrac-
tors, and suppliers to enable them to conduct their work in a manner that will Provide the maximum safety
with the least hindrance to air and ground traffic, the general Public, aimort employees, and to the work-
men employed on the site.
All safety Provisions specified by the Plans and documents or received from the Engineer, and those re-
quired by laws, codes and ordinances, shall be thoroughly disseminated and rigidly enforced.
70-08 Barricades, warning signs, and hazard markings. The Contractor shall furnish, erect, and
maintain all barricades, 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 suitably illuminated. Unless otherwise specified, barricades, warning signs, and markings for hazards
that are in the air operations area (AOAs) shall be a maximum of 18 inches (0.5 m) high. Unless
otherwise specified, barricades shall be spaced not more than 4 feet (1.2 m) apart. Barricades, warning
signs, and markings shall be paid for under subsection 40-05.
Taxiway "D" and `B" GP- 28 General Provisions
Sebastian Municipal Airport Section 70- Legal Regulations and Responsibility to Public
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 on Uniform
Traffic Control Devices.
When the work requires closing an air operations area of the airport or portion of such area, the
Contractor shall furnish, erect, and maintain temporary markings and associated lighting conforming to
the requirements of advisory circular (AC) 150/5340-1 L, Standards for Airport Markings.
The Contractor shall furnish, erect, and maintain markings and associated lighting of open trenches,
excavations, temporary stock piles, and the Contractor's parked construction equipment that may be
hazardous to the operation of emergency fire -rescue or maintenance vehicles on the airport in reasonable
conformance to AC 150/5370-2F, Operational Safety on Airports During Construction.
The Contractor shall identify each motorized vehicle or piece of construction equipment in reasonable
conformance to AC 150/5370-2F.
The Contractor shall furnish and erect all barricades, warning signs, and markings for hazards prior to
commencing work that requires such erection and shall maintain the barricades, warning signs, and
markings for hazards until their removal is directed by the Engineer.
Open -flame type lights shall not be permitted.
This work, includine required materials and equipment, and labor, etc., shall be incidental to the various
items of work and all costs hereto are to be included in the various unit bid items, except as otherwise
Provided for in the contract documents.
70-09 Use of explosives. When the Use Of eXplesivese _ the eiiecution of the , edE the
b -
fi�Olfl the Use Of eXPIOSk'eS.All explosives shall he stored in a sectife fflaFiner iH eemplianee with all laws and ardiliances, and all sueh
b
suf4eiendy in adNanpe tR -441e them to take such steps as they may deem fleeessaa�, to pfateet thei
7UP
Thp uffip of pipptfieal blasting eaps -hall fiat be pefiHitted an oF withi!i 1,000 feet (300 Fn) of !he aifpe!4
prepeFty. Not permitted
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 markers 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
execution of the work, resulting from any act, omission, neglect, or misconduct in manner or method of
executing the work, or at any time due to defective work or materials, and said responsibility shall not be
released until the project has been completed and accepted.
When or where any direct or indirect damage or injury is done to public or private property by or on ac-
count of any act, omission, neglect, or misconduct in the execution of the work, or in consequence of the
non -execution thereof by the Contractor, the Contractor shall restore, at his or her own expense, such
property to a condition similar or equal to that existing before such damage or injury was done, by repair -
Taxiway "D" and `B" GP- 29 General Provisions
Sebastian Municipal Airport Section 70- Legal Regulations and Responsibility to Public
ing, or otherwise restoring as may be directed, or the Contractor shall make good such damage or injury
in an acceptable manner.
Work that is to remain in place which is damaged or defaced by reasons of work performed under this
contract shall be restored at no additional cost to the Owner.
Items removed, indicated to be salvaged for Owner or reused in new work, which are damaged beyond
repair, shall be replaced with equal new materials under this contract at no additional cost to the Owner.
Existing pavement or other existing work not specified for removal which is temporarily removed, dam-
aged. exposed. or in anv wav disturbed or altered by work under this contract shall be repaired, patched,
or replaced to the complete satisfaction of the Engineer at no additional cost to the Owner.
Where it is necessary to cut, alter, remove, or temporarily remove and replace existing property or equip-
ment, the cost shall be included in the contract price for the item creati112 such work.
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 Compensation Act," or any other law, ordinance, order, or
decree. Money due the Contractor under and by virtue of his or her contract considered necessary by the
Owner for such purpose may be retained for the use of the Owner or, in case no money is due, his or her
surety may be held until such suits, actions, or claims for injuries or damages shall have been settled and
suitable evidence to that effect furnished to the Owner, except that money due the Contractor will not be
withheld when the Contractor produces satisfactory evidence that he or she is adequately protected by
public liability and property damage insurance.
70-12 Third party beneficiary clause. 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 for 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.
70-13 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 or her own estimate of the difficulties involved in
arranging the work to permit such beneficial occupancy by the Owner as described below:
See plans
Upon completion of any portion of the work listed above, such portion shall be accepted by the Owner in
accordance with the subsection 50-14 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 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 and 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
Taxiway "D" and "E" GP- 30 General Provisions
Sebastian Municipal Airport Section 70- Legal Regulations and Responsibility to Public
that is not attributable to traffic which is permitted by the Owner shall be repaired by the Contractor at his
or her expense.
The Contractor shall make his or 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.
Contractor shall be required to conform to safety standards contained AC 150/5370-2 (see Special
Provisions).
Contractor shall refer to the approved Construction Safety Phasing Plan (CSPP) to identify barricade
requirements and other safety requirements prior to opening up sections of work to traffic.
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
50-14 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
government 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 or 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 planting, seeding,
and sodding furnished under the contract, and shall take adequate precautions to protect new tree growth
and other important vegetative growth against injury.
70-15 Contractor's responsibility for utility service and facilities of others. As provided in the
subsection 70-04 titled RESTORATION OF SURFACES DISTURBED BY OTHERS of this section, the
Contractor shall cooperate 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 their operations to prevent the unscheduled interruption of such utility services
and facilities.
To the extent that such public or private utility services, 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:
See plans
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 the 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 or her plan of operations. Such notification shall be
in writing addressed to THE PERSON TO CONTACT as provided in this subsection and subsection 70 -
Taxiway "D" and "E" GP- 31 General Provisions
Sebastian Municipal Airport Section 70- Legal Regulations and Responsibility to Public
04 titled RESTORATION OF SURFACES DISTURBED BY OTHERS of this section. A copy of each
notification shall be given to the Engineer.
In addition to the general written notification provided, it shall be the responsibility of the Contractor to
keep such individual Owners advised of changes in their plan of operations that would affect such
Owners.
Prior to beginning the work in the general vicinity of an existing utility service or facility, the Contractor
shall again notify each such Owner of their 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 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 days' notice shall be cause for the Owner 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 hand excavation methods within 3 feet (1 m) of such outside limits
at such points as maybe required to ensure 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, the Contractor 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 their operations whether due to negligence or accident. The Owner reserves the right to deduct
such costs from any monies due or which may become due the Contractor, or his or her surety.
70-15.1 FAA facilities and cable runs. Not Applicable
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.
70-17 Personal liability of public officials. In carrying out any of the contract provisions or in exercising
any power or authority granted by this contract, there shall be no liability upon the Engineer, his or her
authorized representatives, or any officials 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.
70-18 No waiver 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 stop the Owner from correcting any measurement, estimate, or certificate made before or after
completion of the work, nor shall the Owner be precluded or stopped from recovering from the Contractor
or his or her surety, or both, such overpayment as may be sustained, or by failure on the part of the
Contractor to fulfill his or her obligations under the contract. A waiver on the part of the Owner 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 Owner'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. The Contractor 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.
Taxiway "D" and "E" GP- 32 General Provisions
Sebastian Municipal Airport Section 70- Legal Regulations and Responsibility to Public
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 or her operations, any building, part of a building, structure,
or object that is incongruous with its surroundings, the Contractor shall immediately cease operations in
that location and notify the Engineer. The Engineer will immediately investigate the Contractor's finding
and the Owner will direct the Contractor to either resume operations or to suspend operations as directed.
Should the Owner 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 change order or supplemental agreement as provided in the subsection 40-04 titled EXTRA
WORK of Section 40 and the subsection 90-05 titled PAYMENT FOR EXTRA WORK of Section 90. If
appropriate, the contract change order or supplemental agreement shall include an extension of contract
time in accordance with the subsection 80-07 titled DETERMINATION AND EXTENSION OF
CONTRACT TIME of Section 80.
END OF SECTION 70
Taxiway "D" and `B" GP- 33 General Provisions
Sebastian Municipal Airport Section 70- Legal Regulations and Responsibility to Public
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Taxiway "D" and "E" GP- 34 General Provisions
Sebastian Municipal Airport Section 80- Execution and Progress
Section 80 Execution 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.
The Contractor shall provide copies of all subcontracts to the Engineer. The Contractor shall perform,
with his organization, an amount of work equal to at least [401 percent of the total contract cost.
Should the Contractor elect to assign his or her 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.
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 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 24 hours in advance
of the time actual construction operations will begin. The Contractor shall not commence any actual
construction prior to the date on which the notice to proceed is issued by the Owner.
80-03 Execution and progress. Unless otherwise specified, the Contractor shall submit their progress
schedule for the Engineer's approval within 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 their operations to provide such additional materials, equipment, and labor necessary to meet the
revised schedule. Should the execution of the work be discontinued for any reason, the Contractor shall
notify the Engineer at least 24 hours in advance of resuming operations.
The Contractor shall not commence any actual construction prior to the date on which the notice to
proceed is issued by the Owner.
80-04 Limitation of operations. The Contractor shall control his or her operations and the operations of
his or her subcontractors and all suppliers to provide for the free and unobstructed movement of aircraft in
the air operations areas (AOA) of the airport.
When the work requires the Contractor to conduct his or her operations within an AOA of the airport, the
work shall be coordinated with airport operations (through the Engineer) at least 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 associated lighting is in place as provided in the
subsection 70-08 titled BARRICADES, WARNING SIGNS, AND HAZARD MARKINGS of Section
70.
When the contract work requires the Contractor to work within an AOA of the airport on an intermittent
basis (intermittent opening and closing of the AOA), the Contractor shall maintain constant
communications as specified; immediately obey all instructions to vacate the AOA; immediately obey all
instructions to resume work in such AOA. Failure to maintain the specified communications or to obey
instructions shall be cause for suspension of the Contractor's operations in the AOA until the satisfactory
conditions are provided. The following AOA cannot be closed to operating aircraft to permit the
Contractor's operations on a continuous basis and will therefore be closed to aircraft operations
intermittently as follows:
Taxiway "D" and "E" GP- 35 General Provisions
Sebastian Municipal Airport Section 80- Execution and Progress
See plans
Contractor shall be required to conform to safety standards contained in AC 150/5370-2, Operational
Safety on Airports During Construction (see Special Provisions).
80-04.1 Operational safety on airport during construction. All Contractors' operations shall be
conducted in accordance with the project Construction Safety and Phasing Plan (CSPP) and the
provisions set forth within the current version of AC 150/5370-2. The CSPP included within the contract
documents conveys minimum requirements for operational safety on the airport during construction
activities. The Contractor shall prepare and submit a Safety Plan Compliance Document that details how
it proposes to comply with the requirements presented within the CSPP.
The Contractor shall implement all necessary safety plan measures prior to commencement of any work
activity. The Contractor shall conduct routine checks to assure compliance with the safety plan measures.
The Contractor is responsible to the Owner for the conduct of all subcontractors it employs on the project.
The Contractor shall assure that all subcontractors are made aware of the requirements of the CSPP and
that they implement and maintain all necessary measures.
No deviation or modifications may be made to the approved CSPP unless approved in writing by the
Owner or Engineer.
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 specifications.
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 violates any operational regulations
or operational safety requirements and, 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 approval of the Engineer.
Should the Contractor fail to remove such persons or person, or fail to furnish suitable and sufficient
personnel for the proper execution of the work, the Engineer may suspend the work by written notice until
compliance with such orders.
All equipment that 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, the Contractor 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 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
Taxiway "D" and "E" GP- 36 General Provisions
Sebastian Municipal Airport Section 80- Execution and Progress
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.
Any person employed by the Contractor or by a 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 anv 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 per-
sonnel for the proper prosecution of the work, the Engineer may susnend the work by written notice until
compliance with such orders.
The failure to provide adequate labor and equipment may be considered cause for terminating the con-
tract.
80-06 Temporary suspension of the work. The Owner shall have the authority to suspend the work
wholly, or in part, for such period or periods as the Owner may deem necessary, due to unsuitable
weather, or such other conditions as are considered unfavorable for the execution 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 Owner, 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 expended 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 resume work. The Contractor shall submit with his or her 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 Owner, or for any other delay provided for in the contract,
plans, or specifications.
If it should become necessary to suspend work for an indefinite period, the Contractor shall store all
materials in such manner that they will not become an obstruction nor become damaged in any way. The
Contractor shall take every precaution to prevent damage or deterioration of the work performed and
provide for normal drainage of the work. The Contractor shall erect temporary structures where necessary
to provide for traffic on, to, or from the airport.
If the Contractor requests a suspension of the work in whole or part for such period or periods as he may
need, due to unsuitable weather or such other conditions as Contractor considers unfavorable for the pros-
ecution of the work, or if ordered by Owner or Engineer due to inclement weather or the failure on the
part of the Contractor to carry out orders given, or to perform any or all provisions of the Contractor shall
nerform the following without additional compensations:
1. Suitably store all materials.
2.I1uplement measures to protect existing work from damage or deterioration.
3. Erect such temporary structures and barricades as Engineer may require to provide for traffic on, to, or
Taxiway "D" and "E" GP- 37 General Provisions
Sebastian Municipal Airport Section 80- Execution and Progress
from the airport and air operations area.
4. Periodically inspect and maintain the work and temporary measures during the suspension period. Re-
pair any damage to the work during the susnension period.
5. Pay all cost of Owner associated with the suspension including but not limited to cost of Engineer, in-
spection and Owner's testing laboratory to perform their contractual requirements with respect to the pro-
iect durine the work suspension.
6. Maintain all insurance and bond coverages.
7. Perform such other work as required by the Contract Documents with respect to the Proiect.
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 famish the Contractor a copy of his or her weekly statement of the number of working days
charged against the contract time during the week and the number of working days currently specified 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 or her 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, 12 hours shall be
used. Should the normal work force be on a triple -shift, 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 Owner 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.
(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 final acceptance
as defined in the subsection 50-15 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
or her objections to the Engineer's weekly statement. If no objection is filed within such specified time,
the weekly statement shall be considered as acceptable to the Contractor.
The contract time (stated in the proposal) is based on the originally estimated quantities as described in
the subsection 20-05 titled INTERPRETATION OF ESTIMATED PROPOSAL QUANTITIES of
Taxiway "D" and "E" GP- 38 General Provisions
Sebastian Municipal Airport Section 80- Execution and Progress
Section 20. Should the satisfactory completion of the contract require performance of work in greater
quantities than those estimated in the proposal, 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 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 non -work days. All calendar days elapsing between the effective dates of the Owner'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 cost of work or the extension of contract time
that has been covered by a change order or supplemental 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 complete.
If the Contractor finds it impossible for reasons beyond his or her control to complete the work within the
contract time as specified, or as extended in accordance with the provisions of this subsection, the
Contractor may, at any time prior to the expiration of the contract time as extended, make a written
request to the Owner for an extension of time setting forth the reasons which the Contractor believes will
justify the granting of his or her request. Requests for extension of time on calendar day projects, caused
by inclement weather, shall be supported with National Weather Bureau data showing the actual amount
of inclement weather exceeded what could normally be expected during the contract period. The
Contractor's plea that insufficient time was specified is not a valid reason for extension of time. If the
supporting documentation justify the work was delayed because of conditions beyond the control and
without the fault of the Contractor, the Owner may extend the time for completion by a change order that
adjusts the contract time or completion date. The extended time for completion shall then be in full force
and effect, the same as though it were the original time for completion.
In all cases where the Contractor is delaved, obstructed, or hindered in the execution of the work, or anv
part thereof, for any reason whatsoever, the Contractor shall not be entitled to claim or recover anv
damages or additional pavment from the Owner or Engineer. However, it is the intent of this Contract
that in all cases where the Contractor is substantially delayed, obstructed, or hindered in the execution of
the work through no fault of the Contractor and because of conditions beyond the Contractor's control, the
Engineer may recommend an extension on the contract time under Subsection 80-07 by such amount as
conditions, in the iudmnent of the Engineer, justifv, and such extension of the contract time shall be the
exclusive remedy of the Contractor for delay, hindrance or obstruction occurring through no fault of the
Contractor and because of conditions beyond the Contractor's control.
80-08 Failure to complete on time. For each calendar day or working day, as specified in the contract,
that any work remains uncompleted after the contract time (including all extensions and adjustments as
provided in the subsection 80-07 titled DETERMINATION AND EXTENSION OF CONTRACT TIME
of this Section) the sum specified in the contract and proposal as liquidated damages will be deducted
from any money due or to become due the Contractor or his or her surety. Such deducted sums shall not
be deducted as a penalty but shall be considered as liquidation of a reasonable portion of damages
including but not limited to additional engineering services that will be incurred by the Owner should the
Contractor fail to complete the work in the time provided in their contract.
Taxiway "D" and "E" GP- 39 General Provisions
Sebastian Municipal Airport Section 80- Execution and Progress
Schedule Liquidated Damages Cost Allowed Construction Time
See Section 01010- Summary of Work
—1 will be the sum ef the time allowed F
e9mpletien may have been extended, will a wavieF en the pai4 ef the Owtier ef any
80-09 Default and termination of contract. The Contractor shall be considered in default of his or her
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 and/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 anew such
work as may be rejected as unacceptable and unsuitable, or
d. Discontinues the execution 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 the Contractor unsatisfied for a period of 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.
Should the Engineer consider the Contractor in default of the contract for any reason above, the Engineer
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 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 execution 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.
Taxiway "D" and "E" GP- 40 General Provisions
Sebastian Municipal Airport Section 80- Execution and Progress
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 execution 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 the actual number 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 to and from the job will be considered, the intent
being that an equitable settlement will be made with the Contractor.
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 or her
responsibilities for the completed work nor shall it relieve his or her surety of its obligation for and
concerning any just claim arising out of the work performed.
The Engineer and the Owner shall be given full access to all books, cost records, correspondence and pa-
pers of the Contractor relating to the contract in order to determine amounts to be paid the Contractor due
to any termination of the contract.
80-11 Work area, storage area and sequence of operations. The Contractor shall obtain approval from
the Engineer prior to beginning any work in all areas of the airport. No operating runway, taxiway, or air
operations area (AOA) shall be crossed, entered, or obstructed while it is operational. The Contractor
shall plan and coordinate his or her work in such a manner as to ensure safety and a minimum of
hindrance to flight operations. All Contractor equipment and material stockpiles shall be stored a
minimum of of [250' for Runway 5-23 and 125' for Runway 10-281 feet from the centerline of an
active runway. No equipment will be allowed to park within the approach area of an active runway at any
time. No equipment shall be within [200' for Runway 5-23 and 125' for Runwav 10-281 feet of an
active runway at any time.
END OF SECTION 80
Taxiway "D" and "E" GP- 41 General Provisions
Sebastian Municipal Airport Section 80- Execution and Progress
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Taxiway "D" and `B" GP- 42 General Provisions
Sebastian Municipal Airport Section 90- Measurement and Payment
Section 90 Measurement and Payment
90-01 Measurement of quantities. All work completed under the contract will be measured by the
Engineer, or his or her authorized representatives, using United States Customary Units of Measurement
or the International System of Units.
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 9 square feet (0.8
square meters) 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
inch.
The term "ton" will mean the short ton consisting of 2,000 lb (907 Ian) avoirdupois. All materials that are
measured or proportioned by weights shall be weighed on accurate, approved scales by competent,
qualified personnel at locations designed by the Engineer. If material is shipped by rail, the car weight
may be accepted provided that only the actual weight of material is 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.
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
for the materials hauled, 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 (cubic meter) may be weighed, and such weights will be converted to cubic
yards (cubic meters) for payment purposes. Factors for conversion from weight measurement to volume
measurement will be determined by the Engineer and shall be agreed to by the Contractor before such
method of measurement of pay quantities is used.
Bituminous materials will be measured by the gallon (liter) or ton (kg). When measured by volume, such
volumes will be measured at 60°F (16°C) or will be corrected to the volume at 607 (16°C) using ASTM
D1250 for asphalts or ASTM D633 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.
Taxiway "D" and "E" GP- 43 General Provisions
Sebastian Municipal Airport Section 90- Measurement and Payment
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 quantifies.
Cement will be measured by the ton (kg) or hundredweight (km).
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.
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 the 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 90-05 titled PAYMENT
FOR EXTRA 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 permanently installed
commercial scales.
Scales shall be accurate within 1/2% 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 I% of the nominal rated capacity of the scale,
but not less than I pound (454 grams). The use of spring balances will not be permitted.
Beams, dials, platforms, and other scale equipment shall be so arranged that the operator and the inspector
can safely and conveniently view them.
Scale installations shall have available ten standard 50 -pound (2.3 km) 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.
Scales "overweighing" (indicating more than correct weight) will not be permitted to operate, and all
materials received subsequent to the last previous correct weighting -accuracy test will be reduced by the
percentage of error in excess of one-half of I%.
In the event inspection reveals the scales have been underweighing (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, certifying, testing, and maintaining scales; for
furnishing check weights and scale house; and for all other items specified in this subsection, 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
Taxiway "D" and "E" GP- 44 General Provisions
Sebastian Municipal Airport Section 90- Measurement and Payment
made, unless the dimensions of said portions of the work shown on the plans are revised by the Engineer.
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 execution thereof, subject to the provisions of the subsection 70-18
titled NO WAIVER OF LEGAL RIGHTS of Section 70.
When the "basis of payment" subsection of a technical specification requires that the contract price (price
bid) include compensation for certain work or material essential to the item, this same work or material
will not also be measured for payment under any other contract item which may appear elsewhere in the
contract, plans, or specifications.
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 completed
and accepted. No allowance, except as provided for in the subsection 40-02 titled ALTERATION OF
WORK AND QUANTITIES of Section 40 will be made for any increased expense, loss of expected
reimbursement, or loss of anticipated profits suffered or claimed by the Contractor which results directly
from such alterations or indirectly from his or her unbalanced allocation of overhead and profit among the
contract items, or from any other cause.
90-04 Payment for omitted items. As specified in the subsection 40-03 titled OMITTED ITEMS of
Section 40, the Engineer shall have the right to omit from the work (order nonperformance) any contract
item, except major contract items, in the best interest of the Owner.
Should the Engineer omit or order nonperformance of a contract item or portion of such item from the
work, the Contractor 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 Contractor as to the nature the amount of such
costs.
90-05 Payment for extra work. &itfa wedi
Extra work, performed in accordance with subsection 40-04 EXTRA WORK, will be paid for at the con-
tract prices or agreed prices specified in the change order or supplemental agreement authorizing the extra
work. When the change order or supplemental agreement authorizing the extra work requires that it be
done by force account, such force account shall be measured and paid for as follows (THE FOLLOWING
PAYMENT PROVISIONS APPLY ONLY WHERE THE NATURE OF THE EXTRA WORK IS SUCH
THAT IT CANNOT BE MEASURED AND PAID FOR ACCORDING TO THE CONTRACT UNIT
PRICES) :
a. Labor. For all labor (skilled and unskilled) and foremen in direct charge of a specific force ac-
count item. the Contractor shall receive the rate of wage (or scale) for every hour that such labor or Fore -
Taxiway "D" and `B" GP- 45 General Provisions
Sebastian Municipal Airport Section 90- Measurement and Payment
man is actually engaged in the specified force account work. Such wase (or scale) shall be agreed upon
in writing before the beginning of the work.
The Contractor shall receive the actual costs paid to, or in behalf of, workers by reason of subsistence and
travel allowances, health and welfare benefits, pension fund benefits or other benefits, when such
amounts are required by collective bargaining agreement or other employment contract generally applica-
ble to the classes of labor employed on the work.
An amount equal to 15 percent of the sum of the above items will also be paid to the Contractor.
b. Insurance and Taxes. For property damage, liability, and workmen's compensation insurance
premiums, unemployment insurance contributions, and social security taxes on the force account work the
Contractor shall receive the actual cost, to which cost (sum) 5 percent will be added. The Conuactor shall
furnish satisfactory evidence of the rate or rates paid for such insurance an taxes.
C. Materials. For materials accepted by the Engineer and then used, the Contractor shall receive the
actual cost of such material delivered on the work, including transportation charges paid by him (exclu-
sive of machinery rentals as hereinafter set forth), to which cost (sum) 15 percent will be added.
d. Equipment. For anv machinery or special equipment (other than small tools) including fuel and
lubricants, plus transportation costs, the use of which has been authorized by the Engineer, the Contractor
shall receive the rental rates agreed upon in writing before such work is begun for the actual time that
such equipment is committed to the work. to which rental sum 15 percent will be added.
e. Miscellaneous. 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.
E 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 the Engineer or their duly authorized representatives.
g. Statement. No payment will be made for work performed on a force account basis until the Con-
tractor has furnished 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 fore-
man.
(2) Designation, dates, daily hours, total hours, rental rate, and extension for each unit of machinery
and equipment
(3) Quantities of materials.
(4) Transportation of materials.
(5) Cost of property damage, liability and workman's compensation insurance premiums, unemploy-
ment insurance contributions, and social security tax.
Statements shall be accomolished and supported by a receipted invoice for all materials used and trans-
portation charges. However, if material 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 fur -
Taxiway "D" and "E" GP- 46 General Provisions
Sebastian Municipal Airport Section 90- Measurement and Payment
nish 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.
The additional payment, based on the percentages specified above, shall constitute full compensation for
all items of expense not specifically provided for the force account work. The total pavment made as
provided above shall constitute full compensation for such work.
90-06 Partial payments. Partial payments will be made to the Contractor 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 and in place, in accordance with the contract, plans, and spec-
ifications. Such partial payments may also include the delivered actual cost of those materials stockpiled
and stored in accordance with the subsection 90-07 titled PAYMENT FOR MATERIALS ON HAND of
this section. No partial payment will be made when the amount due to the Contractor since the last esti-
mate amounts to less than five hundred dollars.
The Contractor is required to pay all subcontractors for satisfactory performance of their contracts no later
than 30 days after the Contractor has received a partial payment. The Owner must ensure prompt and full
payment of retainage from the prime Contractor to the subcontractor within 30 days after the subcontrac-
tor's work is satisfactorily completed. A subcontractor's work is satisfactorily completed when all the
tasks called for in the subcontract have been accomplished and documented as required by the Owner.
When the Owner has made an incremental acceptance of a portion of a prime contract, the work of a sub-
contractor covered by that acceptance is deemed to be satisfactorily completed.
From the total of the amount determined to be payable on a partial payment, 10 percent of such total
amount will be deducted and retained by the Owner until the final payment is made, except as may be
provided (at the Contractor's option) in the subsection 90-08 titled PAYMENT OF WITHHELD FUNDS
of this section. The balance 90% of the amount payable, less all previous payments, shall be certified for
payment. Should the Contractor exercise his or her option, as provided in the subsection 90-08 titled
PAYMENT OF WITHHELD FUNDS of this section, no such percent retainage shall be deducted.
When at least 95% of the work has been completed, the Engineer shall, at the Owner's discretion and with
the consent of the surety, prepare estimates of both the contract value and the cost of the remaining work
to be done.
The Owner may retain an amount not less than twice the contract value or estimated cost, whichever is
greater, of the work remaining to be done. The remainder, less all previous payments and deductions, will
then be certified for payment to the Contractor.
It 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 En-
gineer 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 90-09 titled ACCEPTANCE AND FINAL PAYMENT of this section.
Taxiway "D" and "E" GP- 47 General Provisions
Sebastian Municipal Airport Section 90- Measurement and Payment
The Contractor shall deliver to the Owner a complete release of all claims for labor and material arising
out of this contract before the final payment is made. If any subcontractor or supplier fails to furnish such
a release in full, the Contractor may furnish a bond or other collateral satisfactory to the Owner to indem-
nify the Owner against any potential lien or other such claim. The bond or collateral shall include all
costs, expenses, and attorney fees the Owner may be compelled to pay in discharging any such lien or
claim.
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.
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 famished the Engineer with satisfactory 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 or her responsibility for furnishing 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 contract price for the contract item in 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 Payment of withheld funds. At the Contractor's option, if an Owner withholds retainage in ac-
cordance with the methods described in subsection 90-06 PARTIAL PAYMENTS, the Contractor may
request that the Owner deposit the retainage into an escrow account. The Owner's deposit of retainage
into an escrow account is subject to the following conditions:
a. The Contractor shall bear all expenses of establishing and maintaining an escrow account and
escrow agreement acceptable to the Owner.
b. The Contractor shall deposit to and maintain in such escrow only those securities or bank
certificates of deposit as are acceptable to the Owner and having a value not less than the retainage that
would otherwise be withheld from partial payment.
c. The Contractor shall enter into an escrow agreement satisfactory to the Owner.
d. The Contractor shall obtain the written consent of the surety to such agreement.
Taxiway "D" and "E" GP- 48 General Provisions
Sebastian Municipal Airport Section 90- Measurement and Payment
90-09 Acceptance and final payment. When the contract work has been accepted in accordance with the
requirements of the subsection 50-15 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 the Contractor's 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 the Engineer shall
resolve all disputes (if any) in the measurement and computation of final quantities to be paid within 30
calendar days of the Contractor's receipt of the Engineer's final estimate. If, after such 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 50-16 titled CLAIMS FOR ADJUSTMENT AND DISPUTES of Section 50.
After the Contractor has approved, or approved under protest, the Engineer's final estimate, and after the
Engineer's receipt of the project closeout documentation required in subsection 90-11 Project Closeout,
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 less all previous payments and all amounts to be deducted
under the provisions 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 compensation under the provisions of the subsection 50-
16 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.
90-10 Construction warranty.
a. In addition to any other warranties in this contract, the Contractor warrants that work performed
under this contract conforms to the contract requirements and is free of any defect in equipment, material,
workmanship, or design famished, or performed by the Contractor or any subcontractor or supplier at any
tier.
b. This warranty shall continue for a period of one year from the date of final acceptance of the work.
If the Owner takes possession of any part of the work before final acceptance, this warranty shall continue
for a period of one year from the date the Owner takes possession. However, this will not relieve the
Contractor from corrective items required by the final acceptance of the project work.
c. The Contractor shall remedy at the Contractor's expense any failure to conform, or any defect. In
addition, the Contractor shall remedy at the Contractor's expense any damage to Owner real or personal
property, when that damage is the result of:
(1) The Contractor's failure to conform to contract requirements; or
(2) Any defect of equipment, material, workmanship, or design furnished by the Contractor.
d. The Contractor shall restore any work damaged in fulfilling the terms and conditions of this clause.
The Contractor's warranty with respect to work repaired or replaced will run for one year from the date of
repair or replacement.
e. The Owner will notify the Contractor, in writing, within [ seven (7) 1 days after the discovery
of any failure, defect, or damage.
Taxiway "D" and "E" GP- 49 General Provisions
Sebastian Municipal Airport Section 90- Measurement and Payment
E If the Contractor fails to remedy any failure, defect, or damage within [ 14 ] days after receipt of
notice, the Owner shall have the right to replace, repair, or otherwise remedy the failure, defect, or
damage at the Contractor's expense.
g. With respect to all warranties, express or implied, from subcontractors, manufacturers, or suppliers
for work performed and materials furnished under this contract, the Contractor shall: (1) Obtain all
warranties that would be given in normal commercial practice; (2) Require all warranties to be executed,
in writing, for the benefit of the Owner, as directed by the Owner, and (3) Enforce all warranties for the
benefit of the Owner.
h. This warranty shall not limit the Owner's rights with respect to latent defects, gross mistakes, or
fraud.
90-11 Project closeout. Approval of final payment to the Contractor is contingent upon completion and
submittal of the items listed below. The final payment will not be approved until the Engineer approves
the Contractor's final submittal. The Contractor shall:
a. Provide two (2) copies of all manufacturers warranties specified for materials, equipment, and
installations.
b. Provide weekly payroll records (not previously received) from the general Contractor and all
subcontractors.
c. Complete final cleanup in accordance with subsection 40-08, FINAL CLEANUP.
d. Complete all punch list items identified during the Final Inspection.
e. Provide complete release of all claims for labor and material arising out of the Contract.
L Provide a certified statement signed by the subcontractors, indicating actual amounts paid to the
Disadvantaged Business Enterprise (DBE) subcontractors and/or suppliers associated with the project.
g. When applicable per state requirements, return copies of sales tax completion forms.
h. Manufacturer's certifications for all items incorporated in the work.
I. All required record drawings, as -built drawings or as -constructed drawings.
j. Project Operation and Maintenance (O&M) Manual.
k. Security for Construction Warranty.
1. Equipment commissioning documentation submitted, if required.
u
90-11 LIENS. Neither the final payment nor any part of the retained percentage shall become due until
the Contractor delivers to the Owner: (a) an affidavit stating, if that be in fact, that all subcontractors and
suppliers have been paid in full, or if the fact be otherwise, showing the name of each subcontractor and
supplier who has not been paid in full and the amount due or to become due each for labor, service or
material furnished; (b) consent of surety, if any, to final payment: and (c) if required by Owner, other data
establishing payment for satisfaction of all obligations, such as receipt, releases, and waivers of lien
arising out of the Contract to the extent and in such form as designated by the Owner
END OF SECTION 90
Taxiway "D" and "E" GP- 50 General Provisions
Sebastian Municipal Airport Section 90- Measurement and Payment
Section 100 Contractor Quality Control Program
100-01 General. When the specification requires a Contractor Quality Control Program, the Contractor
shall establish, provide, and maintain an effective Quality Control Program that details the methods and
procedures that will be taken to assure that all materials and completed construction required by this
contract conform to contract plans, technical specifications and other requirements, whether manufactured
by the Contractor, or procured from subcontractors or vendors. Although guidelines are established and
certain minimum requirements are specified here and elsewhere in the contract technical specifications,
the Contractor shall assume full responsibility for accomplishing the stated purpose.
The intent of this section is to enable the Contractor to establish a necessary level of control that will:
a. Adequately provide for the production of acceptable quality materials.
b. Provide sufficient information to assure both the Contractor and the Engineer that the specification
requirements can be met.
c. Allow the Contractor as much latitude as possible to develop his or her own standard of control.
The Contractor shall be prepared to discuss and present, at the preconstruction conference, their
understanding of the quality control requirements. The Contractor shall not begin any construction or
production of materials to be incorporated into the completed work until the Quality Control Program has
been reviewed and accepted by the Engineer. No partial payment will be made for materials subject to
specific quality control requirements until the Quality Control Program has been reviewed.
The quality control requirements contained in this section and elsewhere in the contract technical
specifications are in addition to and separate from the acceptance testing requirements. Acceptance testing
requirements are the responsibility of the Engineer.
Paving projects over $500,000 shall have a Quality Control (QC)/Quality Assurance (QA) workshop with
the Engineer, Contractor, subcontractors, testing laboratories, and Owner's representative at start of
construction. The workshop shall address QC and QA requirements of the project specifications. The
Contractor shall coordinate with the Airport and the Engineer on time and location of the QC/QA
workshop.
100-02 Description of program.
a. General description. The Contractor shall establish a Quality Control Program to perform quality
control inspection and testing of all items of work required by the technical specifications, including those
performed by subcontractors. This Quality Control Program shall ensure conformance to applicable
specifications and plans with respect to materials, workmanship, construction, finish, and functional
performance. The Quality Control Program shall be effective for control of all construction work
performed under this Contract and shall specifically include surveillance and tests required by the
technical specifications, in addition to other requirements of this section and any other activities deemed
necessary by the Contractor to establish an effective level of quality control.
b. Quality Control Program. The Contractor shall describe the Quality Control Program in a written
document that shall be reviewed and approved by the Engineer prior to the start of any production,
construction, or off-site fabrication. The written Quality Control Program shall be submitted to the
Engineer for review and approval at least 1101 calendar days before the [Pre -construction Conferencel.
The Contractor's Quality Control Plan and Quality Control testing laboratory must be approved in writing
by the Engineer prior to the Notice to Proceed (NTP).
Taxiway "D" and "E" GP- 51 General Provisions
Sebastian Municipal Airport Section 100- Contractors Quality Control Program
The Quality Control Program shall be organized to address, as a minimum, the following items:
a. Quality control organization
b. Project progress schedule
c. Submittals schedule
d. Inspection requirements
e. Quality control testing plan
E Documentation of quality control activities
g. Requirements for corrective action when quality control and/or acceptance criteria are not met
The Contractor is encouraged to add any additional elements to the Quality Control Program that is
deemed necessary to adequately control all production and/or construction processes required by this
contract.
100-03 Quality control organization. The Contractor Quality Control Program shall be implemented by
the establishment of a separate quality control organization. An organizational chart shall be developed to
show all quality control personnel and how these personnel integrate with other management/production
and construction functions and personnel.
The organizational chart shall identify all quality control staff by name and function, and shall indicate
the total staff required to implement all elements of the Quality Control Program, including inspection
and testing for each item of work. If necessary, different technicians can be used for specific inspection
and testing functions for different items of work. If an outside organization or independent testing
laboratory is used for implementation of all or part of the Quality Control Program, the personnel
assigned shall be subject to the qualification requirements of paragraph 100-03a and 100-03b. The
organizational chart shall indicate which personnel are Contractor employees and which are provided by
an outside organization.
The quality control organization shall, as a minimum, consist of the following personnel:
a. Program Administrator. The Program Administrator shall be a full-time [ on—site ]
employee of the Contractor, or a consultant engaged by the Contractor. The Program Administrator shall
have a minimum of five (5) years of experience in airport and/or highway construction and shall have had
prior quality control experience on a project of comparable size and scope as the contract.
Additional qualifications for the Program Administrator shall include at least one of the following
requirements:
(1) Professional Engineer with one (1) year of airport paving experience.
(2) Engineer -in -training with two (2) years of airport paving experience.
(3) An individual with three (3) years of highway and/or airport paving experience, with a
Bachelor of Science Degree in Civil Engineering, Civil Engineering Technology or Construction.
(4) Construction materials technician certified at Level III by the National Institute for
Certification in Engineering Technologies (NICET).
(5) Highway materials technician certified at Level III by NICET.
Taxiway "D" and "E" GP- 52 General Provisions
Sebastian Municipal Airport Section 100- Contractors Quality Control Program
(6) Highway construction technician certified at Level III by NICET.
(7) A NICET certified engineering technician in Civil Engineering Technology with five (5)
years of highway and/or airport paving experience.
The Program Administrator shall have full authority to institute any and all actions necessary for the
successful implementation of the Quality Control Program to ensure compliance with the contract plans
and technical specifications. The Program Administrator shall report directly to a responsible officer of
the construction firm. The Program Administrator may supervise the Quality Control Program on more
than one project provided that person can be at the job site within two (2) hours after being notified of a
problem.
b. Quality control technicians. A sufficient number of quality control technicians necessary to
adequately implement the Quality Control Program shall be provided. These personnel shall be either
Engineers, engineering technicians, or experienced craftsman with qualifications in the appropriate field
equivalent to NICET Level II or higher construction materials technician or highway construction
technician and shall have a minimum of two (2) years of experience in their area of expertise.
The quality control technicians shall report directly to the Program Administrator and shall perform
the following functions:
(1) Inspection of all materials, construction, plant, and equipment for conformance to the
technical specifications, and as required by subsection 100-06.
(2) Performance of all quality control tests as required by the technical specifications and
subsection 100-07.
(3) Performance of density tests for the Engineer when required by the technical specifications.
Certification at an equivalent level, by a state or nationally recognized organization will be acceptable
in lieu of NICET certification.
c. Staffing levels. The Contractor shall provide sufficient qualified quality control personnel to
monitor each work activity at all times. Where material is being produced in a plant for incorporation into
the work, separate plant and field technicians shall be provided at each plant and field placement location.
The scheduling and coordinating of all inspection and testing must match the type and pace of work
activity. The Quality Control Program shall state where different technicians will be required for different
work elements.
100-04 Project progress schedule. The Contractor shall submit a coordinated construction schedule for
all work activities. The schedule shall be prepared as a network diagram in Critical Path Method (CPM),
Program Evaluation and Review Technique (PERT), or other format, or as otherwise specified in the
contract. As a minimum, it shall provide information on the sequence of work activities, milestone dates,
and activity duration.
The Contractor shall maintain the work schedule and provide an update and analysis of the progress
schedule on a twice monthly basis, or as otherwise specified in the contract. Submission of the work
schedule shall not relieve the Contractor of overall responsibility for scheduling, sequencing, and
coordinating all work to comply with the requirements of the contract.
100-05 Submittals schedule. The Contractor shall submit a detailed listing of all submittals (for example,
mix designs, material certifications) and shop drawings required by the technical specifications. The
listing can be developed in a spreadsheet format and shall include:
a. Specification item number
Taxiway "D" and `B" GP- 53 General Provisions
Sebastian Municipal Airport Section 100- Contractors Quality Control Program
b. Item description
c. Description of submittal
d. Specification paragraph requiring submittal
e. Scheduled date of submittal
100-06 Inspection requirements. Quality control inspection functions shall be organized to provide
inspections for all definable features of work, as detailed below. All inspections shall be documented by
the Contractor as specified by subsection 100-07.
Inspections shall be performed daily to ensure continuing compliance with contract requirements until
completion of the particular feature of work. These shall include the following minimum requirements:
a. During plant operation for material production, quality control test results and periodic inspections
shall be used to ensure the quality of aggregates and other mix components, and to adjust and control mix
proportioning to meet the approved mix design and other requirements of the technical specifications. All
equipment used in proportioning and mixing shall be inspected to ensure its proper operating condition.
The Quality Control Program shall detail how these and other quality control functions will be
accomplished and used.
b. During field operations, quality control test results and periodic inspections shall be used to ensure
the quality of all materials and workmanship. All equipment used in placing, finishing, and compacting
shall be inspected to ensure its proper operating condition and to ensure that all such operations are in
conformance to the technical specifications and are within the plan dimensions, lines, grades, and
tolerances specified. The Program shall document how these and other quality control functions will be
accomplished and used.
100-07 Quality control testing plan. As a part of the overall Quality Control Program, the Contractor
shall implement a quality control testing plan, as required by the technical specifications. The testing plan
shall include the minimum tests and test frequencies required by each technical specification Item, as well
as any additional quality control tests that the Contractor deems necessary to adequately control
production and/or construction processes.
The testing plan can be developed in a spreadsheet fashion and shall, as a minimum, include the
following:
a. Specification item number (for example, P-401)
b. Item description (for example, Plant Mix Bituminous Pavements)
c. Test type (for example, gradation, grade, asphalt content)
d. Test standard (for example, ASTM or American Association of State Highway and Transportation
Officials (AASHTO) test number, as applicable)
e. Test frequency (for example, as required by technical specifications or minimum frequency when
requirements are not stated)
f. Responsibility (for example, plant technician)
g. Control requirements (for example, target, permissible deviations)
Taxiway "D" and "E" GP- 54 General Provisions
Sebastian Municipal Airport Section 100- Contractors Quality Control Program
The testing plan shall contain a statistically -based procedure of random sampling for acquiring test
samples in accordance with ASTM D3665. The Engineer shall be provided the opportunity to witness
quality control sampling and testing.
All quality control test results shall be documented by the Contractor as required by subsection 100-08.
100-08 Documentation. The Contractor shall maintain current quality control records of all inspections
and tests performed. These records shall include factual evidence that the required inspections or tests
have been performed, including type and number of inspections or tests involved; results of inspections or
tests; nature of defects, deviations, causes for rejection, etc.; proposed remedial action; and corrective
actions taken.
These records must cover both conforming and defective or deficient features, and must include a
statement that all supplies and materials incorporated in the work are in full compliance with the terms of
the contract. Legible copies of these records shall be furnished to the Engineer daily. The records shall
cover all work placed subsequent to the previously furnished records and shall be verified and signed by
the Contractor's Program Administrator.
Specific Contractor quality control records required for the contract shall include, but are not necessarily
limited to, the following records:
a. Daily inspection reports. Each Contractor quality control technician shall maintain a daily log of
all inspections performed for both Contractor and subcontractor operations. These technician's daily
reports shall provide factual evidence that continuous quality control inspections have been performed
and shall, as a minimum, include the following:
(1) Technical specification item number and description
(2) Compliance with approved submittals
(3) Proper storage of materials and equipment
(4) Proper operation of all equipment
(5) Adherence to plans and technical specifications
(6) Review of quality control tests
() Safety inspection.
The daily inspection reports shall identify inspections conducted, results of inspections, location and
nature of defects found, causes for rejection, and remedial or corrective actions taken or proposed.
The daily inspection reports shall be signed by the responsible quality control technician and the Program
Administrator. The Engineer shall be provided at least one copy of each daily inspection report on the
work day following the day of record.
b. Daily test reports. The Contractor shall be responsible for establishing a system that will record
all quality control test results. Daily test reports shall document the following information:
(1) Technical specification item number and description
(2) Test designation
(3) Location
(4) Date of test
(5) Control requirements
Taxiway "D" and `B" GP- 55 General Provisions
Sebastian Municipal Airport Section 100- Contractors Quality Control Program
(6) Test results
(7) Causes for rejection
(8) Recommended remedial actions
(9) Retests
Test results from each day's work period shall be submitted to the Engineer prior to the start of the next
day's work period. When required by the technical specifications, the Contractor shall maintain statistical
quality control charts. The daily test reports shall be signed by the responsible quality control technician
and the Program Administrator.
100-09 Corrective action requirements. The Quality Control Program shall indicate the appropriate
action to be taken when a process is deemed, or believed, to be out of control (out of tolerance) and detail
what action will be taken to bring the process into control. The requirements for corrective action shall
include both general requirements for operation of the Quality Control Program as a whole, and for
individual items of work contained in the technical specifications.
The Quality Control Program shall detail how the results of quality control inspections and tests will be
used for determining the need for corrective action and shall contain clear sets of rules to gauge when a
process is out of control and the type of correction to be taken to regain process control.
When applicable or required by the technical specifications, the Contractor shall establish and use
statistical quality control charts for individual quality control tests. The requirements for corrective action
shall be linked to the control charts.
100-10 Surveillance by the Engineer. All items of material and equipment shall be subject to
surveillance by the Engineer at the point of production, manufacture or shipment to determine if the
Contractor, producer, manufacturer or shipper maintains an adequate quality control system in
conformance with the requirements detailed here and the applicable technical specifications and plans. In
addition, all items of materials, equipment and work in place shall be subject to surveillance by the
Engineer at the site for the same purpose.
Surveillance by the Engineer does not relieve the Contractor of performing quality control inspections of
either on-site or off-site Contractor's or subcontractor's work.
100-11 Noncompliance.
a. The Engineer will notify the Contractor of any noncompliance with any of the foregoing
requirements. The Contractor shall, after receipt of such notice, immediately take corrective action. Any
notice, when delivered by the Engineer or his or her authorized representative to the Contractor or his or
her authorized representative at the site of the work, shall be considered sufficient notice.
b. In cases where quality control activities do not comply with either the Contractor Quality Control
Program or the contract provisions, or where the Contractor fails to properly operate and maintain an
effective Quality Control Program, as determined by the Engineer, the Engineer may:
(1) Order the Contractor to replace ineffective or unqualified quality control personnel or
subcontractors.
(2) Order the Contractor to stop operations until appropriate corrective actions are taken
END OF SECTION 100
Taxiway "D" and "E" GP- 56 General Provisions
Sebastian Municipal Airport Section 100- Contractors Quality Control Program
Section 105 Mobilization
105-1 Description. This item shall consist of work and operations, but is not limited to, work and opera-
tions necessary for the movement of personnel, equipment, material and supplies to and from the project
site for work on the project except as provided in the contract as separate pay items. It also includes
providing the items rouuired by the General Provisions. including any supplementary Conditions and
General Requirements including but not limited to:
L The establishment of all temporary offices, buildings, fencing, staging areas, haul routes,
and other facilities necessary for the work on the oroiect:
2. Surveving and construction staking;
3. All barricades, barricade lights, and other phasing and detour devices:
4. Taxiwav and runway closures: maintenance of traffic:
5. Performance bond, labor and materials bond:
6. Insurance: and all other work and operations which must be performed or costs incurred
prior to beginning work on the various items on the project site.
I his item also includes all work outside the limits of construction that is necessary to demobilize and
restores areas disturbed by the Contractor to their original condition including, but not limited to,
Pavement rehabilitation. grading. seedim,, mulching, cleaning, and disposal.
105-1.1 Posted notices. Prior to commencement of construction activities the Contractor must post the
following documents in a prominent and accessible place where they may be easily viewed by all em-
ployees of the prime Contractor and by all employees of subcontractors engaged by the prime Contractor:
Equal Employment Opportunity (EEO) Poster "Equal Employment Opportunity is the Law" in accord-
ance with the Office of Federal Contract Compliance Programs Executive Order 11246, as amended; Da-
vis Bacon Wage Poster (WH 1321) - DOL "Notice to All Employees" Poster; and Applicable Davis -
Bacon Wage Rate Determination. These notices must remain posted until final acceptance of the work by
the Owner.
105-2 Basis of measurement and payment. Based upon the contract lump sum price for "Mobilization"
partial payments will be allowed as follows:
a. With first pay request, 25%.
b. When 25% or more of the original contract is earned, an additional 25%.
c. When 50% or more of the original contract is earned, an additional 40%.
d. After Final Inspection, Staging area clean-up and delivery of all Project Closeout materials as re-
quired by 90-11, the final 10%.
END OF SECTION 105
Taxiway "D" and "E" GP- 57 General Provisions
Sebastian Municipal Airport Section 105- Mobilization
This Page Intentionally Left Blank
Taxiway "D" and "E" GP- 58 General Provisions
Sebastian Municipal Airport Section 105- Mobilization
Section 110 Method of Estimating Percentage of Material Within Specifica-
tion Limits (PWL)
Spreadsheets for PWL calculations are available at the following website:
http://www.faa.gov/airports/engineering/design software/.
110-01 General. When the specifications provide for acceptance of material based on the method of
estimating percentage of material within specification limits (PWL), the PWL will be determined in
accordance with this section. All test results for a lot will be analyzed statistically to determine the total
estimated percent of the lot that is within specification limits. The PWL is computed using the sample
average (X) and sample standard deviation (S„) of the specified number (n) of sublots for the lot and the
specification tolerance limits, L for lower and U for upper, for the particular acceptance parameter. From
these values, the respective Quality index, QL for Lower Quality Index and/or Qu for Upper Quality
Index, is computed and the PWL for the lot for the specified n is determined from Table 1. All
specification limits specified in the technical sections shall be absolute values. Test results used in the
calculations shall be to the significant figure given in the test procedure.
There is some degree of uncertainty (risk) in the measurement for acceptance because only a small frac-
tion of production material (the population) is sampled and tested. This uncertainty exists because all por-
tions of the production material have the same probability to be randomly sampled. The Contractor's risk
is the probability that material produced at the acceptable quality level is rejected or subjected to a pay
adjustment. The Owner's risk is the probability that material produced at the rejectable quality level is
accepted.
It is the intent of this section to inform the Contractor that, in order to consistently offset the Contractor's
risk for material evaluated, production quality (using population average and population standard devia-
tion) must be maintained at the acceptable quality specified or higher. In all cases, it is the responsibility
of the Contractor to produce at quality levels that will meet the specified acceptance criteria when sam-
pled and tested at the frequencies specified.
110-02 Method for computing PWL. The computational sequence for computing PWL is as follows:
a. Divide the lot into n sublots in accordance with the acceptance requirements of the specification.
b. Locate the random sampling position within the sublet in accordance with the requirements of the
specification.
c. Make a measurement at each location, or take a test portion and make the measurement on the test
portion in accordance with the testing requirements of the specification.
d. Find the sample average (X) for all sublet values within the lot by using the following formula:
X=(xI+x2+x3+...xo)/n
Where: X = Sample average of all sublot values within a lot
X1, x2= Individual sublot values
Taxiways "D" and "E" GP- 59 General Provisions
Sebastian Municipal Airport Section 110- Method of Estimating PWL
n = Number of sublots
e. Find the sample standard deviation (S,) by use of the following formula:
S, = KV + d2 + d3'+ - - d.z)/(n-1)]'n
Where: S. = Sample standard deviation of the number of sublot values in the set
di, dz = Deviations of the individual sublot values xi, xz, ... from the average value X
that is: di = (xi - X), dz = (xz - X) ... d„ = (x, - X)
n = Number of sublots
f. For single sided specification limits (that is, L only), compute the Lower Quality Index QL by use of
the following formula:
QL=(X-L)/S,
Where: L = specification lower tolerance limit
Estimate the percentage of material within limits (PWL) by entering Table 1 with QL, using the
column appropriate to the total number (n) of measurements. If the value of QL falls between values
shown on the table, use the next higher value of PWL.
g. For double -sided specification limits (that is, L and U), compute the Quality Indexes QL and Qu by
use of the following formulas:
QL =
and
Qu=(U-X)/S,
L)
Where: L and U = specification lower and upper tolerance limits
S,
Estimate the percentage of material between the lower (L) and upper (U) tolerance limits (PWL)
by entering Table I separately with QL and Qu, using the column appropriate to the total number (n) of
measurements, and determining the percent of material above PL and percent of material below Pu for
each tolerance limit. If the values of QL fall between values shown on the table, use the next higher value
Of PL or Pu. Determine the PWL by use of the following formula:
PWL = (Pu + PL) - 100
Where: PL = percent within lower specification limit
Pu = percent within upper specification limit
Taxiways "D" and "E" GP- 60 General Provisions
Sebastian Municipal Airport Section 110- Method of Estimating PWL
EXAMPLE OF PWL CALCULATION
Project: Example Project
Test Item: Item P-401, Lot A.
A. PWL Determination for Mat Density.
1. Density of four random cores taken from Lot A.
A-1 = 96.60
A-2 = 97.55
A-3 = 99.30
A4 = 98.35
n=4
2. Calculate average density for the lot.
X=(x,+x2+x3+• • •x.)/n
X = (96.60 + 97.55 + 99.30 + 98.35) / 4
X = 97.95% density
3. Calculate the standard deviation for the lot.
S„ _ [((96.60 - 97.95)2 + (97.55 - 97.95)' +(99.30 -97.95)' + (98.35 -97.95)2)) / (4 - 1)],a
Sn= [(1.82+0.16+ 1.82+0.16) / 31"2
S„= 1.15
4. Calculate the Lower Quality Index QL for the lot. (L=96.3)
QL = (X -L) / Su
QL = (97.95 - 96.30) / 1.15
QL = 1.4348
5. Determine PWL by entering Table 1 with QL= 1.44 and n= 4.
PWL = 98
B. PWL Determination for Air Voids.
1. Air Voids of four random samples taken from Lot A.
A-1 = 5.00
A-2 = 3.74
A-3 = 2.30
A-4 = 3.25
2. Calculate the average air voids for the lot.
Taxiways "D" and "E" GP- 61 General Provisions
Sebastian Municipal Airport Section 110- Method of Estimating PAIL
X= (XI +x2+x3... n)/n
X=(5.00+3.74+2.30+3.25)/4
X=3.57%
3. Calculate the standard deviation & for the lot.
S. _ [((3.57 - 5.00)2 + (3.57 - 3.74)2 + (3.57 - 2.30)2 + (3.57 -3.25)2) / (4 _ 1)] Un
S„ _ [(2.04 + 0.03 + 1.62 + 0.10) / 31.a
S„= 1.12
4. Calculate the Lower Quality Index QL for the lot. (L= 2.0)
QL=(X-L)/S„
QL _ (3.57 - 2.00) / 1.12
QL = 1.3992
5. Determine PL by entering Table 1 with QL = 1.41 and n = 4.
PL = 97
6. Calculate the Upper Quality Index Qu for the lot. (U= 5.0)
Qu=(U-X)/S„
Qu = (5.00 - 3.57) / 1.12
Qu = 1.2702
7. Determine Pu by entering Table 1 with Qu = 1.29 and n = 4.
Pu = 93
8. Calculate Air Voids PWL
PAIL = (R, + Pu) - 100
PWL = (97 + 93) - 100 = 90
EXAMPLE OF OUTLIER CALCULATION (REFERENCE ASTM E178)
Project: Example Project
Test Item: Item P-401, Lot A.
A. Outlier Determination for Mat Density.
1. Density of four random cores taken from Lot A arranged in descending order.
A-3 = 99.30
A-4 = 98.35
A-2 = 97.55
Taxiways "D" and "E" GP- 62 General Provisions
Sebastian Municipal Airport Section 110- Method of Estimating PWL
A-1 = 96.60
2. Use n=4 and upper 5% significance level of to find the critical value for test criterion = 1.463.
3. Use average density, standard deviation, and test criterion value to evaluate density measurements.
a. For measurements greater than the average:
If (measurement - average)/(standard deviation) is less than test criterion,
then the measurement is not considered an outlier
For A-3, check if (99.30 - 97.95) / 1.15 is greater than 1.463.
Since 1.174 is less than 1.463, the value is not an outlier.
b. For measurements less than the average:
If (average - measurement)/(standard deviation) is less than test criterion,
then the measurement is not considered an outlier.
For A-1, check if (97.95 - 96.60) / 1.15 is greater than 1.463.
Since 1.435 is less than 1.463, the value is not an outlier.
Note: In this example, a measurement would be considered an outlier if the density were:
Greater than (97.95 + 1.463 x 1.15) = 99.63%
M
less than (97.95 - 1.463 x 1.15) = 96.27%.
Taxiways "D" and "E" GP- 63 General Provisions
Sebastian Municipal Airport Section 110- Method of Estimating PWL
Table 1. Table for Estimating Percent of Lot Within Limits (PWL)
Percent Within
Positive Values of Q (QL and Qu)
Limits
(Pt and Pu)
n=3
n=4
n=5
n=6
n=7
n=8
n--9
n=10
99
1.1541
1.4700
1.6714
1.8008
1.8888
1.9520
1.9994
2.0362
98
1.1524
1.4400
1.6016
1.6982
1.7612
1.8053
1.8379
1.8630
97
1.1496
1.4100
1.5427
1.6181
1.6661
1.6993
1.7235
1.7420
96
1.1456
1.3800
1.4897
1.5497
1.5871
1.6127
1.6313
1.6454
95
1.1405
1.3500
1.4407
1.4887
1.5181
1.5381
1.5525
1.5635
94
1.1342
1.3200
1.3946
1.4329
1.4561
1.4717
1.4829
1.4914
93
1.1269
1.2900
1.3508
1.3810
1.3991
1.4112
1.4199
1.4265
92
1.1184
1.2600
1.3088
1.3323
1.3461
1.3554
1.3620
1.3670
91
1.1089
1.2300
1.2683
1.2860
1.2964
1.3032
1.3081
1.3118
90
1.0982
1.2000
1.2290
1.2419
1.2492
1.2541
1.2576
1.2602
89
1.0864
1.1700
1.1909
1.1995
1.2043
1.2075
1.2098
1.2115
88
1.0736
1.1400
1.1537
1.1587
1.1613
1.1630
1.1643
1.1653
87
1.0597
1.1100
1.1173
1.1192
1.1199
1.1204
1.1208
1.1212
86
1.0448
1.0800
1.0817
1.0808
1.0800
1.0794
1.0791
1.0789
85
1.0288
1.0500
1.0467
1.0435
1.0413
1.0399
1.0389
1.0382
84
1.0119
1.0200
1.0124
1.0071
1.0037
1.0015
1.0000
0.9990
I3
0.9939
0.9900
0.9785
0.9715
0.9671
0.9643
0.9624
0.9610
82
0.9749
0.9600
0.9452
0.9367
0.9315
0.9281
0.9258
0.9241
81
0.9550
0.9300
0.9123
0.9025
0.8966
0.8928
0.8901
0.8882
80
0.9342
0.9000
0.8799
0.8690
0.8625
0.8583
0.8554
0.8533
79
0.9124
0.8700
0.8478
0.8360
0.8291
0.8245
0.8214
0.8192
78
0.8897
0.8400
0.8160
0.8036
0.7962
0.7915
0.7882
0.7858
77
0.8662
0.8100
0.7846
0.7716
0.7640
0.7590
0.7556
0.7531
76
0.8417
0.7800
0.7535
0.7401
0.7322
0.7271
0.7236
0.7211
75
0.8165
0.7500
0.7226
0.7089
0.7009
0.6958
0.6922
0.6896
74
0.7904
0.7200
0.6921
0.6781
0.6701
0.6649
0.6613
0.6587
73
0.7636
0.6900
0.6617
0.6477
0.6396
0.6344
0.6308
0.6282
72
0.7360
0.6600
0.6316
0.6176
0.6095
0.6044
0.6008
0.5982
71
0.7077
0.6300
0.6016
0.5878
0.5798
0.5747
0.5712
0.5686
70
0.6787
0.6000
0.5719
0.5582
0.5504
0.5454
0.5419
0.5394
69
0.6490
0.5700
0.5423
0.5290
0.5213
0.5164
0.5130
0.5105
68
0.6187
0.5400
0.5129
0.4999
0.4924
0.4877
0.4844
0.4820
67
0.5878
0.5100
0.4836
0.4710
0.4638
0.4592
0.4560
0.4537
66
0.5563
0.4800
0.45450.4424
0.4355
0.4310
0.4280
0.4257
65
0.5242
0.4500
0.4255
0.4139
0.4073
0.4030
0.4001
0.3980
64
0.4916
0.4200
0.3967
0.3856
0.3793
0.3753
0.3725
0.3705
Taxiways "D" and "E"
Sebastian Municipal Airport
GP- 64 General Provisions
Section 110- Method of Estimating PVL
Percent Within
Positive Values of Q (QL and Qu)
Limits
(Pu and Pu)
n=3
n=4
n=5
n-6
n=7
n=8
n=9
n=10
63
0.4586
0.3900
0.3679
0.3575
0.3515
0.3477
0.3451
0.3432
62
0.4251
0.3600
0.3392
0.3295
0.3239
0.3203
0.3179
0.3161
61
0.3911
0.3300
0.3107
0.3016
0.2964
0.2931
0.2908
0.2892
60
0.3568
0.3000
0.2822
0.2738
0.2691
0.2660
0.2639
0.2624
59
0.3222
0.2700
0.2537
0.2461
0.2418
0.2391
0.2372
0.2358
58
0.2872
0.2400
0.2254
0.2186
0.2147
0.2122
0.2105
0.2093
57
0.2519
0.2100
0.1971
0.1911
0.1877
0.1855
0.1840
0.1829
56
0.2164
0.1800
0.1688
0.1636
0.1607
0.1588
0.1575
0.1566
55
0.1806
0.1500
0.1406
0.1363
0.1338
0.1322
0.1312
0.1304
54
0.1447
0.1200
0.1125
0.1090
0.1070
0.1057
0.1049
0.1042
53
0.1087
0.0900
0.0843
0.0817
0.0802
0.0793
0.0786
0.0781
52
0.0725
0.0600
0.0562
0.0544
0.0534
0.0528
0.0524
0.0521
51
0.0363
0.0300
0.0281
0.0272
0.0267
0.02640.0262
0.0260
50
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Taxiways "D" and `B" GP- 65 General Provisions
Sebastian Municipal Airport Section 110- Method of Estimating PWL
Percent Within Negative Values of Q (QL and Qu)
Luni[s
n=3 n=1 n=5 n=6 n=7 n=8 n=9 n=10
(Pc and Pu)
44
-02164
-0.1800
-0.1688
-0.1636
-0.1607
-0.1588
-0.1575
-0.1566
43
-0.2519
-0.2100
-0.1971
-0.1911
-0.1877
-0.1855
0.1840
-0.1829
42
-0.2872
-0.2400
-0.2254
-0.2186
-0.2147
-0.2122
-0.2105
-0.2093
41
-0.3222
-0.2700
-0.2537
-0.2461
-0.2418
-0.2391
-0.2372
-0.2358
40
-0.3568
-0.3000
-0.2822
-0.2738
-0.2691
-0.2660
-0.2639
-0.2624
39
-0.3911
-0.3300
-0.3107
-0.3016
0.2964
-0.2931
-0.2908
-0.2892
38
-0.4251
-0.3600
-0.3392
-0.3295
-0.3239
-0.3203
-0.3179
-0.3161
37
0.4586
-0.3900
-0.3679
-0.3575
-0.3515
-0.3477
-0.3451
-0.3432
36
-0.4916
-0.4200
-0.3967
-0.3856
-0.3793
-0.3753
-0.3725
-0.3705
35
-0.5242
-0.4500
-0.4255
-0.4139
-0.4073
-0.4030
-0.4001
-0.3980
34
-0.5563
-0.4800
-0.4545
-0.4424
-0.4355
-0.4310
-0.4280
-0.4257
33
-0.5878
-0.5100
-0.4836
-0.4710
-0.4638
-0.4592
-0.4560
-0.4537
32
-0.6187
-0.5400
-0.5129
-0.4999
-0.4924
-0.4877
-0.4844
-0.4820
31
-0.6490
-0.5700
-0.5423
-0.5290
-0.5213
-0.5164
-0.5130
-0.5105
30
-0.6787
-0.6000
-0.5719
-0.5582
-0.5504
-0.5454
-0.5419
-0.5394
29
-0.7077
-0.6300
-0.6016
-0.5878
-0.5798
-0.5747
-0.5712
-0.5686
28
-0.7360
-0.6600
-0.6316
-0.6176
-0.6095
-0.6044
-0.6008
-0.5982
27
-0.7636
-0.6900
-0.6617
-0.6477
-0.6396
-0.6344
-0.6308
-0.6282
26
-0.7904
-0.7200
-0.6921
-0.6781
-0.6701
-0.6649
-0.6613
-0.6587
25
-0.8165
-0.7500
-0.7226
-0.7089
-0.7009
-0.6958
-0.6922
-0.6896
24
-0.8417
-0.7800
-0.7535
-0.7401
-0.7322
-0.7271
-0.7236
-0.7211
23
-0.8662
-0.8100
-0.7846
-0.7716
-0.7640
-0.7590
-0.7556
-0.7531
22
-0.8897
-0.8400
-0.8160
-0.8036
-0.7962
-0.7915
-0.7882
-0.7858
21
-0.9124
-0.8700
-0.8478
-0.8360
-0.8291
-0.8245
-0.8214
-0.8192
20
-0.9342
-0.9000
-0.8799
-0.8690
-0.8625
48583
-0.8554
-0.8533
19
-0.9550
-0.9300
-0.9123
-0.9025
-0.8966
-0.8928
-0.8901
-0.8882
18
-0.9749
-0.9600
-0.9452
-0.9367
-0.9315
-0.9281
-0.9258
-0.9241
17
-0.9939
-0.9900
-0.9785
-0.9715
-0.9671
-0.9643
-0.9624
-0.9610
16
-1.0119
-1.0200
-1.0124
-1.0071
-1.0037
-I.0015
-1.0000
-0.9990
15
-1.0288
-1.0500
-1.0467
-1.0435
-1.0413
-1.0399
-1.0389
-1.0382
14
-1.0448
-1.0800
-1.0817
-1.0808
-1.0800
-1.0794
-1.0791
-1.0789
13
-1.0597
-1.1100
-1.1173
-1.1192
-1.1199
-1.1204
-1.1208
-1.1212
12
-1.0736
-1.1400
-1.1537
-1.1587
-1.1613
-1.1630
-1.1643
-1.1653
11
-1.0864
-1.1700
-1.1909
-1.1995
-1.2043
-1.2075
-1.2098
-1.2115
Taxiways "D" and "E" GP- 66 General Provisions
Sebastian Municipal Airport Sectionl 10- Method of Estimating PWL
Percent Within
Negative Values Of Q (QL and Qu)
Limits
(PL and Pu)
n=3
n=4
n=5
n=6
n=7
n=8
n=9
n=10
10
-1.0982
-1.2000
-1.2290
-1.2419
-1.2492
-1.2541
-12576
-12602
9
-1.1089
-1.2300
-1.2683
-1.2860
-1.2964
-1.3032
-1.3081
-1.3118
8
-1.1184
-1.2600
-1.3088
-1.3323
-1.3461
-1.3554
-1.3620
-1.3670
7
-1.1269
-1.2900
-1.3508
-1.3810
-1.3991
-1.4112
-1.4199
-1.4265
6
-1.1342
-1.3200
-1.3946
-1.4329
-1.4561
-1.4717
-1.4829
-1.4914
5
-1.1405
-1.3500
-1.4407
-1.4887
-1.5181
-1.5381
-1.5525
-1.5635
4
-1.1456
-1.3800
-1.4897
-1.5497
-1.5871
-1.6127
-1.6313
-1.6454
3
-1.1496
-1.4100
-1.5427
-1.6181
-1.6661
-1.6993
-1.7235
-1.7420
2
-1.1524
-1.4400
-1.6016
-1.6982
-1.7612
-1.8053
-1.8379
-1.8630
1
-1.1541
-1.4700
-1.6714
-1.8008
-1.8888
-1.9520
-1.9994
-2.0362
END OF SECTION 110
Taxiways "D" and "E" GP- 67 General Provisions
Sebastian Municipal Airport Section 110- Method of Estimating PWL