03/17/2004 Agreement
DANNY L. KOLHAGE
CLERK OF THE CIRCUIT COURT
DATE:
March 23,2004
TO:
Peter Horton, Manager
Monroe County Airports
ATTN:
FROM:
Bevette Moore
Airport Business Administrator
Pamela G. Hanc~
Deputy Clerk '
At the March 17, 2004, Board of County Commissioner's meeting the Board granted
approval and authorized execution of a Contract between Monroe County and D.L. Porter
Cosntructors, in the amount of $3,244,670.21, for Hangar Development, Taxilanes and Apron, at
the Key West International Airport, and approval of Change Order No. 1 which reduces the
original Contract amount by $89,738.00.
Enclosed are two duplicate originals of the Contract and a copy of the Change Order for
your handling. Should you have any questions please do not hesitate to contact this office.
cc: County Administrator wlo document
County Attorney
Finanpe
Filev'
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CONTRACT DOCUMENTS
HANGAR DEVELOPMENT, TAXILANES,
AND APRON
KEY WEST INTERNATIONAL AIRPORT
MONROE COUNTY, FLORIDA
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-
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A.LP. No. 3-12-0037-2203
W.P.L Nos. 4128665 & 414662
U.P.I.N. Nos. 0000169, 0000170, 0000178
PFC Application Nos. 5 and 7
URS Corporation Contract No.: 12637972.00000
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Prepared for:
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THE MONROE COUNTY
BOARD OF COUNTY COMMISSIONERS
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MS. DIXIE M. SPEHAR, DISTRICT 1
MR. MURRAY E. NELSON, DISTRICT 5
MR. GEORGE NEUGENT, DISTRICT 2
MR. CHARLES "SONNY" McCOY, DISTRICT 3
DR. DAVID P. RICE, DISTRICT 4
MAYOR
MAYOR PROTEM
COMMISSIONER
COMMISSIONER
COMMISSIONER
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.-
Prepared by:
URS CORPORATION
JULY 2003
-
CONTRACT DOCUMENTS
HANGAR DEVELOPMENT, TAXILANES,
AND APRON
KEY WEST INTERNATIONAL AIRPORT
MONROE COUNTY, FLORIDA
A.I.P. No. 3-12-0037-2203
W.P.I. Nos. 4128665 & 414662
U.P.I.N. Nos. 0000169, 0000170,0000178
PFC Application Nos. 5 and 7
URS Corporation Contract No.: 12637972.00000
Prepared for:
THE MONROE COUNTY
BOARD OF COUNTY COMMISSIONERS
MS. DIXIE M. SPEHAR, DISTRICT 1
MR. MURRAY E. NELSON, DISTRICT 5
MR. GEORGE NEUGENT, DISTRICT 2
MR. CHARLES "SONNY" McCOY, DISTRICT 3
DR. DAVID P. RICE, DISTRICT 4
MAYOR
MAYOR PROTEM
COMMISSIONER
COMMISSIONER
COMMISSIONER
Prepared by:
URS CORPORATION
JULY 2003
KEY WEST INTERNATIONAL AIRPORT
MONROE COUNTY, FLORIDA
CONTRACT DOCUMENTS
FOR
HANGAR DEVELOPMENT, TAXILANES,
AND APRON
A.I.P. No. 3-12-0037-2203
W.P.I. Nos. 4128665 & 414662
U.P.I.N. Nos. 0000169, 0000170, 0000178
PFC Application Nos. 5 and 7
URS Corporation Contract No.: 12637972.00000
Prepared for:
THE MONROE COUNTY
BOARD OF COUNTY COMMISSIONERS
,
Prepared by:
URS CORPORATION
JULY 2003
TABLE OF CONTENTS
DIVISI ON I........................................................................... 81 D DOCUMENTS
DIVI S ION II....... ........... ............................ ................................... ... CONTRACT
DIVISION III ............................................................... GENERAL PROVISIONS
DIVISION IV ................................................................ SPECIAL PROVISIONS
DIVISION V...................................................... TECHN ICAL SPECI FICA TIONS
BID DOCUMENTS
DIVISION I
BID DOCUMENTS
SECTION A - NOTICE OF CALLING FOR BIDS ............................................................1-2
SECTION B - INSTRUCTIONS TO BIDDERS ................................................................1-4
SECTION C - PROPOSAL AND SCHEDULE OF BID ITEMS ......................................1-14
SECTION D - BID BOND ..............................................................................................1-31
SECTION E - DRUG-FREE WORK PLACE..................................................................1-33
SECTION F - PRIME BIDDER'S QUALlFICATIONS....................................................1-34
SECTION G - DISCLOSURE OF LOBBY ACTIVITIES .................................................1-36
SECTION H - ACKNOWLEDGMENT OF RECEIPT OF ADDENDUM ..........................1-37
SECTION I - DISADVANTAGED BUSINESS ENTERPRISE PROGRAM ...................1-38
SECTION J - BIDDER'S AFFIDAVIT IN COMPLIANCE WITH THE
FLORIDA TRENCH SAFETY ACT .........................................................1-39
SECTION K - SWORN STATEMENT PURSUANT TO SECTION
287.133C3J(A), FLORIDA STATUTES, ON PUBLIC
ENTITY C RI M ES ................................................................................... .1-41
SECTION L - SWORN STATEMENT UNDER ORDINANCE NO. 10-1990..................1-44
SECTION M - CERTIFICATION OF NONSEGREGATED FACILlTIES.........................I-45
SECTION N - FEDERAL WAGES DECISION...............................................................1-46
SECTION 0 - CERTIFICATION REGARDING DEBARTMENT,
SUSPENSION, INELIGIBILITY, AND VOLUNTARY
EXCLUSION - 49 CFR PART 29 ............................................................1.50
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SECTION A
NOTICE OF CALLING FOR BIDS
NOTICE IS HEREBY GIVEN TO PROSPECTIVE BIDDERS that on
AM, the Monroe County Purchasing Office will open sealed bids for the following:
, 2003 at 11 :00
Furnishing of all labor and materials and performing all work for constructing the following contract:
Hanqar Develooment. Taxilanes. and Aoron
Kev West International Airoort
Monroe County, Florida
The major items of work for the contract will be as follows:
The purpose of this work is to replace the existing Hangars and their associated infrastructure
located west of the terminal complex at the Key West International Airport. During this project the
Contractor shall construct the new hangars building and their access (taxilanes), north to the
hangars a new apron will be constructed, including the tie downs. Additionally, a new automobile
parking area will be developed west to the airport terminal. Also, under this work the Contractor
shall construct a new bathroom, install a new wind cone, drainage system (inlets, pipes, and
wells), asphalt marking, water source, electrical power, sodding, landscaping, perform a
mitigation plan, and related work.
Specifications and Bid Documents may be requested from DemandStar by On via at
www.demandstar.com or www.co.monroe.fl.us. or call toll-free at 1-800-711-1712. Technical questions
should be directed at the Engineer, URS Corporation, 7650 Corporate Center Drive, Suite 400, Miami,
Florida 33126-1220; Telephone (305) 262-7466, Fax (305) 261-4017.
Bidders must submit two (2) signed originals and one (1) complete copy of each bid in a sealed envelope
marked on the outside: "Sealed Bid for Hanqar Develooment. Taxilanes. and Aoron", addressed and
delivered either in person or by mail, preferably by special delivery, registered mail to:
Purchasing Office
1100 Simonton Street, Room 2-213
Key West, Florida 33040
All bids must be received by the County Purchasing Office before 11 :00 AM Seotember 17, 2003. Any
bids received after this date and time will be automatically rejected. Faxed or emailed bids will also be
automatically rejected.
All bids must remain valid for a period of one hundred and twenty (120) days. The Board will
automatically reject the bid of any person or affiliate who appears on the convicted vendor list prepared
by the Department of General Services, State of Florida, under Section 287.133(3)(d), F.S. (1997).
All bids, including the recommendation of the County Administrator and the requesting Department Head,
will be presented to the Board of County Commissioners of Monroe County, Florida, for final awarding or
otherwise. The Board reserves the right to reject any and all bids, to waive informalities in any or all bids.
and to re-advertise for bids; and to separately accept or reject any item or items of bid and to award
and/or negotiate a contract in the best interest of the County.
Dated at Key West this
day of
.2003.
Monroe County Purchasin~.' Department
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Bids must be submitted upon the forms contained in the Contract Documents.
Guarantee will be required with each bid as follows: At least 5% of the amount of the
bid shall be filed in the form of a certified check or bid bond payable to the Monroe
County Board of Commissioners.
A public construction bond will be required for 100% of the contract price.
Certification of Nonsegregated Facilities and Equal Opportunity Report Statements must
be signed as included in the bid proposal. Failure to complete these forms may be
grounds for rejecting bids.
No bids will be considered unless the bidder is properly qualified to submit a proposal
for this construction in accordance with all applicable laws of the State of Florida. This
shall include evidence of possession of a current license to perform this type of work.
Non-residents of the state, if a corporation, shall show evidence of qualification by the
Secretary of State to do business in Florida. General Contractor license is required.
All bidders submitting bids for construction, improvement, remodeling or repair of public
building, will furnish evidence that the bidder holds an appropriate current certificate or
registration per Ch. 489.113 FS, unless exempt under Ch, 489.103 FS.
A Pre-Bid Conference will be held on N/A local time, at the Key West International
Airport, Terminal Building, Airport Manager Conference Room. Attendance by
prospective bidders is not mandatory, but is highly recommended. The purpose of the
Conference will be to answer questions and to familiarize potential bidders with the
Project.
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SECTION B
INSTRUCTIONS TO BIDDERS
1. CONTENTS OF CONTRACT DOCUMENTS:
Proposal forms are contained in these Contract Documents. All papers bound
with or attached to the Proposal Form are a part of the Contract and must not be
detached or altered.
A Bid Bond in the form of a cashier's check, certified check or surety bond in the
amount of not less than five percent (5%) of the total amount of bid submitted
shall accompany each proposal. The Bid Bond shall be made payable to Monroe
County Board of County Commissioner.
2. EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF WORK:
The bidder shall examine carefully the site of the work and the Contract
Documents and he shall investigate and satisfy himself as to the conditions to be
encountered, as to the character, quality and quantity of work to be performed
and materials to be furnished and as to the requirements of the Contract.
Bidders shall familiarize themselves with all federal and state laws, local
ordinances and regulations which may in any manner affect the work or its
prosecution. The filing of a Proposal shall be presumptive evidence that the
bidder has complied with these requirements.
3. INTERPRETATION OF DOCUMENTS:
If any person contemplating submitting a bid for the proposed contract is in doubt
as to the meaning of any part of the proposed Contract Documents, he may
submit to the Engineer, URS Corporation, 7650 Corporate Center Drive, Suite
400, Miami, Florida, 33126-1220, a written request for an interpretation of the
proposed documents. Such interpretations will be made only by Addenda and a
copy of each Addendum will be mailed or delivered to each bidder receiving a set
of such Contract Documents. Requests for interpretation will be accepted up to
fifteen (15) calendar days prior to the bid due date.
4. ADDENDA:
Any Addenda issued during the preparation of bids shall be included in the
Proposal and shall become a part of the Contract Documents. Subcontractor's
attention must be called to these changes as well as to the effect Addenda may
have on their work.
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5. PREPARATION OF PROPOSAL:
Proposals shall be submitted on the Proposal Form contained in these Contract
Documents. Each blank space in the Proposal Form shall be filled in correctly
and the bidder shall state the price for which he proposes to do the work written
in ink. The bidder will be responsible for all errors or omissions in his Proposal.
Each bidder shall sign his Proposal correctly in ink. If the bidder is an individual,
his name and post office address must be shown. If a firm or partnership, the
name and post office address of each member of the firm or partnership must be
shown. If a corporation, the Proposal must designate the state under the laws of
which the corporation is chartered, the names, titles and business addresses of
its officers and the one signing the Proposal as agent of the firm or corporation
must furnish legal evidence that he has authority to such signature and that such
signature is binding upon the firm or corporation.
On the Proposal Form (Schedule of Bid Item sheets), the bidder shall enter in
words and figures a unit price and in figures the product (extension) of the unit
price and quantity in the appropriate column for each bid item exclusive of those
items for which a fixed contract unit price and extension are shown. On "lump
sum" items, the same amount shall be shown in both the unit price (words and
figures) and extension (figures only) columns. After all extensions are made, the
bidder shall total the extended amounts of the bid items and show his total of the
extended amounts of the bid items and show his total bid amount in the
appropriate place on the Proposal Form.
All figures shall be legibly shown in ink or typed. Any inter-lineation, erasure or
other alteration of a figure shall be initialed by the signer of the proposal. The
Owner will check the extension of each item given in the proposal and correct all
errors and discrepancies. In case of a discrepancy between a unit bid price and
the extension amount, the unit price will govern. In case of discrepancy between
the unit price in words and figures, the words shall govern. The sum of the
correct extension amounts will be the contract bid price.
6. ALTERNATE BIDS:
Where alternate designs are provided by the plans and proposal, the bidder shall
enter prices only on the items for the design alternate that will be most
economical for him to construct and other bid items that will be common for all
alternates. The bidder shall enter the words "No Bid" in the unit price column on
items for the design alternates not selected.
If any item on the proposal form permits a choice between alternate specified
types of materials, the bidder shall indicate by a checkmark the type of material
he proposes to use. If more than one type or none is checked, the Owner will
make the selection.
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Where alternate designs are provided for which bids area called for on each
alternate, the bidder shall furnish bid prices for each of the alternates. Failure to
do this may be grounds for rejection of the proposal.
7. REJECTION OF PROPOSALS:
Proposals may be rejected if they show any alteration of form, additions not
called for, conditional or alternate bids or irregularities of any kind. Proposals in
which prices are obviously unbalanced may be rejected. The Owner reserves
the right to waive minor irregularities in any bid.
8. BID PRICE:
The price bid shall cover the cost of furnishing of all materials, tools, labor,
transportation, local, state and federal taxes, Old Age Benefits, Social Security,
services and equipment necessary to perform the work in full conformity with the
Contract Documents.
9. PRE-QUALIFICATION OF BIDDERS:
No proposal will be considered from any contractor unless he is licensed to do
work in the State of Florida and is properly qualified to submit a proposal for this
construction in accordance with all applicable laws of the State of Florida.
Bidder shall submit "Evidence of Competency", consisting of statements covering
the bidder's past experience on similar work, a list of equipment that would be
available, latest financial statement, and a list of key personnel. (See General
Provisions 20-02 and Section F "Prime Bidder's Qualification Form.)
10. AWARD OF CONTRACT:
The award of the contract, should it be awarded, will be made by the Owner to
the lowest responsible bidder whose proposal meets the requirements thereof.
The award, if made, will be made within one hundred and twenty (120) days after
opening of the proposal but no award will be made until the responsibility of the
bidder to whom it is proposed to award the contract has been investigated.
Notice of award will be mailed by the Owner to the successful bidder at the
address stated in his proposal.
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11. RETURN OF BID BOND:
All bid bonds except those of the two lowest qualified bidders will be returned
promptly after the tabulation of the bids has been made and in no case will a bid
bond be held longer than one hundred and twenty (120) days without the bidder's
written consent.
12. EXECUTION OF CONTRACT:
The successful bidder will be required to execute the contract and furnish bond
within ten (10) days of date of notice to award. In the case of a corporation, the
officer or agent to execute the contract must be designated in a power of attorney
executed by the Board of Directors and duly certified by the Secretary and
bearing the seal of the corporation. When the successful bidder is a partnership,
the power of attorney designating one member of the firm to execute the contract
shall be filed with the Owner. Such power of attorney must bear the signature of
the other members of the firm and must be executed before a notary.
Any officer or agent signing on behalf of the surety company bonding the
contractor will be required to file a power of attorney with the bond executed and
will be required to affix the seal of the surety to said bond.
13. FAILURE TO EXECUTE CONTRACT:
Should the successful bidder fail or refuse to execute the contract and furnish
satisfactory bond within ten (10) days after notice of awa~d has been issued by
the Owner, the bond filed with the proposal shall become the property of the
Owner. At his option, the Owner may then annul the award and award the
contract to the next lowest responsible bidder or reject all proposals and re-
advertise.
14. CONTRACT TIME:
The contractor shall begin work after receipt of the Notice to Proceed in
accordance with Paragraphs 80-02 and 80-03 of the General Provisions and
Special Provisions Nos. 2 and 3, and shall fully complete performance within one
hundred and fifty-five (155) calendar days.
This project will have six (6) phases to be completed, as follows (see Special
Provision NO.2 for phasing descriptions):
1) Phase I (A) - North Automobile Parking Area. The allowed time for this
phase is thirty (30) calendar days.
2) Phase I (8) - South Automobile Parking Area. The allowed time for this
phase is thirty (30) calendar da.'s.
1-7
3) Phase II - Hangar Development and Taxilanes. The allowed time for this
phase is seventy-five (75) calendar days.
4) Phase III - Mitigation Area. The allowed time for this floating phase is
thirty (30) calendar days.
5) Phase IV (A) - Apron Resurfacing and Marking. The allowed time for this
phase is twenty (20) calendar days.
6) Phase IV (B) - Grass and Drainage Area. The allowed time for this
floating phase is twenty (20) calendar days.
These phases shall be completed within one hundred and fifty-five (155)
calendar days.
If the Contractor does not comply with each phase, then a liquidated damages
will apply, as per Special Provision No.3.
15. CONTRACT CLOSE-OUT:
Subsequent to the final acceptance of this project by the Owner, the
requirements of Special Provision No.1., Section 25 "Project Documentation"
Subsection H. "Prerequisites to Substantial Completion" must be satisfied.
16. BID PROPOSAL SUBMISSION:
The Bid Proposal submitted for the work included in this project shall include the
following fully executed documents:
A. Bid Proposal Contract (Division I, Section C)
B. Schedule of Bid Items (Division I, Section C)
C. Bid Bond (Division I, Section D)
D. Drug-free Work Place (Division I, Section E)
E. Prime Bidder's Qualifications (Division I, Section F)
F. Disclosure of Lobby Activities (Division I, Section G)
G. Acknowledgment of Receipt of Addendum (Division I, Section H)
H. Disadvantaged Business Enterprise (Division I, Section I)
I. Bidder's Affidavit in Compliance With the Florida Trench Safety Act
1-8
(Division I, Section J)
J. Sworn Statement Under Section 287.133(3)(a) FLORIDA STATUTES, on
Public Entity Crimes (Division I, Section K) .
K. Sworn Statement Under Ordinance No. 10-1990, Monroe County (Ethics
Clause) (Division I, Section L)
L. Certification of Nonsegregated Facilities (Division I, Section M)
M. Federal Wage Decision (Division I, Section N)
N. Certification regarding Department, Suspension, Ineligibility, and Voluntary
Exclusion-49 CFR Part 29 (Division I, Section 0)
O. Copy of Contractor's license for State of Florida
P. Bidder's Statement on Insurance (Division III, Section 140)
17. MARKING AND MAILING BIDS:
Bids, with their guaranties, must be securely sealed in suitable envelopes,
addressed and marked on the outside as follows:
Purchasing Office
1100 Simonton Street
Room 2-213
Key West, Florida 33040
Hanqar Development. Taxilanes and Apron
Key West International Airport
Bid Submission
Bids received prior to the time of opening will be securely kept, unopened. The
Owner will decide when the specified time has arrived and no bid received
thereafter will be considered. No responsibility will be attached to the Owner for
the premature opening of a bid not properly addressed and identified. Unless
specifically authorized, telegraphic bids will not be considered but modifications
by telegraph of bids already submitted will be considered if received prior to the
hour set for opening.
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18. WITHDRAWAL OF BIDS:
Bids may be withdrawn on written or telegraphic request received from bidders
prior to the time fixed for opening. Negligence on the part of the bidder in
preparing the bid confers no right for the withdrawal of the bid after it has been
opened.
19. BIDDERS PRESENT:
At the time fixed for the opening of the bids, their contents will be made public for
the information of bidders and other properly interested parties who may be
present either in person or by representation.
20. BIDDERS INTERESTED IN MORE THAN ONE BID:
If more than one bid for each contract is offered by anyone party, by or in the
name of his or their clerk, partner or other person, all such bids may be rejected.
A party who has quoted prices on materials to bidders is not thereby disqualified
from quoting prices to other bidders or from submitting a bid directly for the
materials of work.
21. ERRORS IN BID:
Bidders or their authorized agents are expected to examine the maps, drawings,
specifications and all other instructions pertaining to the work, which will be open
to their inspection. Failure to do so will be at the bidder's qwn risk and he cannot
secure relief on the plea of error in the bid. In case of error in the extension of
prices, the unit price will govern.
22. CONTRACT AND BOND:
The bidder to whom award is made must, when required, enter into written
contract on the standard form as set out herein with satisfactory security in the
amount required, within the period specified or, if no period is specified, within
ten (10) days after the prescribed forms are presented to him for signature.
23. COLLUSION:
If there is any reason for believing that collusion exists among the bidders, any or
all proposals may be rejected and those participating in such collusion may be
barred from submitting bids on the same or other work.
24. SUBLETTING OR ASSIGNING OF CONTRACT:
(a) Limitations: The Contractor shall not sublet, assign, transfer,
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convey, sell or otherwise dispose of any portion of the contract, his right,
title or interest therein, or his power to execute such contract, to any
person, firm or corporation without written consent of the Owner and such
written consent shall not be construed to relieve the Contractor of any
responsibility for the fulfillment of the contract: Unless otherwise
stipulated in the proposal or special provisions and with the assistance of
workmen under his immediate superintendence and reported on his
payroll, all contract work of a value not less than fifty percent (50%) of the
total contract amount, except that any items designated in the contract as
"Specialty Items" may be performed by subcontract may be deducted from
the total contract amount before computing the amount of work required to
be performed by the Contractor with his own organization.
(b) Subcontractor's Status: A subcontractor shall be recognized only in
the capacity of an employee or agent of the contractor and the Contractor
will be responsible to the Owner for all of the subcontractor's work,
including failures or omissions and his removal may be required by the
Engineer, as in the case of any employee.
25. PERMITS:
The County permit fees for the project are $ 0.00 ,which shall be an expense of
the Contractor. The county cautions bidders that the contractor shall also be
responsible for the permit fees of any state or federal agency having permitting
jurisdiction over the project, including but not limited to, the-ACE, DNR, and DER.
26. PRE-SUBMITTALS:
Pre-submittal of data on various equipment, if required in the proposal, shall be
made by the bidder and approval obtained from the Engineer. This approved list
shall be the actual equipment used in the construction of this project if the
contract is awarded on the bid.
27. SHOP DRAWINGS:
Shop drawings will be reviewed by the Engineer for general conformance in
accordance with the contract documents. The Contractor shall check all shop
drawings in detail and stamp with his approval prior to submittal to the Engineer.
The Engineer's review of shop drawings shall not relieve the Contractor from his
responsibility for any deviations from the requirements of the contract
documents.
28. FLORIDA TRENCH SAFETY ACT:
In accordance with the provisions of the Florida Trench Safety Act, if applicable,
the bidder shall indicate in his bid his cost of compliance with the requirements of
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the Florida Trench Safety Act and shall also complete and properly execute the
bidder's Affidavit in compliance with the provisions of the Florida Trench Safety
Act (Sections 553.60-553-64, Florida Statutes).
29. SCHEDULE OF WORK:
Contractor shall coordinate work items that may overlap with other work being
performed by other contractors. Each bidder shall take this into account and no
provision for re-mobilization or re-negotiation for time delay can be made.
Oepending on the bids received, certain quantities may be increased or
decreased and no provision shall be made for re-negotiation (see Division I,
General Provisions, Section 40, for further information).
30. PROJECT FUNDING:
Work included in this proiect is beinq funded in part by the use of Passenaer
Facility Charqes collected by Monroe County. in part from Federal funds under
the FAA Airport Improvement Proqram (AlP). part from funds from the Work
Proiect Improvement (WPI) Proqram administered bY the Florida Department of
Transportation (FDOT). and part from Monroe County funds, and part from a
private developer.
31. DISADVANTAGED BUSINESS ENTERPRISES (DBE) SUBCONTRACTOR
GOALS:
There are 10.04% OBE subcontractor goals for the FAA funding projects on this
contract. Should any OBE subcontractors be used on this contract, the
subcontractor's name, address, type of work performed and subcontract amount
shall be reported as part of the project close-out documentation submitted with
the information requested in Special Provision No.1, Section 25, "Project
Documentation",
32. PUBLIC ENTITY CRIME STATEMENT:
A person or affiliate who has been placed on the convicted vendor list following a
conviction for public entity crime may not submit a bid o~ a contract to provide
any goods or services to a public entity, may not submit a bid on a contract with a
public entity for the construction or repair of a public entity, may not be awarded
or perform work as a contractor, supplier, subcontractor, or consultant under a
contract with any public entity, and may not transact business with any public
entity in excess of the threshold amount provided in Section 287.017 of the
Florida Statutes, for CATEGORY TWO for a period of 36 months from the date of
being placed on the convicted vendor list.
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33. DISADVANTAGED BUSINESS ENTERPRISE (DBE) POLICY
and OBLIGATION:
DBE POLICY: It is the policy of the Florida Department of Transportation that
disadvantaged business enterprises as defined in 49 CFR Part 26, as amended,
have the maximum opportunity to participate in the performance of contracts
financed in whole or in part with Department funds contract. The DBE
requirements of 49 CFR Part 26, as amended, apply to this contract.
DBE OBLIGATION: Monroe County and its contractors agree to ensure that
Disadvantaged Business Enterprises as defined in 49 CFR Part 26, as amended,
have the maximum opportunity to participate in the performance of contracts. In
this regard, all contractors shall take all necessary and reasonable steps in
accordance with 49 CFR Part 26, as amended, to ensure that the Disadvantaged
Business Enterprises have the maximum opportunity to compete for and perform
contracts. Grantees, recipients and their contractors shall not discriminate on the
basis of race, color, national origin or sex in the award and performance of
Department assisted contracts.
The Disadvantaged Business Enterprise Program statements and certification
shall be fully completed and submitted as required by Section 150 of the
specifications. This form is provided in Division I, Bid Documents, Section I.
34. EQUAL EMPLOYMENT OPPORTUNITY: In connection with the carrying out of
this project, the contractor shall not discriminate against any employee or
applicant for employment because of race, age, creed, color, sex or national
origin. The contractor will take affirmative action to ensure that applicants are
employed, and that employees are treated during employment, without regard to
their race, age, creed, color, sex, or national origin. Such action shall include,
but not be limited to, the following: Employment upgrading, demotion, or transfer;
recruitment or recruitment advertising; layoff or termination, rates of payor other
forms of compensation; and selection for training, including apprenticeship. The
contractor shall insert a similar provision in all subcontracts, except subcontracts
for standard commercial supplies or raw materials.
35. CERTIFICATION OF NONSEGREGATED FACILITIES: The Certification of
Nonsegregated Facilities as required by Section 120, shall be completed and
submitted with the bid proposal. This form is provided in Division I, Bid
Documents, Section M.
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SECTION C
'..-"
PROPOSAL
Contract
BID TO: Purchasing Office
1100 Simonton Street
Room 2-213
Key West, Florida 33040
BID FROM: D. L. Porter Constructors, Inc.
6574 Palmer park Circle
Sarasota, FL 34238
Submitted (Date): October 17, 2003
The undersigned, as Bidder, hereby declares that he has examined the site of the work
and informed himself fully in regard to all conditions pertaining to the place where the
work is to be done; that he has examined the plans and specifications for the work and
contractual documents relative thereto, and has read all bid documents, Contract
Documents, General Provisions, Special Provisions and Specifications furnished; and
that he has satisfied himself relative to the work to be performed.
The Bidder proposes and agrees, if this proposal is accepted, to contract with the
Monroe County Board of Commissioners, in the form of contract specified, to furnish all
necessary materials, equipment, machinery, tools, apparatus, means of transportation
and labor necessary to and to complete the construction of:
HanQar Development. Taxilanes and Apron
Kev West International Airport
Monroe County, Florida
in full and complete accordance with the shown, noted, described and reasonably
intended requirements of the plans, specifications and contract documents to the full
and entire satisfaction of the Monroe County Board of Commissioners, with a definite
understanding that no money will be allowed for extra work except a set forth in the
attached Contract Documents for the unit prices listed opposite each item.
1-14
The Contractor shall complete the Schedule of Values included as Attachment "A". The
Schedule shall be added and the final Iota I base bid amounl will be'~
$ Tlvuu ~ ~~,.~ ~ ~ ~pllars, ,
(total base bid - words) ~ j h; TA_
- -----;t /7. CJ
It is agreed that the description under each item, being briefly stated, implies, although it
does not mention, all incidentals and that the prices stated are intended to cover all
such work, materials and incidentals as constitute Bidder's obligations as described in
the specifications and any details not specifically mentioned, but evidently included in
the contract shall be compensated for in the item which most logically includes it.
The quantities for bid items listed on the attached Schedule of Bid Item sheets are
estimated quantities only for the purpose of comparing bids. Any difference between
these estimated quantities and actual quantities required for construction will not be
allowed as basis for claims by the Contractor for extra compensation. Compensation will
be based on the unit prices and actual construction quantities and may be modified as
stipulated by Sections 20-05 and 90-03 of the General Provisions,
The bidder further proposes and agrees hereby to commence the work with an
adequate force, plant and equipment at the time stated in the notice to the Contractor
from the Owner to proceed and fully complete performance within the time period stated
in the Instructions to Bidders from and after the date stated in the Notice-to-Proceed.
The undersigned further agrees that in case of failure on his part to execute the said
contract and the bond within ten (10) consecutive calendar days after written notice
being given of the award of the contract, the check or bid bond in the amount as
specified herein accompanying this bid and the monies payable thereon, shall be paid
into the funds of the Monroe County Board of Commissioners as liquidated damages for
such failure; otherwise, the check or bid bond accompanying this proposal shall be
returned to the undersigned.
Monroe County's performance and obligation to pay under this Contract, is contingent
upon an annual appropriation by the BOCC.
Attached hereto is a certified check on the
Bank of
the sum of 5% of base bid dollars ($
made payable to the Monroe County Board of Commissioners.
or a bid bond for
)
Checkmarks
x
x
I have included Division I which entails the proposal forms.
Schedule of Bid Items (Attachment "A").
Bid Bond
The Drug-Free Workplace form.
x
x
1-15
x
Prime Bidder's Qualifications:
x List of major contracts in past 10 years
x List of equipment and plant available for this project
x Copy of latest financial statement
Disclosure of Lobby Activities
Acknowledgement of Receipt of Addendum
Disadvantaged Business Enterprise Program
x DBE Utilization Form "Attachment 1", Division III
x DBE Letter of Intent "Attachment 2", Division III
Bidder's Affidavit in Compliance with Florida Trench Safety Act
Sworn Statement Pursuant to Section 287.133(3)(a), Florida Statutes, on Public
Entity Crimes
Sworn Statement Under Ordinance No.1 0-1990
Certification of Non-segregated Facilities
Federal Wage Decision
Certification Regarding Debartment, Suspension, Ineligibility, and Voluntary
Exclusion - 49 CFR Part 29
Copy of Bidder's License for State of Florida, evidence of competency and
evidence of financial responsibility
Bidder's Statement on Insurance
x
x
x
x
x
x
x
x
x
x
x
(Checkmark items above as a reminder that they are included.)
Mailing Address: D. L. Porter Cons tructors, Inc.
6574 Palmer Park Circle
Sarasota, FL 34238
Phone Number: (941) 929-9400
Date: 10/17/03
Signed:
(1 /c@QJ
C. Marshall White
(Name)
Witness:
Vice President
~_. ~Title)
/ 'L-~~
'Paulet te Je~:l(Seal)
1-16
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DL PORTER
PAGE 01/19
ATTACHMENT "A"
SCHEDULE OF BID ITEMS
HANGAR DEVELOPMENT, TAXILANES & APRON
BIDDER NAME; D,L. PORTER CONSTRUCTORS. INC. I
AIRPORT NAME: KEY WEST INTERNAnONAl AIRPORT
PFC APP NO.: 5., AlP NO.: 3-12-OOS1-2203 i
\NIP NOS.: 4128m & 414162 UPIN NOS.: 0000181. 0000170 & 0000178
PROJECT DeSCRIPTION: HANGAR DEVELOPMENT, TAXILANES. AND APRON
---.. .........---.
SPEC ESTIMATED UNIT PRICE I EXTENDED
ITEM ITEM DESCAIPnON UNIT IN
No. QUANTfTY NUMBERS TOTAL I
o'
I MobHiUtlon
AT Two hundred .nctHn thousand thirtY nine
1 P.101-3.1 DoIIIIIS lS 1
Z1',D3IUS 218,D3U3
.AND 931
Cenc.
AlIptlalt .-vement miRIng (0" TO 1.5")
AT Nine
Z P-11~.1 Doll.... IV 2510 9,70 2.,3.7.00
AND 701
Cents I
Cleartng and grubbing
AT Tblltv 1h...8 thouund un. IIundntd
:I P.1S1-4.1 !!IDm Doll... LS 1 33,3110,00 33,310.00
AND 001
Cents
Exldng henpr remOftI
AT On. hundred elaht tllouand one INndI'IId
. P.161-4.2 Dollars LS 1 101,120,00 108,120.00
~NDOOI
Cents
A.phelt pnwment denloHtlon
AT Three
S P-15104.3 Dofl.B Sy tHO 3.1' 31,&72.10
AND 111
Cents
8tructu,. to " removed
ATOne thousand ftv. hundred I1Ine\y
. P.111~,4 Dollars EA 1 ,.......1..-...
ANCOOl I
Cents 1
Page 1 of 12
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PAGE 02/19
BIDDER NAM!:: D.L. PORTER CONSTRUCTORS. INC.
AIRPORT NAME: KEY WEST INTERNATIONAL AIRPORT
PFC A1'P NO.: 5&7 AlP NO.: 3-12.0037-2203
WIP NOS.: &128815 & 41"82 UPIN NOS.: 0000111, 0000170 . 0000171
PROJeCT DESCRIPTION: HANGAR DEVELOPMENT. TAXlLANE9. AND APRON
_.
SPEC ESTIMATED UNIT PRICE EXTENDED
ITEM ITEM DESCRIPTION UNIT IN
No. QUANTITY NUMaERS TOTAL
Structure to be modified
AT One thousand "In.
., P-111....5 DoII.rs SA 3 1,510.00 4,770.00
AND 001
Cenbl
Removal of existing pipe (>41") I
i
AT,.ntv Six
. 1'-151....6 Dotl.. LF 1TO 26.50 4,505.00
AND 501
Cents
ExIstIng tMce to be removed
AT..fIB Dollars
, 1'-151-4.1 LF 430 5030 2,m.OO
AND 301
Canta
existing..... rwmoval
AT a~ hundred thirty
10 P-1"..... Dolla,. EA 1 530.00 530.00
AND 001
Cents
Unc....1fIed excavatlan I
i
AT Six I
I
11 1'-152-4.1 00'" CY 14. 1.36 4,121.211
IIND381
Centa
Borrow excavation
liT ThIrtY one I
1:1 1'-152.....2 Dollars CY 1882 3UD 51,211.60
AND IOf
Cenbl
Page 2 of 12
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PAGE 03/19
BIDDER NAME: D.L PORTliR CONSTRUCTORS. INC.
AIRPORT NAME; KEY WEST INTERNATIONAL AIRPORT
PFC APP NO.: 5&7 AlP NO.: 3.12.0031.2203
WlPNOS.: ,U 2U.5 & 414t$2 UPIN NOS.: 00001&9,0000110 & 0Cl0Cl17B
PROJECT DESCRIPTION: HANGAR DEVELOPMENT, TAXI~NES. AND APRON
_.".~.
SPEC ESTIMATED UNIT PRICE &XT&NDID
ITEM ITEM DESCRIPTION UMT IN
No. QUANTITY NUMBERS TOTAl.
I Tempo!'llrY air and water pollullon, soli
erosion Ind sllhltlon control
AT Ten Thousand Six Hundred ,
13 P.1S&.5.1 Doll." LS 1 10,800.00 10.100.00 i
AND 001
Cents
S" Urnerock bae CO",.,
AT Forty fI".
,. P.211.5.1 Dollars Cy 2009 45.S1 111,570.22
AND 511
Centa
BItuminous oonorwte surfllce GOUr.Ie (314'"
ITlIIxlmum aSlll'88llta)
15 P-401.8.1 AT 0". hundred thirty four DoIIa,. TN 2139 134.09 310,811.51
AND otI
Ce""
PDltland c....nt concrete pavement, ... thick !
1& P.S01".1 AT ThIrty thrw SY 473 33.31 15.19U7
00111"
AND3!1 Conti
BitumInous prtm. co.t
AT ThrH
17 P-I02-5.1 Dol..... GAL 5886 3.1' i 18,711..' I
I
AND ,., I
Cents
Bitumlnou, tICk coat
AT Two thollllllnd .bl hundntd sIxtY
111 P.S03-5.1 Doll.", GAL 2000 1 2,110.011
I
AND OO( I
Cants I
Page 3 of 12
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PAGE 64/19
BfD~R NAME: D.L. PORTER CONSTRUCTORS INC. I
AIRPORT NAME: KEY WEST INTERNATIONAl. AIRPORT
PFC A~P NO.: 5&7 AlP NO.: 3-12.0037.2203
WlP NOS.: 41281t5 & 414.62 UPIN NOS.: D0001&9, 0000170 & 00001711
PROJECT DESCRIPTION: HANGAR D~lOPMENT. TAX/LANES. AND APRON
UNIT PRICE I - -------..--
SPEC ESTIMATED EXTENDED
ITEM No. ITEM DESCRIPTION UNIT QUANTITY IN TOTAl.
NUMBERS
- ~
Final marking (yellow or white with reflective
bMds et 100% apptlcatlon rat.)
19 P-II~O-5.1 AT Three SII 1100 3.3t 8.....'.00
Dolta...
AND 381
Cents
,
OutfN black ptfnt (no rollecflw buds)
AT Th,..
20 P"20-5.~ Dolllrs 8F 3180 3.71 11.723.&0
AND 711
Cents
2" PVC W.r Maln
AT FOttv five
a1 P-702.10.1 Dollars LF 780 45.21 l5,ao:UO
AND Z6I
Centl
Water mlltBr
AT Four hundred fwNntv four
I 22 P-702-10.2 Doll." EA 1 424.00 424.00
AND 001
Cents
ConnKtlon to ttle existing water main
AT Thre. thoYAnd one hundred .laMY i i
23 p.70a.1D.3 Dollars EA 1 3.110.00 3.180.00 ,
I
AND 001
Cents
2" Wa.r valw
AT FIYtI hundred thlrtv
24 ".702-10." OOllars EA 1 530.00 113Q..Q0 I
AND 001
Cents
Page" of 12
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PAGE 05/19
BIDDER NAME: D.L PORTER CONSTRUCTORS, INC.
AIRPORT NAME: KEY WEST INTERNATIONAL AIRPORT
PFC APP NO.: 1l&7 AlP NO.: 3.12.0037.2203
WIP NOS.: 4121115 & 41....2 UPIN NOS.: 00001",0000170 & 0000178
PROJECT DESCRIPTION: HANGAR ~lOPWNT, TAXILAN~S, AND APRON
.-. -
SPEC ESnMATED UNIT PRICE EXTENDED
ITEM ITEM DESCRIPTION UNIT IN
No. QUANTITY NUMBERS TOTAL !
"-..- I
B" Duc:tllron pipe
AT Seven nine
25 P.T02.10.5 Doll." LF 23 79.50 1,121.50
ANDl50I
Cents
." PVC Senltary Sewttr pipe
A T Fifty thrn
26 P.7lU-1.1 DollllfS LF 100 53.00 47.700.00
AND 001
Cents
1." R.lnfo~d concretll pipe (CIne V)
27 0.701-5.1 AT J:IIty one LF 24& 51.114 I
Dollars 12,777.24 I
AND 141 !
Cents
24" RlIInforced concrete pipe (C.... V)
I AT Seventv four
21 D.701-5.2 DoIars LF 420 74.20 31,164.00
AND 201
Cents
U" R.lnforced concrete pipe (etns VI
29 D.T01.s.~ AT One hundred &Ix L~ 230 10l.OG 2",310.00
Dollan
AND 001
Cents
Trench Drain I
30 D-70U.1 AT Two hundNd .,xtY five ,
Dolla" LF 8S 2&5.00 17,225.00
AND 001
Cents
, Inlet fYJMIl' (unptlVed .....1
AT Two thousand ela"t hundNd ,evenlY one 20, tOO. 7. i
~1 0-751-5.1 Don..., EA 7 2,871.54
AND 541
Cellta
Page 5 of 12
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PAGE 06/19
BIDDER NAME: D.L. PDRTER CONSTRUCTORS. INC.
AIRPORT NAME: KEY WEST INTERNATIONAL AIRPORT
PPC APP NO.: 5&7 AlP NO.: 3-12-0037.2203
WIP NOS,; 412'18$ & 414662 UPIN NOS.: 0000111, 0000170 & 000D178
PROJECT DESCRIPTION: HANGAR DEVELOPMENT, TAXILANES, AND APRON
'-
UNIT PRICE ,
ITEM SPEC ITEM DESCRIPTION UNIT ESTIMATED IN EXTENDED
No. QUANTITY NUMaERS TOTAL
I"'wt type I
AT Four thou.... five hundnd sixtY t...... 4,5&3.30
32 D-751..1.2 Doll.... EA 1 4,513.30
AND 301
C.nts
Sodding
AT JIuD Dolle"
33 T-8G4--11.1 BY 81. 7.39 45,522.40
AND 311
Centa
, 2' (LoIG7) wtnd cone, and segmented circle,
In place (Including foundltlOn, ~c;naorln,
excrntlon, bllcllftlllng, obstruction light,
m_t. socII, and powet)
34 L-107-5.1 AT Foum.n ~ tIIaM hundrM fortY EA 1 14,140.00 1.,140.00
Dollar"
AND 001
Cent.
Cable tnnch
AT Five
3S L,.108-6.1 Dalla,.. LF 844 ' 5.02 "231.'1
AND 021 I
Cents
Fum"h and In,"''' cabl. (1/1:, . SkY, L-824,
type C), In trench, duct or eondult, compleet
In plael
I 31 L-108-8.2 ATZ"" LF 2273 .14 1.909.32
Dol...
ANDW
Cen~
Furnish ..,d Install eountlf1'OlM wire (16. I
BSD cop,*, Itrlnded) 600 volt with ground I
rod. complm In place I
31 L,-101-1I.3 AT Zero LF 2135 .73 1,558.55
Dolta"
i
AND 731
Cents I
I i
Page 6 of 12
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DL PORTER
PAGE 1117119
HIDDet NAME: o L~OIUER CONSTRUCTORS. INC.
A'''POR.T NAMI!: KEY WI!ST INTI!!R.NATIONAL AIRPORT
PFC APP NO.: 5&7 AlP NO.: 3-12-0037-2203
WIP NOS.: 4128615 & 41...2 UPIN NOS.: 0000119,0000170 & 0000178
PROJECT DESCRIPTION: HANGAR DEVELOPMENT. TAXIl.ANES. AND APRON
-_.~...- EXTENDED I
SPEC ESTIMATED UNIT PRICE
ITEM ITEM DESCRIPTION UNIT IN
MG. QUANTITY NUMBERS TOTAL
.-....- -'.-' I
1WZ Duct (2" PVC, Schedule 40, type I)
AT ThlrtRn
3. l-11O-S.1 DollalW LF 707 13.30 11..03,10
AND 101
CAnts
2W2 Concr.te ._M duct (r pvc.
Schec:lu" 40, type I)
39 L-110-5.2 AT T~ two LF 45 22.28 ',001.70
Dofl."
AND 2111
Centll
Fuml$h and Irmall JunctlOfI box (sla D. L.
1S7, c.... I. ,Met burlng)
40 L.110.5.3 AT Nine hundnd sixtY nvon EA 2 117.25 1,136.50
Dolllrs
AND 251 I
Centa
FurniSh and Ins..n L...7 baa can (12" dill. i
Class I) cantpleCe In pI8ce I
., L-1 1 0-5.4 AT One thousand tit,.. hundnld lIlIWfttV IIIatIt EA & 1.37'.00 8,261.00
Doll."
AND 001 I
I
Centll
Fumllh lIIId Install L.a., tax.., ldOe/lght
IBa.. moune.d), compl.w In .,..
42 l-12G-5.1 ATOne tltouund on. IlUndNCIll8Y1lntV four EA t 1,174.48 10,570.32
Doll....
,
AND 48/
Cents
Ramon and rein..... a.latlng L..81 T taxlwaJ
.. light b... mounted . J
4~ 1...125-5.2 AT four hunchd n1Mtv four EA
Dollal'll ...... I 2.R7.96
l AND 1111 I
Can.
Page 7 of 12
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PAGE 08/19
BIDDER NAME: D.L. POItTl!" CONSTRUCTORS. INC.
AIRPORT NAME: KEY WEST INTERNATIONAL AIRPORT
PFC APP NO.: 5.7 AlP NO.: 3-12.0037-2203
WlP NOS.: 41ZIIil & 414HZ UPlN NOS.: 0000119,0000170 I 0000178
PROJECT DESCRIPTfON: HANGAR DEVELOPMENT, TAXILANES, AND APRON
'...
SPEC ESTIMATED UNIT PRICE ~XT~N~D
'TEM No. 'TEM DESCRIPTION UNIT QUANTITY IN TOTAL
NUMBERS
R~ocate IJllstlng guidance sign, Including
uc:avatlan, backtlUlng, foundatlan Met
accetaorlet. compleCe fn place
.. L-125-5.3 AT 'TWo thouuncIslx hundNcl f!t'Iv I!A 1 2.850.00 2.810.00 :
00111"
AND 001
CAntll
RMnoW IXIsUng guldanc. sign, Including
foundation, accesllarles. backfilling Md I
complCtlon
" l-125-5.4 AT Two thOUlland "X hundred tlVlY IA 2 2,150.00 5,300.00
Dol...
AND 001
Centa
Chain link fence (1'+1')
AT 1'MntY .Ix
4. F.112-5.1 Doll.,. IF 823 28.10 18,109.50
AND 5fJI
Cents
Drtww.y gate, comp""n p1_ i
AT I4HI thOUHnd HWn hundred II.
47 F.112.5.2 Dollars EA 1 10,7111.00 10,701.00
AND 00'
Centa
Temporary ohaln link f,nee
AT SIx
41 '.162-5.3 Doll.... u: 140 6.3& 190..0
AND 381
Centa
Page 8 of 12
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PAGE 09/19
BIDDER NAME; D.L PORTER CONSTRUCTORS. INC.
AIRPORT NAME: K!;'Y WEST INTERNA nONAL AIRPORT
PFC APP NO.: 5&7 AlP NO.; 3-12-0037-2203
W1P NOS.: 41281&5 & 41...2 UPIN NOS.: DOOO1", 0000170 & 000017.
PROJECT DESCRIPTION: HANGAR DEVELOPMENT, TAX'LANES, AND APRON
SPEC ESTIMATED UNIT PRICE EXTENDED
ITEM No. ITEM DESCM'TION UNIT QUANTITY IN TOTAL
NUMBERS
Double Swing OatIl (H " 7' .. 1'), 3 barbed wire,
F.162-1.4 1.' -'de. compIet8 In ~ EA 1
AT Seven Hundred and 742.00 742.00 i
49 For t.y Two I
00/ Dolla"
AND Cen~
TnIffic sign
AT Two Hundred Sixty fiV~ 265.00 1,85S.01o
00/ Dollars EA 7
50 FOOT AND
INDEX C.nlS
No. 600
Curb and Gutter. Type "F"
FOOT AT -rw.ntv tit,..
51 INDEX OoIlIrs LF 1GG 23.'5 3,935.25
No. 300 AND iii
Cents
ConcYM8 bumlMr guard
FOOT AT f.9m[ Dollan
52 INDEX EA .. 40.28 I 1,973.72
No, GOO AND .281 I
Cents
I Injection well (24" steel caeing drain pipe) j
I I
AT Nlnelllen thouslllld elaht hundred twenty I
53 5.001-5.1 Dollars EA , '9,175.00 1t,875.00
Eb!!..AND 001
Cents
Reenslld fire draft weN type "A", Including I
caalng
54 S.oo2-5.1 AT Nine tttouu~ two hundred s_ntv f1v. EA 4
Dollln 9,275.00 37,100.00 '
AND DOl j I
Cents I
Page 9 of 12
1~/29/2~~3 11:23
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DL PORTER
PAGE 16/1'3
BIDD!" NAM!: D.L PO"T!" CONSTftUCTOftS. INC.
AIRPORT NAME: KEY WEST INTERNATtONAL AIRPORT
PFC APP NO.: 5..7 AlP NO.: 3-12.0037.2203
W1P NOS.: 4128161 .. .,4I6Z UPIN NOS.: 0000''', OOOG170 & 0000178
PROJECT DESCRIPTION: HANGAR DEVEl.OPMENT, TAXILANES. AND APRON
- _._ _","4.._.._ ........._-. .......... . ......
SPEC emMATED UNIT PRICE EXTENDED
ITEM ITEM DESCRIPTION UNIT IN
No. QUANTITY NUMBERS TOTAL
- . ----
PrK;Ict storm dr3lnage - CDS PSWC5I.81
AT Elahty HWn theuund OM hunchd
55 S-OD3-S. 1 ."~n Doll.... EA 1 87,111.. 117,111.88
AND 161
C.nb
Precast storm dr.nag. - CDS PMSlJ4O.JO
AT FortY th.... thousand seven hundred
51 S.oow.Z nlMtv one Dollars EA 1 43,711.711 43,79'.711
AND 7111
Cents
T .Htlngllr dewtopment (lnc:Jua rat rooms),
complete In place
&7 8-1000- AT Ttuw hundrwd flftv four thousand elaht LS 1 3"'151.51 354,151.51
11.1 hundred flftv lIiaht
Dollan
AND 511
Cenf:a
1ZD II 50 Hanpr development. campl_ In
pIac. (3 units)
68 B001000- AT Four hunchd e1ahtv thrw thouaand th,.. LS 1 .'3,322.05 .113,322.05
11.2 hundnut twentv two
Dolla,.
AND 051
Cants
120 x &I ......r devela~ complete In
pix.
B-1 000- ATOne huncInNI sixty nine thouund fifty I
51 11.3 lh.... 001.,. LS 1 189,063.46 1 &9,053.48
AND 461
Cents
.0 Il 70 Hangar dtJvalopment, complete In I
I
plaCII I
I
It. TOn. hundred elaNv tit_and th,... i
GO 8.1000-
11.4 humlnut ...ntv one LS 1 110,321.'11 180,321.&8
Do1l8/'S
AND H' I
,
Canta i
Page 10 of 12
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PAGE 11/19
BIDDER NAME: D,L.LPORTER CONSTRUCTORS. INe,
AIRPORT NAME: K~ MST INT!'RNA TJONAL AJRPORT
PFC APP NO.: 5&7 AlP NO.: 3.12.0037.2203
WIP NOS.: 4121R5 & 414&62 UPIN NOS.: 00001S', 0000170 & 0000178
PROJ~CT DESCRIPTION: HANGAR DEVELOPMENT, TAXILANES. AND APRON
SPEC ESTIMATED UNIT PRICE 6XTIiNDED
IT~M No. ITEM DESCRIPTION UNfT QUANTITY IN TOTAL
NUMBERS
1eo lC 70 H.... developrnwrt. complete In
plK.
., a.1000. AT Th.... hundred fortI: II.,. lhouNnd sI. LS 1 ~5.'30.ID 345,830.881
11.5 hunclnd thirty
Dollars
AND 801
Cants
landscaping
AT FIv. thousand one hundnld thlrtv I
0011.,.. i
12 02100-5.1 LS 1 U!O.. 5.130.40 '
AND UJI
cents
Concrete tie downs
AT Two hundred twelw
13 Dollars EA 22 212.00 4.114.00
AND 001
Cents
C.bln for tie downs
AT Three
84 DoII8rs LF eoo 3.18 :U44.00
AND 18/
Centll
BclI.m
AT Flv. hundnHI thIrty
S& Doll.", EA . 530.00 2.120.00
AND 001
C..rts
Dumpster
AT Six thousand nln. hundred nlnetv six I
G8 DoOa... EA 1 ......00 , Uta.oo
AND 001
Cents
I
Page 11 0(12
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Dl PORTER
PAGE 12/19
BIDDER NAME: D.L. PORTER CONSTRUCTORS. 'HC. I
i
AIRPORT NAME: KEY WEST INTERNATIONAL AIRPORT I
PFC APP NO.: 5&7 AlP NO.: '-12-0037-2203 I
WIP NOS.: 4128115 & ..'....2 UPIN NOS.: 0000161, 0000170 & 0000171 I
PROJECT DESCRIPTION: HANGAR DEVELOPMENT. TAXlLANES, AND APRON i
SPEC ESTIMATED UNIT PRICE EXTENDED
ITEM ITEM DESCRIPTION UNIT IN
No. QUANTITY NUMBERS TOTAL
- ,
Electric.. work I
AT Sixty ftvw thousand four hundred thrH
&7 DoIla" LS 1 66.403.06 85,403.08
AND 011
c.nts
MItigation
AT SllItv two thousand six h~odred ninety
68 three LS 1 82,813.70 82.813.70
Dollars
AND 701
c.nts
TOTAL BID ITEMS , THROUGH &8 S3,24S.330.2CI
Page 12 of 12
Note 1: Bidder shall submit in Attachment "B" breakdown for electrical work item (Attachment
"A" Item No. 67). This Attachment "B" is for informational purposes. Payment will be
made at the contract lump sum price for the construction of the electrical work as
shown on the plans and will include:
· Conductors
· Underground conduit/PVC
· Transformer
· Panel distribution
· Electric meter
· Electrical service disconnect
· Electrical manhole for extension of the primary line
· Pull box
. Update transformer of existing primary line, 120/240 single phase
· Relocate existing panel, disconnect and meter for apron lighting (cost of cable
and concrete duct bank primary conduit included in the installation).
Price and payment shall be full compensation for furnishing all labor, equipment,
tools, and incidents necessary to complete this work.
Note 2: Cost of installation for the incoming power (duct bank, hand-holes, transformer pad,
transformer, and associated items) shall be paid by the Contractor via a
reimbursable agreement between the Contractor and city electric.
In Attachment "B" fixed unit prices are in accordance with city electric estimate.
Note 3: In the event that the Owner decides to add and/or delete a portion of the work, the
Attachment "B" items may be used at the specified unit price.
1-27
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PAGE 13/19
ATTACHMENT -Sft
SCHEDULE OF BID ITEMS
HANGAR DEVELOPMENT, TAXI LANES & APRON
81DD.ER Ni\ME: D.L. POllTER CONS'mUCTOR5.1NC.
AIRPORT NAMt: JaY WESl .mUJlNA nONAL AIJlPORT
PJC APP NO.: 5&7 ^If' NO.: 3-J2-0ItJ7-UOJ
WJP NOS.: 412N,"~ .. .'46112 WIN NOS.: OOOItJO, 0810170.. 01001'71
PROJECT DESClUPnON: HANCAR DEVJ:LOPM~"T, TAXILANES, AND APRON
snc ES'TIM^ TfoO UNIT EX'UNDEO
ITEM ITEM DESCRIPTION tlNlT PRICE IN
No. QUAl"ITITY NUMBERS TOTAL
.-
ConduCtor lnaul.d No. I
AT Zero
1 .D"llar, U' 7JO .50 JlIUO
AND ~I
CenlS
Conductor InsUJ.tH No. 210
ATOM
2 DoDlln LF 670 1.27 .50.9.
ANn 271
Crab
Conductor Insuillted No. 300 rncm
ATFOBr
J Oo1ll1n LF 80 4.24 >>lI.2fI
AND 2~
Ct."
Conductor InsulatH No. 750 rncm I
.. AT .tJD! DoUlln LF 105 ..sa lI8U8
AND !81
Cnlll
2W. duct anIcIPVC, Schedule 40 (4")+(1)
~,..,. (prIm.ry by city lledrfc)
5 AT ForlY two U' 7SO 0.00 31.500.00
Dellan
AND Gill
CelltJ I
Undwground condultJPVC. Schedule 40 (r')
(secondary)
, AT TwclItv Ollt Lr 35 11.04 7~.40
Doll..
A.'ID 041 !
CIllU I
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PAGE 14/19
BIDDER NAME: D.L. roRTER CONSTRUCTORS. INC.
AIRPORT NAME: KEY WEST INTERNA nONA.L AIR,ORT
PFC APP NO.: Sic? AlP NO.: l-12.00J7-2W
WJP Nmi.: 4118665 II 4.'661 lJPIN NOS.: 0I0016f. 0000170 ~ ooeo 178
PROJECT DESCRIPTION: HANGAR DEVELOPMENr, TAXlLANE5. ANd APRON
SPEC ES11M^ TE.D UNIT EXnl'"DED
ITEM ITEM D.ESCRlmON uNIT PRICE IN
No. QUAI'mT'V NUMBERS TOTAL
-..
Underground conduitlPVC. Schedule 40 (2")
(slICandary)
7 AT Three IJF ns 3.02 1.515.50
.Dollan
!
AND 021
Cea..
Tl'lIInsforrMt' (1201240, single phuel,lndude
concrete ped (by elly electric)
a AT Three flloUlad EA I 3,_.00 3,1100.00
DoIlan
AND 001
Cell"
Panel dl*,butlon, 120/240, 1P, 400 amps
AT T..1l tboll...d tllree hulldrrd thirty two
9 Dellan EA 1 2,332.00 2,331.08
AND OOJ
Ceass
PaM! distribution, 1201240, 1P. 225 amps
AT Two rlICHlftad fbM! hlldml (Ilf'ty two
10 Dllllan EA I. I 1.3n.tiCl 2.3'ue
ANU6" i
Crftb
Panel dlatrfbutlon, 12D120C0. 1P. '125 Imps
^ T ~1Id fHrtlen
11 DollI" EA 1 2.014.llCt 2,014.00
AND 001 I
CtnU
Pane' dIstribution. 1ZOf240, 1P, 100 amISS
^ T Oae thoas.ad aiae Ilundrtd cilht
12 DoU.... EA 1 1.'01.00 : I ,'/l8.M
AND 001
Cr."',
Penel dlstrtbuUon, 120lUO. 1P, 30 limps
AT Oae tMlltlead aft bandred thlrteea
n DoIla" EA I ' 1.113.00 1,II.J.00
AND 001 I
Cellft I
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PAGE 15/19
BIDDER NAME: D.L PORTU CONSTRq;TORS. INC.
AIRPORT NAME: KEY WEST INTERN" TJON"(. "'RPORT
rFC AlP NO.: 5&7 AlP NO.: 3-12-01137-2203
w.nr NOS.: 412'"5 " 414HZ U,IN Nos.: 00001'9. OOHI70 .. 000017.
PRO.JF.CT O:ESCRIYIlON: HANGAR DEVELOPMENT. TAXlLAi'lf:S. AND APRON
..
SPEC ESTIMATED UNIT EXTENOID
ITEM ITEM DE5CJU1>TION UNIT PRICE IN
Nil, QUAIlI"T1TY NVMBER8 TOTAl.
Electric mewr (secondary linn)
14 AT Four ....drfd hmI." fallf DOll." EA 5 42..00 .z.120.08
AND lW
Cta,.
Eleotrical servlc. dlsc:onnect rallCondllfy
linn.
IS AT St"nt h..dred rartY "'0 EA 5 742.110 3,710.00
Dfttlln
AND tol
CelltlI
EIectrICIII manhole 'Of ..n.1on of the
primary line .." city .~Ic)
16 AT TIIrtt thoualld (hoc !allam' EA I 3,5Ot.OO 3,500.00
DD11...~
AND 001
Ceata
Pull box (rOll.....mould")
AT 11lree hll..dred Mae'" fo.,
l' Donan EA a 394.J2 3,154.56
AND 37/
COli
Upd8te traNlforrMr of exl,Ung prim., line,
1201240 .Ingl. phase (by city elllc:trIc.
II AT TIlree nlMll..d U I 3.000.00 3,oot,oo
Dftllln
ANUllO! I
CtlU
Relocate e.'~ng peneI, dIBCO""1ICt and meter
'or apron lighting
I' AT lShat htllldred ODe LS 1 901.00 911.00
DoUln
AN)) lItI I
Cta"
TOTAL BID ITEMS 1 THROUGH 19 SIi5.MJJ.05
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PAGE 16/19
Note 4:
Bidder shall submit in Attachment "e" breakdown for hangar foundation. This
Attachment "C" is for informational purposes, Payment for foundations is included
in the pay items 6-1000-11.1 thru 8-1000-11.5 "Hangar' Development, Complete in
place".
Note 5:
In the event that the owner decides to add or delete a portion of the work, the
Attachment "C" items may be used at the specified unit price.
ATTACHMENT "C"
SCHEDULE OF BID ITEMS
HANGAR DEVELOPMENT, TAXILANES & APRON
BIDDER NAME: D.L. PORTER CONSTRUCTORS. INC.
AIRPORT NAME: KEY WEST INTERNATIONAL AIRPORT
PFC APP NO.: 5&7 AlP NO.: 3-12.0037.2203
WI" NOS.: .,21115 a .,...2 UPlN NOS.: 00001.',0000110 & 0000111
PROJECT DESCRIPTION: HANGAR DEVELOPMENT, TAXI lANES, AND APRON
....-...........-.. ...__.
SPEC ESTIMATED UNIT PRICE EXTENDED
ITEM No. ITEM DESCRIPTION UNIT dUANTITY IN TOTAL
NUM~RS
6" RelnforcM c:anc,.q slab. complet. 'n
place
1 AT Fortv SY BODO
Doll81'S .0 241,880
OOIXX
Cenla
Auger concrete pile, 1." diameter
AT Fortv ~Ix
2 DoHars LF nil .1 13,814
and 0011 00
Cen"
Pile cap
AT Twa h"ndred sixty f1v.
3 Doll." EA 154 215 .0,810
AND 001100
Centa
1-30 (a)
Addendum No.2
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DL PORTER
PAGE 17/19
Note 6:
Bidder shall submit in Attachment "0" breakdown for mitigation pay item. This
Attachment liD" is for informational purposes. Payment for mitigation will be made
at the contract Jump sum price for mitigation work shown on the plans.
Note 7:
In the event that the owner decides to add or delete a portion of the work, the
Attachment "0" items may be used at the specified unit price.
ATTACHMENT liD"
SCHEDULE OF BID ITEMS
HANGAR DEVELOPMENT, TAXILANES & APRON
BJD.DE1l NAM.E: D.L. PORUR CONSTRUCTORS. ~C.
AIRPORT ~A~E: lC.'f.Y WEST INTERNATIONAL AIRPORT
PFC APP NO.: 5&7 AlP .NO.: 3-12-0037.2203
WIP N05.: 4111665... 414fiQ UP1N NOS-: 00001".0100.'''''' eoool78
PROJECT DESCRIPTION: HANGAR DEVELOPMENT, T AXILANES. AND A'RON
~EC ESl1MATED IJNJT EXTENDED
rrr:M ITEM DESCRIPTION UNIT PRICE IN
No. QUA.'"TITV NUMKR.'I TOTAL
---
~xcayatlcm and backtlll
I AT Fifty el_ Bollin CY 1111 "..16 .7..
ANDW
Cuo
Floating turbidity b...ner
ATTetl
2 D...." LF 400 11.6. '-2.
ANn 601
Cnb
Red mangrvw (t....)
AT Fil'lttn
J Dt>11wlI EA 100 15..lS 1.s35
AND 351
Cea..
Black m~ (tree)
4 AT .Eflw1 non." EA %2
15.:15 338
AND 351
Cea"
WhIle mangrove (tree)
5 AT~ Dollar, EA III I
19.74 j 257
AND 74/
ent,
I
1.30 (d)
Addendum No.2
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9419299500
DL PORTER
PAGE 18/19
BIDDER NAME: D.L. PORl'ER CONSTRUCTORS. INC.
AIRPORT NAME: KEY WEST INTERNATIONAL AIRPORT
I"FC API" NO.: 5"'7 AlP ~O.: :.J.I:z.OOJ7.:2Z03
WIP N05.: 4128665&41466:2 Vt'lN Nos.: 01001''1,0000170 & OtOOl7'
PROU~Cl' Ol:...~WT.JON, HANGAR DJ:VELOPM.ENT, TAXILAl~S. AND APRON
-.
SPEC ESTIMATED UNIT I
InM ITEM DESCRIPllON UNIT PRICE IN EXTENDED
No. QUANTITY NUMKRS TOTAL
... . .-
Buttorlwood (tr..)
AT Sellt..tee
6 DoII8n J:A 13 1.7.28 225
AND 281
Cea..
Gulf cord grass (lJround cov."
A.TTen
7 Dellln LF Z55 11.99 %.883
!\ND ,,,
Cuu
Key gnu (ground caw"
AT 1'wctft
. DoHan EA 4' 1%.4% 596
AND 4%1
Celltl
Sallme8dGw cordgrHs (ground)
AT Tn
, Dolllrs EA Ul 1..51 1,172
^ND~21
CClI~
S...hora DroPH8d (ground cO\I8r)
I' A T Ele.clI Dollars EA 41 11.02 !i29
AND 021
Ce...
Milrwh mdw (shrubs) I
AT 1'weln
11 DoII.r~ J:A 1M 12.30 l.u&
AND 301
CetUS
Sea Ox"Y. DM., (ground cover)
AT ...I!lirtttll.
1% Dolllrs IA t4.!i lolA' 1,952
AND 46f I
Cellb I
I
Coco Plum (n.)
AT Tldnffn
13 DoUln EA I t3.21 106
AND 211 I
CenlS
1-30 (d)
Addendum NO.2
10/29/2003 11:23
9419299500
Dl PORTER
PAGE 19/19
BIDDER NAME: D.L. PORTER CONSTRUCTORS. INC.
AIRPORT NAME: Kl:Y WEST INTERNATIONAL AIRPORT
pre A7P NO.: 5A7 AlP NO.: JoU.oo37-%:zt3
WIP NOS.: 4121665" <41.662 Ul'1N N~.I 8000169, 0010170 " 0010178
P1IOJF.CT OESaUPTIQN: If^NCAR D'EVF.I.OPMEJIIT, TAXlLAN!S. AND APRON
SPEC ESTIMA TED UNIT EXTENDED
ITI:M No. ITEM DESCRIPTION UNIT QUANTlTY PRlC~ IN TOTAl,
NUMBlRS
.......
S..,hore SMg,.. (ground cover)
AT nirteett
14 Dollars EA I }J.t4 t3
AND I"
CetUS
-
;:)
L ?. j,. ~~. 0
1-30 (d)
Addendum No 2
SECTION D
BID BOND
Contract
KNOW ALL MEN BY THESE PRESENTS. that we:
D.L. PorterC(:mstruc~ors, Inc. as Principal, hereinafter called
the Prlnclpal, and Safeco Insurance Company of America a . corporation duly
organized under the laws of the State of Florida, as Surety, hereinafter called the
Surety, are held and firmly bound unto the Monroe County Board of Commissioners as
Obligee, hereInafter called the Obligee, in the sum of:
Five Percent of the Amount Bid-----
dollars ($ 5% of Amt. Bid------- ), for the payment of which sum well and truly
to be made, the saId PrIncipal and the said Surety bind ourselves, our heirs, executors,
administrators, successors and assigns, jointly and severally, firmly by these presents,
WHEREAS, the Principal has submitted a bid for.
Hangar Develooment. Taxilanes and Aoron
Key West IntemaUonal Airport
Monroe County, Florida
NOW, THEREFORE. jf the Obligee shall accept the bid of the Principal shall enter into a
contract with the Obligee in accordance with the terms of such bid and give such bond
or bonds as may be specified in the bidding or Contract Documents with good and
sufficient surety for the faithful performance of such contract and for the prompt
payment of labor and material furnIshed In the prosecution thereof, or in the event of the
failure of the PrincIpal to enter such contract and give such bond or bonds, if the
Principal shall pay to the Obligee the difference not to exceed the penalty hereof
between the amount specified in said bid and such larger amount for which the Obligee
may In good faith contract with another party to perform the work covered by said bid,
then this obligation shall be null and void, otherwise to remain in full force and effect.
PROVIDED further, that If the Principal shall submit the apparent lowest bid acceptable
to the Obligee but shall fail to meet DSE goals as set forth In the bid specifications, then
Principal shall, upon request of the Obligee, submit to Obligee such additional evidence
of Principal's good faith efforts to meet such goals In the manner and within the time
required in such specifications. Failure to supply such information as required shall
result In a forfeiture of this bid bond in the same manner and to the same degree as
though Obligee had accepted Principal's bid and Principal had thereafter failed or
refused to enter into the contract with Obligee as set forth in the immediately preceding
. paragraph.
1~31
:
Signed and sealed thIs
17th day of October
D.L.
Inc.
.12~~
Paulette JewefNitn
Marshall White (Seal)
Vice President
(Title)
~~0
Safeco Insurance Company of America
(Surety)
(Seal)
(Witness) Anett Cardinale
imberly A. T rnier,
Florida Licensed Resident Agent
c/o Willis of Florida, 7650 Courtney Campbell Cswy.,
#920, Tampa, FL 33607
All bonds must be signed by a Florida resident agent with a legal street address; Post
Office boxes are not acceptable. Bid will not be considered unless the bid bond is
signed by both Principal and Surety.
A. Tavernier, Attorney-In-Fact
s: (813) 281-2095
1-32
~ SAFECO.
;r~
POWER
OF ATTORNEY
SAFECO INSURANCE COMPANY OF AMERICA
GENERAL INSURANCE COMPANY OF AMERICA
HOME OFFICE: SAFE CO PLAZA
SEATTLE, WASHINGTON 98185
No. 10171
KNOW ALL BY THESE PRESENTS:
That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby
appoint
....................JAMES W. DUNN; DAVID H. CARR; KIMBERLY A. TAVERNIER; ANETI CARDINALE; LINDA J. MEYER; Tampa, Florida......................
its true and lawful attomey(s}-in-fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character
issued in the course of its business, and to bind the respective company thereby.
IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and
attested these presents
this 13th
day of September . 2002
fi;.k fA<-~\ck..
MIKE MCGAVlCK, PRESIDENT
CHRISTINE MEAD, SECRETARY
CERTIFICATE
Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA
and of GENERAL INSURANCE COMPANY OF AMERICA:
"Artide V, Section 13. - FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that
purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attomeys-in-fact or under other appropriate tilles with authority to
execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any
instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or
undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, hoIIvever, that the seal shall not
be necessary to the validity of any such instrument or undertaking."
Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA
and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28,1970.
"On any certificate executed by the Secretary or an assistant secretary of the Company setting out,
(i) The provisions of Artide V, Section 13 of the By-Laws, and
(ii) A copy of the power-of-attomey appointment, executed pursuant thereto, and
(iii) Certifying that said power-of-attomey appointment is in full force and effect,
the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof."
I, Christine Mead, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that
the foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attomey issued pursuant thereto, are true
and correct, and that both the By-Laws, the Resolution and the Power of Attomey are still in full force and effect.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation
this
17th
day of
October
2003 .
CHRISTINE MEAD, SECRETARY
S-0974/SAEF 2/01
@ A registered trademark of SAFECO Corporation
09/13/2002 PDF
SECTION E
.",---
DRUG-FREE WORKPLACE FORM
The undersigned Contractor, in accordance with Florida Statute 287.087, hereby
certifies that:
D.L. Porter Constructors, Inc.
(Name of Business)
1. Publish a statement notifying employees that the unlawful manufacture,
distribution, dispensing, possession or use of a controlled substance is prohibited
in the workplace and specifying the actions that will be taken against employees
for violations of such prohibition.
2. Inform such employees about the dangers of drug abuse in the workplace, the
business' policy of maintaining a drug-free workplace, any available drug
counseling, rehabilitation and employee assistance programs and the penalties
that may be imposed upon employees for drug abuse violations.
3. Give each employee engaged in providing the commodities or contractual
services that are under bid a copy of the statement specified in Sub-section (1).
4. In the statement specified in Sub-Section (1), notify the employees that as a
condition of working on the commodities or contractual services that are under
bid, the employee will abide by the terms of the statement and will notify the
employer of any conviction of or plea of guilty or nolo contendere to any violation
of Chapter 893 (Florida Statutes) or of any controlled substance law of the United
States or any state for a violation occurring in the workplace no later than five (5)
days after such conviction.
5. Impose a sanction on or require the satisfactory participation in a drug abuse
assistance or rehabilitation program if such is available in the employee's
community or any employee who is so convicted.
6. Make a good faith effort to continue to maintain a drug-free workplace through
implementation of this section.
As a person authorized to sign the statement, I certify th~ firm .co. mplies fully with
the above requirements.
C " '~L;/
Bidder s Signature
Date: 1 0/17/03
1-33
SECTION F
PRIME BIDDER'S QUALIFICATIONS
Each contractor shall furnish with his bid the following completed and signed statements
on "evidence of competency" and "evidence of financial responsibility", which is in
accordance with General Provision 20-02.
1. Name of Bidder: D.L. Porter Constructors, Inc.
2. Bu~nessAddress: 6574 Palmer Park Circle Sarasota, FL 34238
3. Telephone Number: (941) 929-9400
4. When Organized: May 1977
5. Where Incorporated: Florida
6. How many years have you been engaged in the contracting business under the
present firm name? 26 years
7. What is the type of construction work in which you are principally engaged?
Commercial General Contractor
8. On separate sheet list major contracts in past 10 years.
9. On separate sheet list equipment and plant available for this project.
10. Enclose a copy of latest Financial Statement.
11. Credit Available for this Contract: $ 25, 000, 000. 00
12. Contracts now in hand, Gross Amount: $ 29 , 700 , 000 . 00
13. Have you ever refused to sign a contract at your original bid? NO
14. Have you ever been declared in default on a contract? NO
15. On separate sheet, list the last five (5) projects over $500,000 on which the
contractor has worked, and telephone numbers.
16. Remarks:
(The above statements must be subscribed and sworn to before a Notary Public.)
1-34
Date:
10/17 /03
Firm Name:
::Lc~T'
Vice President
INC.
By:
Title:
Notary Public:
tfil
PAULETTE JEWEll
COMMIS$iO"J 'CC9?6310
ElV,RES JU~ 1 6 2\10.4
sONQED THIlO\JGH
IltlIHSUAAN(.l COMPANY
1-35
SECTION G
DISCLOSURE OF LOBBY ACTIVITIES
Certification of Contracts, Grants, Loans and Cooperative Agreements
The undersigned certifies, to the best of his or her knowledge and belief, that:
(1) No Federal appropriated funds have been paid or will be paid by or on behalf of
the undersigned to any person for influencing or attempting to influence an officer
or employee of any agency, a member of Congress, an officer or employee of
Congress or an employee of a member of Congress in connection with the
awarding of any Federal contract, the making of any Federal Grant, the making
of any Federal loan, the entering into of any cooperative agreements and the
extension, continuation, renewal, amendment or modification of any Federal
contract, Grant, loan or cooperative agreement.
(2) If any funds other than Federal appropriate funds have been paid or will be paid
to any person for influencing or attempting to influence an officer or employee of
any agency, a member of Congress, an officer or employee of Congress or an
employee of a member of Congress in connection with this Federal contract,
Grant, loan, or cooperative agreement, the undersigned shall complete and
submit Standard Form-LLL, "Disclosure of Lobby Activities", in accordance with
its instructions.
(3) The undersigned shall require that the language of this certification be included in
the award documents for all sub-awards at all tiers (including subcontracts, sub-
grants and contracts under Grants, loans and cooperative agreements) and that
all sub-recipients shall certify and disclose accordingly.
This certification is a material representation of fact upon which reliance was placed
when this transaction was made or entered into. Submission of this certification is a
prerequisite for making or entering into this transaction imposed by Section 1352, Title
31, U.S. Code. Any person who fails to file the required certification shall be subject to
a civil penalty of not less than $10,000 and not more than $100,000 for each such
failure.
Signed:
('~A-
Contractor's Authorized Representative
Dated: 10/17/03
1-36
Addendum
No.
1
2
..3
SECTION H
ACKNOWLEDGMENT OF RECEIPT OF ADDENDUM
Signature
-
~~:-f. (Jk u//
~d /Z (~// --/
~d'~~. "I~'
P'
1-37
Date
9/24/03
10/3/03
/0/10/0.3
SECTION I
DISADVANTAGED BUSINESS ENTERPRISE PROGRAM
Contract
(As Required by Division III, Section 150 of the General Provisions)
DBE Subcontractors
Names/Addresses/Identity.
Dollar Value of
Subcontract Work
Subcontract Work Item
NONE RECEIVED
Total Dollar Value of Subcontract Work
Total Dollar Value of Basic Bid
Total DBE Percent (Round to nearest 1/10 percent)
$
$
4-
%
*(Black. Hispanic, Asian American, American Indian, and other economically disadvantaged)
NOTE: Also, the bidder must include with the bid proposal fully completed the Attachment 1 _
"Disadvantaged Business Enterprise (DBE) Utilization", and Attachment 2 "Letter of Intent", shown on
Division III - Section 150-07 "Other Contract Provision".
1-38
SECTION .J
BIDDER'S AFFIDAVIT IN COMPLIANCE WITH
FLORIDA TRENCH SAFETY ACT
(SECTION 553.60-553.64, FLORIDA STATUTES)
STATE OF FLORIDA )
) SS
COUNTY OF MONROE )
BEFORE ME, the undersigned authority, personally appeared
C. Marshall White
who, being duly sworn, deposes and says as follows:
That he is the duly authorized representative of
D.L. Porter Constructors, Inc.
(Name of Bidder)
being its
Vice President
(Owner) (Partner) (President or other Corporate Officer)
and as such, has full authority to execute this Bidder's Affidavit.
1. The full legal name and business address of the person or entity submitting this
bid:
D.L. ?Porter Constructors. Inc.
6574 Palmer Park Circle
Sarasota, FL 34238
2. By submission of this bid and subsequent execution of this Contract, the
undersigned bidder certifies that as successful bidder (Contractor) all trench
excavation done within his control (by his own forces or by his subcontractors) .
shall be accomplished in strict adherence with OSHA Trench Safety Standards
contained in 19 CFR, s.1926.650, Sub-part P, including all subsequent revisions
or updates to these Standards as adopted by the Department of Labor and
Employment Security.
3. The bidder acknowledges that included in the various items listed in the
Schedule of Prices Bid and in the Total Amount Bid are costs for complying with
1-39
the Florida Trench Safety Act (Sections 553.60-553.64. Florida Statutes). The
bidder further identifies the costs to be summarized below:
Trench Safety Measure Unit of Unit Unit Extended
(Description) Measure Quantity Cost Cost
(LF, SY)
A Trench Box LF $20.
B
C
D
TOTAL: $
Signature of Authorized Representative:
c. MCs~A
Vice President
Title
10/17/03
Date
STATE OF FLORIDA
COUNTY OF: Sarasota
The foregoing instrument was acknowledged before me this 17th day of October
, 20~, by c. Marshall Whi te, VP
(Sole, Corporation or Partnership)
who [s..pet~unally known to =hO has produced
as identification and who diu' take an oath.
/-d.<,::zz- ;J:W4-'
(Signature of Notary Publi ,State of Florida at L
~>;f..ltI.J~~ ,. . c\ ,,- \ \
~~.-'_. '.)"ji<:TiEliVC_-
. . r~ ~,~~:': .d;e ':~~~>~~~(;'~~';l~(L:~} 1 0
(Print name of Notary Pubhd)i . <,c' , ".;NOI'e;THIlCJ:;H
.~ rl:;:r.;~~. iU It;~..t.<,,1(.;: CCMf,AN'f
My Commission EXPire~.fi.:~~{t:1f.re"!i.Tfa7.xL..tt~ J
1-40
SECTION K
SWORN STATEMENT PURSUANT TO SECTION 287.133(3)(a),
FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES
This form must be signed and sworn to in the presence of a Notary Public or other
official authorized to administer oaths.
1. This swom statement is submitted with Bid, Proposal or Contract No.
fur Hangar Development, Taxilanes and Apron
2. This sworn statement is submitted by D.L. Porter Constructors, Inc.
(name of entity submitting sworn statement)
whose business address is 6574 Palmer Park Circle
Sarasota, FL 34238
and (if applicable) its Federal Employer Identification Number (FEIN) is:
65-0848440
(If the entity has no FEIN, include the Social Security Number of the individual
signing this sworn statement: .)
3.
My name is
my
C. Marshall White
(please print name of individual signing)
and
relationship to the entity named above is Vice President
4. I understand that a "public entity crime", as defined in Paragraph 287,133(1 )(g),
Florida Statutes, means a violation of any state or federal law by a person with
respect to and directly related to the transaction of business with any public entity
or with an agency or political subdivision of any other state or of the United
States, including, but not limited to, any bid or contract for goods or services to
be provided to any public entity or an agency or political subdivision of any other
state or of the United States and involving anti-trust, fraud, theft, bribery,
collusion, racketeering, conspiracy or material mis-representation.
5. I understand that "convicted" or "conviction", as defined in Paragraph
287.133(1 )(6), Florida Statutes, means a finding of guilt or a conviction of a
public entity crime with or without an adjudication of guilt in any federal or state
trial court of record relating to charges brought by indictment or information after
July 1, 1989, as a result of a jury verdict, non-jury trial or entry of a plea of guilty
or nolo contendere.
1-41
6. I understand that an "affiliate", as defined in Paragraph 287.133(1 )(a), Florida
Statutes, means:
a. A predecessor or successor of a person convicted of a public entity
crime; or
b. An entity under the control of any natural person who is active in
the management of the entity and who has been convicted of a public
entity crime. The term "affiliate" includes those officers, directors,
executives, partners, shareholders, employees, members and agents who
are active in the management of an affiliate. The ownership by one
person of shares constituting a controlling interest in another person or a
pooling of equipment or income among persons when not for fair market
value under an arm's length agreement, shall be a prima facie case that
one person controls another person. A person who knowingly enters into
a joint venture with a person who has been convicted of a public entity
crime in Florida during the preceding 36 months shall be considered an
affiliate.
7. I understand that a "person", as defined in Paragraph 287.133(1)(e), Florida
Statutes, means any natural person or entity organized under the laws of any
state or of the United States with the legal power to enter into a binding contract
and which bids or applies to bid on contracts for the provision of goods or
services let by a public entity or which otherwise transacts or applies to transact
business with a public entity, The term "person" includes those officers,
directors, executives, partners, shareholders, employees, members and agents
who are active in management of an entity.
8. Based on information and belief, the statement which I have marked below is
true in relation to the entity submitting this sworn statement. (Indicate which
statement applies.)
x Neither the entity submitting this sworn statement nor any of its officers,
directors, executives, partners, shareholders, employees, members or
agents who are active in the management of the entity, nor any affiliate of
the entity has been charged with and convicted of a public entity crime
subsequent to July 1, 1989.
The entity submitting this sworn statement or one or more of its officers,
directors, executives, partners, shareholders, employees, members or
agents who are active in the management of the entity or an affiliate of the
entity has been charged with and convicted of a public entity crime
subsequent to July 1, 1989, AND (please indicate which additional
statement applies)
There has been a proceeding concerning the conviction before a Hearing
1-42
Officer of the State of Florida, Division of Administrative Hearings. The
Final Order entered by the Hearing Officer did not place the person or
affiliate on the convicted vendor list. (Please attach a copy of the Final
Order.)
The person or affiliate was placed on the convicted vendor list. There has
been a subsequent proceeding before a hearing officer of the State of
Florida, Division of Administrative Hearings. The Final Order entered by
the hearing officer determined that it was in the public interest to remove
the person or affiliate from the convicted vendor list. (Please attach a
copy of the Final Order.)
The person or affiliate has not been placed on the convicted vendor list.
(Please describe any action taken by or pending with the Department of
General Services.)
Signature of Authorized Representative:
o~J
c. Marshall White-
Vice President
Title
10/17/03
Date
STATE OF FLORIDA
COUNTY OF: Sarasota
The foregoing instrument was acknowledged before me this 17th day of October
20~lby C. Marshall White, VP
_______----------------{Sole I Corporation or Partnership)
w~~ally knowr1._~()_!!le gL~liQ:J,as produced
as identificatlonanawno did/did not take an oath.
/-~ i"'~
/ a..uJ~7L ........ V/{AAA,L
(Signature of Notary pub!k? State of Florida at Large)
. ,- :; 1-~'--.f.-T-rLa"~:-~~--:rr.......u~:""A.&..i."'''''~
b ~~-.,. '..'.. :r~.,. . lt~.~ ;...Cj-:.t~~f..~E'-1. VEL!. t:i
(Print name of Notary PUbliC>:: , . ..": :'~'~:":~~';_:':1I;;:-\:~~~:10 ~
My Commission Expires:;,,/.: :'.-.:.. ~"";''''''''~'';'f::;;;;;~~1'\''J'j.>:
1-43
SECTION L
SWORN STATEMENT UNDER ORDINANCE NO. 10-1990
MONROE COUNTY, FLORIDA
ETHICS CLAUSE
c. Marshall White warrants that he/it has not
employed, retained or otherwise had act on his/its behalf any former County officer or
employee in violation of Section 2 of Ordinance No. 10-1990 or any County officer or
employee in violation of Section 3 of Ordinance No. 10-1990. For breach or violation of
this provision the County may, in its discretion, terminate this Contract without liability
and may also, in its discretion, deduct from the Contract or purchase price or otherwise
recover the full amount of any fee, commission, percentage, gift or consideration paid to
the former County officer or employee.
(!~4-
(Signature)
D~e: 10/17/03
STATE OF: Florida
COUNTY OF: Sarasota
PERSONALLY APPEARED BEFORE ME the undersigned authority:
C. Marshall White
who, after first being sworn by me, affixed his/bw- signature (name of individual signing)
in the ~rovided above on this 17th day of October , 20~.
I ~ ../A2L-~A --< .I A-i.l
(Signature of Notary Pu . . State of Florida at Large)
;::'LL~';C:r',:...~inLTT.u:1.:O::::U.Q~UUJ':G:r-';
~3). i "r:~"'~ '::'..~ I ?ol
~ ;:,' .,~ ..' r.-:'U,:.'.l.i",!'i;~~,~O ~
(Print name of Notary Public)'!; ....' . 7 D.FiRE~ J'i . .:",-x)~" ~
~ .., ~ WN')fL ..Hit....' '.r~I.; t~
= ~l; ::..;I~_:~;..!V~' :::-;~:i:F.' "'I' {:
My Commission Expires '. H'~":fL"'!",':r'r{'ll")I ,'U.,:i'..?. TA"'T~:'C,t.
1-44
SECTION M
CERTIFICATION OF NONSEGREGATED FACILITIES
Contract
(As Required by Division III, Section 120 Subsection 120-02
Equal Employment Opportunity Requirements of the General Provisions)
The federally assisted construction contractor certifies that he does not maintain or
provide, for his employees, any segregated facilities at any of his establishments and
that he does not permit his employees to perform their services at any location, under
his control, where segregated facilities are maintained. The federally assisted
construction contractor certifies that he will not maintain or provide, for his employees.
segregated facilities at any of his establishments and that he will not permit his
employees to perform their services at any location, under his control, where
segregated facilities are maintained, The federally assisted construction contractor
agrees that a breach of this certification is a violation of the equal opportunity clause in
this contract. As used in this certification, the term "segregated facilities" means any
waiting rooms, work areas, restrooms and washrooms, restaurants and other eating
areas, timelocks, locker rooms and other storage or dressing areas. parking lots,
drinking fountains, recreation or entertainment areas, transportation, and housing
facilities provided for employees which are segregated by explicit directives or are in
fact segregated on the basis of race. color, religion, or national origin because of habit,
local custom, or any other reason. The federally assisted construction contractor
agrees that (except where he has obtained identical certifications from proposed
subcontractors for specific time periods) he will obtain identical certifications from
proposed subcontractors prior to the award of subcontractors exceeding $10,000 which
are not exempt from the provisions of the equal opportunity clause and that he will
retain such certifications in his files.
(' fCJZQ;/
Signature of Contractor
C. Marshall White
Vice President
Title
1-45
SECTION N
FEDERAL WAGE DECISION
Use the latest publication or the attached publication dated 03/02/2001 (for Highway) if
that is the latest list issued for Monroe County.
1-46
GENERAL DECISION FL010035 03/02/2001 FL35
Date: March 2, 2001
General Decision Number FL010035
Superseded General Decision No. FL000035
State: Florida
Construction Type: HIGHWAY
County (ies) :
CHARLOTTE
DE SOTO
GLADES
HARDEE
HENDRY
HIGHLANDS
MONROE
OKEECHOBEE
HIGHWAY CONSTRUCTION PROJECTS (excluding tunnels; Building
area projects; railroad construction; bascule, suspension
bridges designed for commercial navigation; bridges
construction; other major bridges) .
structures in rest
and sprandrel arch
involving marine
Modification Number
o
Publication Date
03/02/2001
COUNTY (ies) :
CHARLOTTE
DE SOTO
GLADES
HARDEE
HENDRY
HIGHLANDS
MONROE
OKEECHOBEE
SUFL3001A 08/01/1993
BRICKLAYERS/MASON
CARPENTERS
CONCRETE FINISHERS
ELECTRICIANS
FENCE ERECTOR
FORM SETTER
IRONWORKERS:
Reinforcing
Structural
LABORERS:
Asphalt Raker
Unskilled
PAINTERS
POWER EQUIPMENT OPERATORS:
Asphalt Distributor
Asphalt Paving Machine
Asphalt Screed
Backhoe
Boom-Auger
Bulldozer
Crane, Derrick, Dragline
Earthmover
Forklift
Front End Loaders:
1 cu. yard and under
over 1 cu. Yard
Gradall
Grademan
Rates
9.50
12.00
9.34
11. 85
7.45
8.61
Fringes
13.83
12.94
7.80
6.69
7.92
8.01
9.28
8.48
8.92
7.95
10.30
12.56
7.75
7.50
7.91
7.94
9.00
7.16
1-47
Guardrail Erector
Guardrail Post Driver
Mechanic
Milling Machine Grade Checker
Milling Machine
Motor Grader
Mulching Machine
Oiler, Greaseman
Pavement Striping Machine
Pavement Stripping Machine
Nozzleman
Pile Driver
Piledrivermen
Power Subgrade Mixer
Rollers:
Finish
Rough
Self-Prop. Rubber Tire
Scraper/Pan
Small Tool Operator
Tractor, Light
Trenching Machine
Widening Spreader Machine
SIGN ERECTOR
TRAFFIC CONTROL SPECIALIST
TRAFFIC SIGNALIZATION INSTALLER
TRAFFIC SIGNALIZATION MECHANIC
TRUCK DRIVERS:
Lowboy
Multi-Rear Axle
Single-Rear Axle
7.08
7.50
10.14
7.15
9.00
10.56
7.15
7.73
8.26
7.00
10.50
10.00
7.94
8.41
8.01
8.16
8.11
7.00
7.52
8.12
8.00
7.63
7.50
9.79
13 .16
8.11
8.06
7.80
-----------------------------------------------------------------------------
WELDERS--Receive rate prescribed for craft performing operation to which
welding is incidental.
-----------------------------------------------------------------------------
Unlisted classifications needed for work not included within the scope of the
classifications listed may be added after award only as provided in the labor
standards contract clauses (29 CFR 5.5 (a) (1) (v)) .
-----------------------------------------------------------------------------
In the listing above, the "SU" designation means that rates listed under that
identifier do not reflect collectively bargained wage and fringe benefit
rates. Other designations indicate unions whose rates have been determined
to be prevailing.
WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in the matter? This can be:
* an existing published wage determination,
* a survey underlying a wage determination,
* a Wage and Hour Division letter setting forth a position on a wage
determination matter,
* a conformance (additional classification and rate)ruling
1-48
On survey related matters, initial contact, including requests for summaries
of surveys, should be with the Wage and Hour Regional Office for the area in
which the survey was conducted because those Regional Offices have
responsibility for the Davis-Bacon survey program. If the response from this
initial contact is not satisfactory, then the process described in 2.)and 3.)
should be followed.
With regard to any other matter not yet ripe for the formal process described
here, initial contact should be with the Branch of Construction Wage
Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
U. S. Department of Labor
200 Constitution Avenue, N. W.
Washington, D.C. 20210
2.) If the answer to the question in 1.) is yes, then an interested party
(those affected by the action) can request review and reconsideration from
the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7).
Write to:
Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N. W.
Washington, D.C. 20210
The request should be accompanied by a full
party's position and by any information
description, area practice material, etc.)
relevant to the issue.
statement of the interested
(wage payment data, project
that the requestor considers
3.) If the decision of the Administrator is not favorable,
party may appeal directly to the Administrative Review Board
Wage Appeals Board). Write to:
an interested
(formerly the
Administrative Review Board
U. S. Department of Labor
200 Constitution Avenue, N. W.
Washington, D.C. 20210
4.) All decisions by the Administrative Review Board are final.
END OF GENERAL DECISION FL010035
1-49
SECTION 0
CERTIFICATION REGARDING DEBARTMENT,- SUSPENSION,
INELIGIBILITY, AND VOLUNTARY EXCLUSION - 49 CFR PART 29
(Version 1. 5/90)
The bidder/offerer certifies, by submission of this proposal or acceptance of this
contract, that neither it nor its principals is presently debarred, suspended, proposed for
debartment, declared ineligibility, or voluntarily excluded from participation in this
transaction by any Federal department or agency. It further agrees by submitting this
proposal that it will include this cause without modification in all lower tier transactions,
solicitations, proposals, contracts, and subcontracts. Where the bidder/offerer/contractor
any lower tier participant is unable to certify to this statement, it shall attach an
explanation to this solicitation/proposal.
o kKn:J
Signature of Contractor
C. Marshall White
Vice President
Title
I-50
CONTRACT
SECTION A
SECTION B
SECTION C
SECTION D
DIVISION II
CONTRACT
- PUBLIC CONSTRUCTION BOND ............................................................11-2
- CERTIFICATE OF OWNER'S ATTORNEY (N/A) .....................................11-4
- ACKNOWLEDGMENT FOR CHANGE ORDERS .....................................11-5
- CONTRACT ............................... ................ .................................... .......... .11-6
11-1
SECTION A
Bond #6260454
PUBLIC CONSTRUCTION': BON-.D '
By this Bond, We D.L. Porter Constructors, Inc. , as Principal, whose
prIncipal business address is 6574 Palmer Park Circle, Sarasota, FL 34238 ,as
c.orporation, as Surety, are bound to Monroe County hereinafter called County, In
thel.sum of U.S. Dollars $*3;154,932.21---{Mlnimum 100% of total bid amount) for
p~yment which we bind ourselves, our heirs', personal' representatives, successors, and
assigns, jointly and severally.
* Three Million One Hundred Fifty Four Thousand Nine Hundred Thirty Two
and 21/100---
THE CONDITION OF THIS BOND Is that if Principal:
1. Performsthecontractdated t1A~CH ,] ,20 o~ between Principal
and County for constru~ion.of tlanaar. Development Taxllanes and Aoron, the Contract
being made a part of this Bond by reference, at the times and in the manner prescribed
in the Contract.
2. promptly make payments to all claimants, as defined in Section 255.05 (1), Florida
Statutes, supplying Prlncipal with labof, materials, or supplies, used directly or indirectly
by Principal in the prosecution of the ~ork provided for in the Contract, which is made a
part of this bond by reference, an"d in the times. and in the manner presoribed in the
Contract; and
3. Pays the County all losses, damages, expenses, costs and attorneys fees,
Including appellate proceedings, that County sustains because of a failure by Principal
under the Contract: and
4. Performs the guarantee of all work and materials furnished under the Contract for
the time specified in the Contract, then this Bond is void; otherwise it remains in full
force.
This bond is subject to the provisions of Section 255.05, Florida Statues. Any Changes
in or under the Contract Documents and compliance or .non-compliance with any
formalities connected with the Contract or the changes does not affect Surety's
obligation under this Bond.
Principal agrees to record this Bond in the Official Records for Monroe C9untv
before the commencement of the work subject of this Bond.
Date on MAIle.'"' 11
20~
11.2
PRINCIPAL: D.L. Porter Constructors, Inp.
Address:
6574 Palmer Park Circle.
. .-
Sarasota, FL 34238
(J,tmrDk
Marshall White, VP
;~~
By:
c.
SURETY: Safeco Insurance Company of America
Address: 2055 Sugarloaf Circle
Duluth, GA 30097
BY. \
K mber y . avernier, Attorney-in-Fact & Florida
Claims against this Bond are subject to the notice and tim provisions set forth in Licensed
Section 255.05, Florida S~atutes. Resident Agent.
Inquiries: (813) 281-2095
11-3
~ SAFECO.
~~
POWER
OF ATTORNEY
SAFECO INSURANCE COMPANY OF AMERICA
GENERAL INSURANCE COMPANY OF AMERICA
HOME OFFICE: SAFECO PLAZA
SEATTLE, WASHINGTON 98185
No. 10171
KNOW ALL BY THESE PRESENTS:
That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby
appoint
....................]AMES W. DUNN; DAVID H. CARR; KIMBERLY A. TAVERNIER; ANEIT CARDINALE; LINDA 1. MEYER; Tampa, Florida......................
Its true and lawful attomey(s)-ln-fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character
Issued In the course of its business, and to bind the respective company lhereby.
IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and
attested these presents
this 13th
day of September . 2002
~k /Ac.~\rl-t-
MIKE MCGAVlCK, PRESIDENT
CHRlsnNE MEAD, SECRETARY
CERnFICATE
Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA
and of GENERAL INSURANCE COMPANY OF AMERICA:
-Artlde V, Section 13. - FIDELITY AND SURETY BONOS ... the President, any Vice President, the Sea-etary, and any Assistant Vice President appointed for that
pwpose by the officer in charge of surety operations, shall each have authority to appoint Individuals as attorneys-in-fact or under other appropriate titles with authority to
exeaJte on behalf of the company fidelity and surety bonds and other documents of slmDar character Issued by the company In the course of Its business... On any
Instrument maklng or evidencing such appolnbnent, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or
. ..~ unclef1a/dng of the company, the seal, or a facsimile thereof, may be Impressed or affixed or In any other manner reproduced; provided, however, that the seal shall not
be necessary to the varlOlty of any such instrument or undertaking.-
Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA
and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970.
-On any certificate executed by the Secretary or an assistant secretary of the Company setting out,
~) The provisions of Article V, Section 13 of the By-Laws, and
~I) A copy of the power.of-attomey appointment, executed pursuant thereto, and
(Iii) Certifying that said power.of-attomey appointment Is in full force and effect,
the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof..
I, CtvIstine Mead, Seaetary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that
.the foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of these corporations. and of a Power of Attorney issued pursuant thereto, are true
and correct, and that both the By-Laws, the Resolution and the Power of Attorney are still In full force and effect.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation
this
17+'-'
day of
MAIfC.~
. Zoo 0 i
CHRISTINE MEAD, SECRETARY
S-09741SAEF 2/01
f> A registered lfadamark of SAFECO Corporation
09/13/2002 PDF
IMPORTANT NOTICE TO SURETY BOND CUSTOMERS REGARDING
THE TERRORISM RISK INSURANCE ACT OF 2002
As a surety bond customer of one of the SAFECO insurance companies (SAFECO
Insurance Company of America, General Insurance Company of America, First
National Insurance Company, American States Insurance Company or American
Economy Insurance Company), it is our duty to notify you that the Terrorism Risk
Insurance Act of 2002 extends to "surety insurance". This means that under certain
circumstances we may be eligible for reimbursement of certain surety bond losses by
the United States government under a formula established by this Act.
Under this formula, the United States government pays 90% of losses caused by
certified acts of terrorism that exceed a statutorily established deductible to be paid by
the insurance company providing the bond. The Act also establishes a $100 billion cap
for the total of all losses to be paid by all insurers for certified acts of terrorism. Losses
on some or all of your bonds may be subject to this cap.
This notice does not modify any of the existing terms and conditions of this bond, the
underlying agreement guaranteed by this bond, any statutes governing the terms of
this bond or any generally applicable rules of law.
At this time there is no premium charge resulting from this Act.
SECTION B
CERTIFICATE OF OWNER'S ATTORNEY
THIS SECTION IS NOT INCLUDED
11-4
SECTION C
ACKNOWLEDGMENT FOR CHANGE ORDERS
TO: Monroe County Board of Commissioners
Key West, Florida
REF: Hanaar Development, Taxilanes and Apron
Kev West International Airport
Gentlemen:
In order to avoid the necessity of extensive amendments to the referred contract, the
undersigned acknowledges hereby that the following conditions are those for which
change orders are allowed under the Sid Law:
1. Unusual and difficult circumstances which arose during the course of the
execution of the contract which could not have been reasonably foreseen.
2. Where competitive bidding for the new work for new money will work to the
serious detriment of the awarding authority.
3. Emergencies arising during the course of the work.
4. Changes or alterations provided for in the original bid and originals contract.
Contractor
By:
Title:
11-5
SECTION D
CONTRACT TO
Hangar Development. Taxilanes and Apron
Key West I nternational Airport
THIS AGREEMENT made and entered into the I7IA day of 'fY)~ J 2.o~1
by and between D.l. PoRTeR CoNsrRU.c..~~ I IN (. Contractor,
and the Monroe County Board of Commissioners, Key West, Florida, Owner.
WITNESSETH:
That the Contractor, for the consideration hereinafter fully set out hereby agrees with
the Owner as follows:
1 . That the Contractor, shall furnish all the materials, and perform all of the work in
the manner and form as provided by the following enumerated Instruction to
Bidders, Form of Proposal, General Provisions, Special Provisions, Technical
Specifications, Form of Contract, Form of Bond, Drawings and Addenda, which
are attached hereto and made a part hereof, as if fully contained herein, for the
construction of:
HanQar Development. Taxilanes and Apron
Key West International Airport
Monroe County, Florida
2. That the Contractor shall commence the work to be performed under this
agreement on a date to be specified in a written order of the Owner and shall
fully complete all work hereunder within one hundred and fifty-five (155) calendar
days from the Notice-to-Proceed (Construction) as per Special Provision No.2.
3. The Owner hereby agrees to pay to the Contractor for the faithful performance of
the agreement, subject to additions and deductions as provided in the
specifications or proposal in lawful money of the United States as follows:
i\-\REE MI LLloN T~tJ I-\\,-tNb2€t) F~..tY - Fc\...q< nh::u5At..l\)
Approximately 5\-.,( HUN DQ.ft) 5~VeN1i' AND "2.' Ixx Dollars
($ 3,24 L(., {P10. 1.. 1 ) in accordance with lump sum and unit prices set forth in the
proposal.
4. On or before the 15th day of each calendar month, the second party shall make
partial payment to the on the Contractor basis of a duly certified and approved
estimate of work performed during the preceding calendar month by the
Contractor, less ten percent (10%) of the amount of such estimate which is to be
11-6
retained by the Owner until all work has been performed strictly in accordance
with this agreement.
5. Upon submission by the Contractor of evidence satisfactory to the Owner that all
payrolls, material bills and other costs incurred by the Contractor in connection
with the construction of the work have been paid in full, final payment on account
of this agreement shall be made within twenty (20) days after the completion by
the Contractor of all work covered by this agreement and the acceptance of such
work by the Owner.
6. It is mutually agreed between the parties hereto that time is of the essence in this
contract and in the event the construction of the work is not completed within the
time herein specified, it is agreed that from the compensation otherwise to be
paid to the Contractor, the Owner may retain the amounts described in the
Liquidated Damages Section per day for each day thereafter, Sundays and
holidays included, that the work remains uncompleted, which sum shall represent
the actual damages which the Owner will have sustained per day by failure of the
Contractor to complete the work within the time stipulated and this sum is not a
penalty being the stipulated damages the Owner will have sustained in the event
of such default by the Contractor.
7. It is further mutually agreed between the parties hereto that if at any time after
the execution of this agreement and the surety bond hereto attached for its
faithful performance, the Owner shall deem the surety or sureties upon such
bond to be unsatisfactory, or if, for any reason, such bond ceases to be adequate
to cover the performance of the work, the Contractor shall, at its expense within
five (5) days after the receipt of notice from the Owner so to do, furnish an
additional bond or bonds in such form and amount and with such surety or
sureties as shall be satisfactory to the Owner. In such event, no further payment
to the Contractor shall be deemed to be due under this agreement until such new
or additional security for the faithful performance of the work shall be furnished in
manner and form satisfactory to the Owner.
IN WITNESS WHEREOF the parties hereto have executed this agreement on the day
and date first above written in two (2) counterparts, each of which shall, without proof or
accounting for the other counterpart, be deemed an original contract. .l. g:'.:!
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(Monroe County Board of Co~o~) ""T1
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11-7
R COUN ATTORNE
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D~t~~~~I~~l- C~N}~TTOH~EY
STATE OF FLORIDA
COUNTY OF 5ARA~ OTA
I, the undersigned authority, a Notary Public in and for said County and State hereb~~
certify that C. MAQS \-\A L L W \-\ liE. whose name as Vt C.lZ 'Pl2E:s,Dt.tJT of D. L'ls ~t;L..tC\t)~
signed to the foregoing instrument and who is known to me, acknowledged before me 1"'<....
on this day that being informed of the contents of the within instrument, he, in his
capacity as such, executed the same voluntarily on the date the same bears date.
Given under my hand and seal this 5'\::b day of 1='"12131< l..J A.RY
,20 04.
Notary Public
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* Who is authorized by the corporation to execute this contract.
11-8
GENERAL PROVISIONS
DIVISION III
GENERAL PROVISIONS
SECTION 10 - DEFINITION OF TERMS .........................................................................111-2
SECTION 20 - PROPOSAL REQUIREMENTS AND CONDITIONS................................ 111-8
SECTION 30 - AWARD AND EXECUTION OF CONTRACT ........................................111-12
SECTION 40 - SCOPE OF WORK ................................................................................111-14
SECTION 50 - CONTROL OF WORK ...........................................................................111-19
SECTION 60 - CONTROL OF MATERIALS ..................................................................111-27
SECTION 70 - LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC ..................111-31
SECTION 80 - PROSECUTION AND PROGRESS .......................................................111-44
SECTION 90 - MEASUREMENT AND PAYMENT ........................................................111-51
SECTION 100 - CONTRACTOR QUALITY CONTROL PROGRAM ...............................111-59
SECTION 110 - METHOD OF ESTIMATING PERCENTAGE OF MATERIALS
WITHIN SPECIFICATION LIMITS (PWL) ..............................................111-68
SECTION 120 - CONSTRUCTION CONTRACT CLAUSES AIRPORT
I MPROVEMENT PROGRAM ............................ .....................................111-74
SECTION 130 - SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION ......111-100
SECTION 140 - GENERAL INSURANCE REQUIREMENTS FOR
CONTRACTORS AND SUBCONTRACTORS .....................................111-1 01
SECTION 150 - DISADVANTAGED BUSINESS ENTERPRISE PROGRAM ................111-109
111-1
DIVISION III - GENERAL PROVISIONS
SECTION 10
DEFINITION OF TERMS
Whenever the following terms are used in these specifications, in the Contract, in any
documents or other instruments pertaining to construction where these specifications
govern, 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 ADDENDUM. A modification of the plans or other Contract documents issued by
the Engineer and distributed to prospective bidders prior to the opening of the proposal.
10-05 AlP. The Airport Improvement Program, a grant-in-aid program, administered by
the Federal Aviation Administration.
10-06 ADVISORY CIRCULAR. A document issued by the FAA containing informational
material and guidance, when referred to in the drawings (Plans) and Specifications,
advisory circulars shall have the same force as supplemental Specifications.
10-07 AIR OPERATIONS AREA. For the purpose of these specifications, the term air
operations area shall mean any area of the airport used or intended to be used for the
landing, takeoff, or surface maneuvering of aircraft, and contiguous safety areas. An air
operation area shall include such paved or unpaved areas that are used or intended to
be used for the landing, takeoff, or surface maneuvering or aircraft, and contiguous
safety areas that are used or intended to be used for the unobstructed movement of
aircraft in addition to its associated runway, taxiway, or apron.
10-08 AIRPORT. Airport means an area of land or water which is used or intended to
be used for the landing and takeoff of aircraft, and includes its buildings and facilities, if
any.
10-09 ASTM. The American Society for Testing and Materials.
10-10 AWARD. The acceptance, by the owner, of the successful bidder's proposal.
111-2
10-11 BID BOND (PROPOSAL GUARANTY). The security furnished with a proposal
to guarantee that the bidder will enter into a contract if his proposal is accepted by the
Owner.
10-12 BIDDER. Any individual, partnership, firm, or corporation, acting directly or
through a duly authorized representative, who submits a proposal for the work
contemplated.
10-13 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.
10-14 CALENDAR DAY. Every day shown on the calendar.
10-15 CERTIFICATES OF COMPLIANCES. Written statements by the manufacturer
stating the material furnished is in conformance with the Specifications.
10-16 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, shall be within the scope of the contract.
10-17 CONTRACT. The written agreement covering the work to be performed. The
awarded contract shall include, but is not limited to: The Advertisement; The Contract
Form; The Proposal; The Performance Bond; The Payment Bond; any required
insurance certificates; The Specifications; The Plans, and any addenda issued to
bidders.
10-18 CONTRACT DOCUMENTS. The written agreement covering the work to be
performed. The awarded Contract shall include, but is not limited to: the Invitation for
Bids; the Bid Documents, the Contract form; the Proposal, the Schedule of Bid Items;
the Proposal Bond; the Contract Bond, the Labor and Materials Bond; any required
insurance certificates; the General and Special Provisions; the Technical Specifications;
the Plans; any addenda issued to Bidders; and any Change Orders issued to the
Contractor.
10-19 CONTRACT ITEM (PAY ITEM). A specific unit of work for which a price is
provided in the contract.
10-20 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.
111-3
10-21 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.
10-22 DRAINAGE SYSTEM. The system of pipes, ditches, and structures by which
surface or subsurface waters are collected and conducted from the airport area.
10-23 ENGINEER. The individual, partnership, firm, or corporation duly authorized by
the owner (sponsor) to be responsible for engineering supervision of the contract work
and acting directly or through an authorized representative.
10-24 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.
10-25 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.
10-26 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/her duly authorized representative.
10-27 FOOT. The State of Florida Department of Transportation.
10-28 FEDERAL SPECIFICATIONS. The Federal Specifications and Standards, and
supplements, amendments, and indices thereto are prepared and issued by the General
Services Administration of the Federal Government.
10-29 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.
10-30 INTENTION OF TERMS. Whenever, in these specifications or on the plans, the
words "directed," "required," "permitted," "ordered," "designated," "prescribed," or
words of the like import are used, it shall be understood that the direction, requirement,
permission, order, designation, or prescription of the Engineer is intended; and similarly,
the words "approved," "acceptable," "satisfactory," or words of like import, shall mean
approved by, or acceptable to, or satisfactory to the Engineer, subject in each case to
the final determination of the owner.
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
111-4
specific reference.
10-31 LABORATORY. The official testing laboratories of the owner or such other
laboratories as may be designated by the Engineer.
10-32 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.
10-33 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
percent of the total amount of the award contract. All other items shall be considered
minor contract items.
1 0-34 MATERIALS. Any substance specified for use in the construction of the contract
work.
10-35 MIL SPECIFICATIONS. The Military Specifications and Standard, and indices
thereto, that are prepared and issued by the Department of Defense.
10-36 NOTICE TO PROCEED. A written notice to the Contractor to begin the actual
contract work on a previously agreed to date. If applicable, the Notice to Proceed shall
state the date on which the contract time begins.
10-37 OWNER (SPONSOR). The term owner shall mean the party of the first part or
the contracting agency signatory to the contract. For AlP contracts, the term sponsor
shall have the same meaning as the term owner.
10-38 PAVEMENT. The combined surface course, base course, and subbase course,
if any, considered as a single unit.
10-39 PAYMENT BOND. The approved form of security furnished by the Contractor
and his/her surety as a guaranty that he will pay in full all bills and accounts for
materials and labor used in the construction of the work.
10-40 PERFORMANCE BOND. The approved form of security furnished by the
Contractor and his/her surety as a guaranty that the Contractor will complete the work in
accordance with the terms of the contract.
10-41 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.
111-5
10-42 PROJECT. The agreed scope of work for accomplishing specific airport
development with respect to a particular airport.
10-43 PROPOSAL. The written offer of the bidder (when submitted on the approved
proposal form) to perform the contemplated work and furnish the necessary materials in
accordance with the provisions of the plans and specifications.
10-44 PROPOSAL GUARANTY. The security furnished with a proposal to guarantee
that the bidder will enter into a contract if his/her proposal is accepted by the owner.
10-45 RUNWAY. The area on the airport prepared for the landing and takeoff of
aircraft.
10-46 SPECIAL PROVISIONS. The specific clauses setting forth conditions or
requirements peculiar to the project under consideration, covering work or material
involved in the proposal and estimate, which are not thoroughly or satisfactorily
stipulated in these Specifications.
10-47 SPECIFICATIONS. A part of the contract containing the written directions and
requirements for completing the contract work. Standards for specifying materials or
testing which are cited in the contract specifications by reference shall have the same
force and effect as if included in the contract physically.
10-48 SPONSOR. Shall mean the same as Owner.
10-49 SUBCONTRACTOR. Any individual, partnership or corporation supplying the
Contractor with labor, materials, and supplies, used directly or indirectly by the said
Contractor or subcontractor in the prosecution of the work.
10-50 STRUCTURES. Airport facilities such as bridges; culverts; catch basins, inlets,
retaining walls, cribbing; storm and sanitary sewer lines; water lines; underdrains;
electrical ducts, manholes, hand holes, lighting fixtures and bases; transformers; flexible
and rigid pavements; navigational aids; buildings; vaults; and, other manmade features
of the airport that may be encountered in the work and not otherwise classified herein.
10-51 SUBGRADE. The soil which forms the pavement foundation.
10-52 SUPERINTENDENT. The Contractor's executive representative who is present
on the work during progress, authorized to receive and fulfill instructions from the
Engineer, and who shall supervise and direct the construction.
10-53 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 percent, 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.
111-6
10-54 SURETY. The corporation, partnership, or individual, other than the Contractor,
executing payment or performance bonds which are furnished to the owner by the
Contractor.
10-55 TAXIWAY. For the purpose of this document, the term taxiway means the
portion of the air operations area of an airport that has been designated by competent
airport authority for movement of aircraft to and from the airport's runways or aircraft
parking areas.
10-56 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.
10-57 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 6 hours toward completion of the contract. Unless work is
suspended for causes beyond the Contractor's control, Saturdays, Sundays and
holidays on which the Contractor's forces engage in regular work, requiring the
presence of an inspector, will be considered as working days.
END OF SECTION 10
111-7
SECTION 20
PROPOSAL REQUIREMENTS AND CONDITIONS
20-01 ADVERTISEMENT (Notice to Bidders). The owner, or his/her authorized
agent, shall publish the advertisement at such places and at such times as are required
by local law or ordinances. The published advertisement shall state the time and place
for submitting sealed proposals; a description of the proposed work; instructions to
bidders as to obtaining proposal forms, plans, and specifications; proposal guaranty
required; and the owner's right to reject any and all bids.
20-02 PREQUALlFICATION OF BIDDERS. Each bidder shall furnish the owner
satisfactory evidence of his/her competency to perform the proposed work. Such
evidence of competency, unless otherwise specified, shall consist of statements
covering the bidder's past experience on similar work, a list of equipment that would be
available for the work, and a list of key personnel that would be available. In addition,
each bidder shall furnish the owner satisfactory evidence of his/her financial
responsibility. Such evidence of financial responsibility, unless otherwise specified,
shall consist of a confidential statement or report of the bidder's financial resources and
liabilities as of the last calendar year or the Contractor's last fiscal year. Such
statements or reports shall be certified by a public accountant. At the time of submitting
such financial statements or reports, the bidder shall further certify whether his/her
financial responsibility is approximately the same as stated or reported by the public
accountant. If the bidder's financial responsibility has changed, the bidder shall qualify
the public accountant's statement or report to reflect his/her (bidder's) true financial
condition at the time such qualified statement or report is submitted to the owner.
Unless otherwise specified, a bidder may submit evidence that he is prequalified with
the State Highway Division and is on the current "bidder's list" of the state in which the
proposed work is located. Such evidence of State Highway Division prequalification
may be submitted as evidence of financial responsibility in lieu of the certified
statements or reports hereinbefore specified.
Each bidder shall submit "evidence of competency" and "evidence of financial
responsibility" to the owner at the time of the bid openinq.
20-03 CONTENTS OF PROPOSAL FORMS. The owner shall furnish bidders with
proposal forms. All papers bound with or attached to the proposal forms are necessary
parts and must not be detached.
The plans specifications, and other documents designated in the proposal form shall be
considered a part of the proposal whether attached or not.
111-8
20-04 ISSUANCE OF PROPOSAL FORMS. The owner reserves the right to refuse to
issue a proposal form to a prospective bidder should such bidder be in default for any of
the following reasons:
A. Failure to comply with any prequalification regulations of the owner, if such
regulations are cited, or otherwise included, in the proposal as a
requirement for bidding.
B. Failure to pay, or satisfactorily settle, all bills due for labor and materials
on former contracts in force (with the owner) at the time the owner issues
the proposal to a prospective bidder.
C. Contractor default under previous contracts with the owner.
D. Unsatisfactory work on previous contracts with the owner.
20-05 INTERPRETATION OF ESTIMATED PROPOSAL QUANTITIES. An estimate
of quantities of work to be done and materials to be furnished under these specifications
is given in the proposal. It is the result of careful calculations and is believed to be
correct. It is given only as a basis for comparison of proposals and the award of the
contract. The owner does not expressly or by implication agree that the actual
quantities involved will correspond exactly therewith; nor shall the bidder plead
misunderstanding or deception because of such estimates of quantities, or of the
character, location, or other conditions pertaining to the work. Payment to the
Contractor will be made only for the actual quantities of work performed or materials
furnished in accordance with the plans and specifications. It is understood that the
quantities may be increased or decreased as hereinafter provided in the subsection
titled ALTERATION OF WORK AND QUANTITIES of Section 40 without in any way
invalidating the unit bid prices.
20-06 EXAMINATION OF PLANS, SPECIFICATIONS, AND SITE. The bidder is
expected to carefully examine the site of the proposed work, the proposal, plans
specifications, and contract forms. He shall satisfy himself as to the character, quality,
and quantities of work to be performed, materials to be furnished, and as to the
requirements of the proposed contract. The submission of a proposal shall be prima
facie evidence that the bidder has made such examination and is satisfied as to the
conditions to be encountered in performing the work and as to the requirements of the
proposed contract, plans, and specifications.
Boring logs and other records of subsurface investigations and tests are available for
inspection of bidders. It is understood and agreed that such subsurface information,
whether included in the plans, specifications, or otherwise made available to the bidder,
was obtained and is intended for the owner's design and estimating purposes only.
Such information has been made available for the convenience of all bidders. It is
further understood and agreed that each bidder is solely responsible for all
assumptions, deductions, or conclusions which he may make or obtain from his/her
111-9
examination of the boring logs and other records of subsurface investigations and tests
that are furnished by the owner.
20-07 PREPARATION OF PROPOSAL. The bidder shall submit his/her proposal on
the forms furnished by the owner. All blank spaces in the proposal forms must be
correctly filled in where indicated for each and every item for which a quantity is given.
The bidder shall state the price (written in ink or typed) both in words and numerals for
which he proposes to do each pay item furnished in the proposal. In case of conflict
between words and numerals, the words, unless obviously incorrect, shall govern.
The bidder shall sign his/her proposal correctly and in ink. If the proposal is made by an
individual, his/her name and post office address must be shown. If made by a
partnership, the name and post office address of each member of the partnership must
be shown. If made by a corporation, the person signing the proposal shall give the
name of the state under the laws of which the corporation was chartered and the name,
titles, and business address of the president, secretary, and the treasurer. Anyone
signing a proposal as an agent shall file evidence of his/her authority to do so and that
the signature is binding upon the firm or corporation.
20-08 IRREGULAR PROPOSALS. Proposals shall be considered irregular for the
following reasons:
A. If the proposal is on a form other than that furnished by the owner, or if the
owner's form is altered, or if any part of the proposal form is detached.
B. If there are unauthorized additions, conditional or alternate pay items, or
irregularities of any kind which make the proposal incomplete, indefinite,
or otherwise ambiguous.
C. If the proposal does not contain a unit price for each pay item listed in the
proposal, except in the case of authorized alternate pay items, for which
the bidder is not required to furnish a unit price.
D. If the proposal contains unit prices that are obviously unbalanced.
E. If the proposal is not accompanied by the proposal guaranty specified by
the owner.
The owner reserves the right to reject any irregular proposal and the right to waive
technicalities if such waiver is in the best interest of the owner and conforms to local
laws and ordinances pertaining to the letting of construction contracts.
20-09 BID GUARANTEE. Each separate proposal shall be accompanied by a certified
check, or other specified acceptable collateral, in the amount specified in the proposal
form. Such check, or collateral, shall be made payable to the owner.
111-10
20-10 DELIVERY OF PROPOSAL. Each proposal submitted shall be placed in a
sealed envelope plainly marked with the project number, location of airport, and name
and business address of the bidder on the outside. When sent by mail, preferably
registered, the sealed proposal, marked as indicated above, should be enclosed in an
additional envelope. No proposal will be considered unless received at the place
specified in the advertisement before the time specified for opening all bids. Proposals
received after the bid opening time shall be returned to the bidder unopened.
20-11 WITHDRAWAL OR REVISION OF PROPOSALS. A bidder may withdraw or
revise (by withdrawal of one proposal and submission of another) a proposal provided
that the bidder's request for withdrawal is received by the owner in writing or by
telegram before the time specified for opening bids. Revised proposals must be
received at the place specified in the advertisement before the time specified for
opening all bids.
20-12 PUBLIC OPENING OF PROPOSALS. Proposals shall be opened, and read,
publicly at the time and place specified in the advertisement. Bidders, their authorized
agents, and other interested persons are invited to attend. Proposals that have been
withdrawn (by written or telegraphic request) or received after the time specified for
opening bids shall be returned to the bidder unopened.
20-13 DISQUALIFICATION OF BIDDERS. A bidder shall be considered disqualified
for any of the following reasons:
A. Submitting more than one proposal from the same partnership, firm, or
corporation under the same or different name.
B. Evidence of collusion among bidders. Bidders participating in such
collusion shall be disqualified as bidders for any future work of the owner
until any such participating bidder has been reinstated by the owner as a
qualified bidder.
C. If the bidder is considered to be in "default" for any reason specified in the
subsection titled ISSUANCE OF PROPOSAL FORMS of this section.
END OF SECTION 20
111-11
SECTION 30
AWARD AND EXECUTION OF CONTRACT
30-01 CONSIDERATION OF PROPOSALS. After the proposals are publicly opened
and read, they will be compared on the basis of the summation of the products obtained
by multiplying the estimated quantities shown in the proposal by the unit bid prices. If a
bidder's proposal contains a discrepancy between unit bid prices written in words and
unit bid prices written in numbers, the unit price written in words shall govern.
Until the award of a contract is made, the owner reserves the right to reject a bidder's
proposal for any of the following reasons:
A. If the proposal is irregular as specified in the subsection titled
IRREGULAR PROPOSALS of Section 20.
B. If the bidder is disqualified for any of the reasons specified in the
subsection titled DISQUALIFICATION OF BIDDERS of Section 20.
In addition, until the award of a contract is made, the owner reserves the right to reject
any or all proposals, waive technicalities, if such waiver is in the best interest of the
owner and is in conformance with applicable state and local laws or regulations
pertaining to the letting of construction contracts; advertise for new proposals; or
proceed with the work otherwise. All such actions shall promote the owner's best
interests.
30-02 AWARD OF CONTRACT. The award of a contract, if it is to be awarded, shall
be made within 90 calendar days of the date specified for publicly opening proposals,
unless otherwise specified herein.
Award of the contract shall be made by the owner to the lowest, qualified bidder whose
proposal conforms to the cited requirements of the owner.
30-03 CANCELLATION OF AWARD. The owner reserves the right to cancel the
award without liability to the bidder, except return of proposal guaranty, at any time
before a contract has been fully executed by all parties and is approved by the owner in
accordance with the subsection titled APPROVAL OF CONTRACT of this section.
30-04 RETURN OF PROPOSAL GUARANTY. All proposal guaranties, except those
of the two lowest bidders, will be returned immediately after the owner has made a
comparison of bids as hereinbefore specified in the subsection titled CONSIDERATION
OF PROPOSALS of this section. Proposal guaranties of the two lowest bidders will be
retained by the owner until such time as an award is made, at which time, the
unsuccessful bidder's proposal guaranty will be returned. The successful bidder's
proposal guaranty will be returned as soon as the owner receives the contracts bonds
111-12
as specified in the subsection titled REQUIREMENTS OF CONTRACT BONDS of this
section.
30-05 REQUIREMENTS OF CONTRACT BONDS. At the time of the execution of the
contract, the successful bidder shall furnish the owner a surety bond or bonds which
have been fully executed by the bidder and the surety guaranteeing the performance of
the work and the payment of all legal debts that may be incurred by reason of the
Contractor's performance of the work. The surety and the form of the bond or bonds
shall be acceptable to the owner. Unless otherwise specified in this subsection, the
surety bond or bonds shall be in a sum equal to the full amount of the contract.
30-06 EXECUTION OF CONTRACT. The successful bidder shall sign (execute) the
necessary agreements for entering into the contract and return such signed contract to
the owner, along with the fully executed surety bond or bonds specified in the
subsection titled REQUIREMENTS OF CONTRACT BONDS of this section, within 15
calendar days from the date mailed or otherwise delivered to the successful bidder. If
the contract is mailed, special handling is recommended.
30-07 APPROVAL OF CONTRACT. Upon receipt of the contract and contract bond or
bonds that have been executed by the successful bidder, the owner shall complete the
execution of the contract in accordance with local laws or ordinances, and return the
fully executed contract to the Contractor. Delivery of the fully executed contract to the
Contractor shall constitute the owner's approval to be bound by the successful bidder's
proposal and the terms of the contract. .
30-08 FAILURE TO EXECUTE CONTRACT. Failure of the successful bidder to
execute the contract and furnish an acceptable surety bond or bonds within the 15
calendar day period specified in the subsection titled REQUIREMENTS OF
CONTRACT BONDS of this section shall be just cause for cancellation of the award
and forfeiture of the proposal guaranty, not as a penalty, but as liquidation of damages
to the owner.
END OF SECTION 30
111-13
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 percent (total
cost being based on the unit prices and estimated quantities in the awarded contract).
Alterations which do not exceed the 25 percent limitation shall not invalidate the
contract nor release the surety, and the Contractor agrees to accept payment for such
alterations as if the altered work had been a part of the original contract. These
alterations which are for work within the general 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 percent 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.
The Contractor is advised that all supplemental agreements shall be approved by the
FAA and shall include valid wage determinations of the U.S. Secretary of Labor when
the amount of the supplemental agreement exceeds $2,000. However, if the Contractor
elects to waive the limitations on work that increases or decreases the originally
awarded contract or any major contract item by more than 25 percent, the supplemental
agreement shall be subject to the same U.S. Secretary of Labor wage determination as
was included in the originally awarded contract.
All supplemental agreements shall require consent of the Contractor's surety and
separate performance and payment bonds.
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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 nonperformed, the
Contractor shall be paid for all work performed toward completion of such item prior to
the date of the order to omit such item. Payment for work performed shall be in
accordance with the subsection titled PAYMENT FOR OMITTED ITEMS of Section 90.
40-04 EXTRA 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, he may order the
Contractor to proceed with extra work by force account as provided in the subsection
titled PAYMENT FOR EXTRA AND FORCE ACCOUNT WORK of Section 90.
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 hereinbefore defined in the subsection titled
SUPPLEMENTAL AGREEMENT of Section 10.
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. It is understood and agreed that the Contractor shall provide
for the free and unobstructed movement of aircraft in the air operations areas of the
airport with respect to his/her own operations and the operations of all his/her
subcontractors as specified in the subsection 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 titled CONTRACTOR'S RESPONSIBILITY FOR UTILITY
SERVICE AND FACILITIES OF OTHERS in Section 70.
With respect to his/her own operations and the operations of all his/her subcontractors,
the Contractor shall pro'ide marking, lighting, and other acceptable means of
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identifying: personnel; equipment; vehicles; storage areas; and any work area or
condition that may be hazardous to the operation of aircraft, fire-rescue equipment, or
maintenance vehicles at the airport.
When the contract requires the maintenance of vehicular traffic on an existing road,
street, or highway during the 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 furnish erect, and maintain
barricades, warning signs, flagmen, and other traffic control devices in reasonable
conformity with the manual of Uniform Traffic Control Devices for Streets and Highways
(published by the United States Government Printing Office), unless otherwise specified
herein. The Contractor shall also construct and maintain in a safe condition any
temporary connections necessary for ingress to and egress from abutting property or
intersecting roads, streets or highways. Unless otherwise specified herein, the
Contractor will not be required to furnish snow removal for such existing road, street, or
highway. .
The Contractor shall make his/her own estimate of all labor, materials, equipment, and
incidentals necessary for providing the maintenance of aircraft and vehicular traffic as
specified in this subsection.
The cost of maintaining the aircraft and vehicular traffic specified in this subsection shall
not be measured or paid for directly, but shall be included in the various contract items.
40-06 REMOVAL OF EXISTING STRUCTURES. All existing structures encountered
within the established lines, grades, or grading sections shall be removed by the
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 titled RIGHTS IN AND USE OF MATERIALS
FOUND IN THE WORK of this section, it is intended that all existing materials or
structures that may be encountered (within the lines, grades, or grading sections
established for completion of the work) shall be utilized in the work as otherwise
provided for in the contract and shall remain the property of the owner when so utilized
in the work.
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40-07 RIGHTS IN AND USE OF MATERIALS FOUND IN THE WORK. Should the
Contractor encounter any material such as (but not restricted to) sand, stone, gravel,
slag, or concrete slabs within the established lines, grades, or grading sections, the use
of which is intended by the terms of the contract to be either embankment or waste, he
may at his/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,
B. Remove such material from the site, upon written approval of the
Engineer; or
C. Use such material for his/her own temporary construction on site; or,
D. Use such material as intended by the terms of the contract.
Should the Contractor wish to exercise option A., B., or C., he shall request the
Engineer's approval in advance of such use.
Should the Engineer approve the Contractor's request to exercise option A., B., or C.,
the Contractor shall be paid for the excavation or removal of such material at the
applicable contract price. The Contractor shall replace, at his/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 his/her use of such material so used in the work or removed
from the site. .
Should the Engineer approve the Contractor's exercise of option A., the Contractor shall
be paid, at the applicable contract price, for furnishing and installing such material in
accordance with requirements of the contract item in which the material is used.
It is understood and agreed that the Contractor shall make no claim for delays by
reason of his/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 CLEANING UP. Upon completion of the work and before acceptance
and final payment will be made, the Contractor shall remove from the site all machinery,
equipment, surplus and discarded materials, rubbish, temporary structures, and stumps
or portions of trees. He shall cut all brush and woods within the limits indicated and
shall leave the site in a neat and presentable condition. Material cleared from the site
111-17
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.
END OF SECTION 40
111-18
SECTION 50
CONTROL OF WORK
50-01 AUTHORITY OF THE ENGINEER. The Engineer shall decide any and all
questions which may arise as to the quality and acceptability of materials furnished,
work performed, and as to the manner of performance and rate of progress of the work.
He shall decide all questions which may arise as to the. interpretation of the
specifications or plans relating to the work, the fulfillment of the contract on the part of
the Contractor, and the rights of different Contractors on the project. The Engineer shall
determine the amount and quality of the several kinds of work performed and materials
furnished which are to be paid for the under contract.
50-02 CONFORMITY WITH PLANS AND SPECIFICATIONS. All work and all
materials furnished shall be in reasonably close conformity with the lines, grades,
grading sections, cross sections, dimensions, material requirements, and testing
requirements that are specified (including specified tolerances) in the contract, plans or
specification s.
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/her opinion, result in a finished product having a level of
safety, economy, durability, and workmanship acceptable to the owner, he will advise
the owner of his/her determination that the affected work be accepted and remain in
place. In this event, the Engineer will document his/her determination and recommend
to the owner a basis of acceptance which will provide for an adjustment in the contract
price for the affected portion of the work. The Engineer's determination and
recommended contract price adjustments will be based on good' engineering judgment
and such tests or retests of the affected work as are, in his/her opinion, needed.
Changes in the contract price shall be covered by contract modifications (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 term "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 right to insist on strict compliance with the requirements of the contract,
plans, and specifications during the Contractor's prosecution of the work, when, in the
Engineer's opinion, such compliance is essential to provide an acceptable finished
portion of the work.
111-19
For the purpose of this subsection, the term "reasonably close conformity" is also
intended to provide the Engineer with the authority to use good eRgineering judgment in
his/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.
For AlP contracts, the Engineer should advise the Sponsor if he accepts work that is not
in "reasonably close conformity" to the Contract, Plans, Specifications. The Sponsor will
in turn advise the FAA. Change orders or supplemental agreements must bear the
written approval of the FAA.
50-03 COORDINATION OF CONTRACT, PLANS, AND SPECIFICATIONS. The
contract, plans, specifications, and all referenced standards cited are essential parts of
the contract requirements. A requirement occurring in one is as binding as though
occurring in all. They are intended to be complementary and to describe and provide
for a complete work. In case of discrepancy, calculated dimensions will govern over
scaled dimensions; contract technical specifications shall govern over contract general
provisions, plans, cited standards for materials or testing, and cited FAA advisory
circulars; contract general provisions shall govern over plans, cited standards for
materials or testing, and cited FAA advisory circulars; plans shall govern over cited
standards for materials or testing and cited FAA advisory circulars.
The Contractor shall not take advantage of any apparent error or omission on the plans
or specifications. In the event the Contractor discovers any apparent error or
discrepancy, he shall immediately call upon the Engineer for his/her interpretation and
decision, and such decision shall be final.
50-04 COOPERATION OF CONTRACTOR. The Contractor will be supplied with two
copies each of the plans and specifications. He shall have available on the work at all
times one copy each of the plans and specifications. Additional copies of plans and
specifications may be obtained by the Contractor for the cost of reproduction.
The Contractor shall give constant attention to the work to facilitate the progress
thereof, and he shall cooperate with the Engineer and his/her inspectors and with other
contractors in every way possible. The Engineer shall allocate he work and designate
the sequence of construction in case of controversy between contractors. The
Contractor shall have a competent superintendent on the work at all times who is fully
authorized as his/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/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.
111-20
When separate contracts are let within the limits of anyone project, each Contractor
shall conduct his/her 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/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 by him because of the presence and operations of other Contractors
working within the limits of the same project.
The Contractor shall arrange his/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. He shall join his/her work with that of the others in an
acceptable manner and shall perform it in proper sequence to that of the others.
50-06 CONSTRUCTION LAYOUT AND STAKES. The Engineer shall establish
horizontal and vertical control only. The Contractor must establish all layout required for
the construction of the work. Such stakes and markings as the Engineer may set for
either his/her own or the Contractor's guidance shall be preserved by the Contractor. In
case of negligence on the part of the Contractor, or his/her employees, resulting in the
destruction of such stakes or markings, an amount equal to the cost of replacing the
same may be deducted from subsequent estimates due the Contractor at the discretion
of the Engineer.
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 product results which conform to
all other requirements of the contract.
50-08 AUTHORITY AND DUTIES OF INSPECTORS. Inspectors employed by the
owner shall be authorized to inspect all work done and all material furnished. Such
inspection may extend to all or any part of the work and to the preparation, fabrication,
or manufacture of the materials to be used. 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 employed by the owner are authorized to notify the Contractor or his/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 his/her decision.
111-21
50-09 INSPECTION OF THE WORK. All materials and each part or detail of the work
shall be subject to inspection by the Engineer. The Engineer shall be allowed access to
all parts of the work and shall be furnished with such information and assistance by the
Contractor as is required to make a complete and detailed inspection.
If the Engineer requests it, the Contractor, at any time before acceptance of the work,
shall remove or uncover such 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.
50-1 0 REMOVAL OF UNACCEPTABLE AND UNAUTHORIZED WORK. All work
which does not form to the requirements of the contract, plans, and specifications will be
considered unacceptable, unless otherwise determined acceptable by the Engineer as
provided in the subsection titled CONFORMITY WITH PLANS AND SPECIFICATIONS
of this section.
Unacceptable work, whether the result of poor workmanship, use of defective materials,
damage through carelessness, or any other cause found to exist prior to the final
acceptance of the work, shall be removed immediately and replaced in an acceptable
manner in accordance with the provisions of the subsection titled CONTRACTOR'S
RESPONSIBILITY FOR WORK of Section 70.
Work done contrary to the instructions of the Engineer, work done beyond the lines
shown on the plans or as given, except as herein specified, or any extra work done
without authority, will be considered as unauthorized and will not be paid for under the
provisions of the contract. Work so done may be ordered removed or replaced at the
Contractor's expense.
Upon failure on the part of the Contractor to comply forthwith with any order of the
Engineer made under the provisions of this subsection, the Engineer will have authority
111-22
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 which may result
from the moving of material or equipment.
The operation of equipment of such weight or so loaded as to cause damage to
structures or to any other type of construction will not be permitted. Hauling of materials
over the base course or surface course under construction shall be limited as directed.
No loads will be permitted on a concrete pavement, base, or structure before the
expiration of the curing period. The Contractor shall be responsible for all damage done
by his/her hauling equipment and shall correct such damage at hi~/her own expense.
50-12 MAINTENANCE DURING CONSTRUCTION. The Contractor shall maintain the
work during construction and until the work is accepted. This maintenance shall
constitute continuous and effective work prosecuted day by day, with adequate
equipment and forces so that the work is maintained in satisfactory condition at all
times.
In the case of a contract for the placing of a course upon a course or subgrade
previously constructed, the Contractor shall maintain the previous course or subgrade
during all construction operations.
All costs of maintenance work during construction and before the project is accepted
shall be included in the unit prices bid on the various contract items, and the Contractor
will not be paid an additional amount for such work.
50-13 FAILURE TO MAINTAIN THE WORK. Should the Contractor at any time fail to
maintain the work as provided in the subsection titled MAINTENANCE DURING
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 Engineer 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. If at any time during the prosecution of the project
the Contractor substantially completes a usable unit or portion of the work, the
occupancy of which will benefit the owner, he may request the Engineer to make final
inspection of that unit. If the Engineer finds upon inspection that the unit has been
111-23
satisfactorily completed in compliance with the contract, he may accept it as being
completed, and the Contractor may be relieved of further responsibility for that unit.
Such partial acceptance and beneficial occupancy by the owner shall not void or alter
any provision of the contract.
50-15 FINAL 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 completed 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 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 him for work or materials not clearly
provided for in the contract, plans, or specifications or previously authorized as extra
work, he shall notify the Engineer in writing of his/her intention to claim such additional
compensation before he begins the work on which he bases the claim. If such
notification is not given or the Engineer is not afforded proper opportunity by the
Contractor for keeping strict account of actual cost as required, then the Contractor
hereby agrees to waive any claim for such additional compensation. Such notice by the
Contractor and the fact that the Engineer has kept account of the cost of the work shall
not in any way be construed as proving or substantiating the validity of the claim. When
the work on which the claim for additional compensation is based has been completed,
the Contractor shall, within 10 calendar days, submit his/her 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.
50-17 WARRANTY AND GUARANTEE. The Contractor warrants to the Owner that all
materials furnished under this Contract shall be new unless specified and free of defects
and in conformance with Contract requirements. Any work not so conforming to these
standards may be considered defective.
If, within one year after the date of final acceptance of the work, or within such longer
period of time as may be prescribed by law or by the terms of any applicable special
guarantee required by the Contract, any of the work is found to'be defective or not in
111-24
accordance with Contract requirements, the Contractor shall correct it promptly after
receipt of written notice from the Owner to do so.
The obligations of the Contractor in this paragraph titled WARRANTY AND
GUARANTEE shall be in addition to and not in limitation of any obligations imposed
upon him by special guarantees required by the Contract or otherwise prescribed by
law.
50-18 CONTRACT CLOSE-OUT. Subsequent to the final acceptance of this project by
the Engineer, the following requirements must be satisfied by the Contractor before final
payment can be made:
1. The Contractor must publicly advertise the NOTICE OF COMPLETION furnished
by the Engineer a minimum of once a week for four consecutive weeks.
2. The Contractor must execute copies of CONTRACTOR'S AFFIDAVIT OF
PAYMENT OF CLAIMS AND DEBTS on the form furnished by the Engineer.
3. The Contractor must have his Surety execute copies of CONSENT OF SURETY
TO FINAL PAYMENT on the form furnished by the Engineer.
4. The Contractor must furnish a letter on his letterhead acknowledging that
acceptance of final payment by the Contractor constitutes a waiver of all claims,
present or future, in connection with this project.
5. The Contractor must furnish a written guarantee on his letterhead covering all
defects in material and workmanship for a period of one year commencing on the
date of final acceptance.
6. If any purchase items have been incorporated in the work, the Contractor must
furnish a letter on his letterhead assigning those warranties to the OWNER.
Copies of said warranties shall be bound in one binder and submitted along with
the letter assignment.
7. In addition to the above, the Contractor shall provide all documents required in
Special Provision No.1, Section 25.
50-19 CONCEALED CONDITIONS. Should conditions be encountered below the
surface of the ground or should concealed or unknown conditions in an existing
structure vary to an unreasonable extent from the conditions indicated by the drawings
and Specifications, the Engineer shall be notified by the Contractor and instructions
shall be equitably adjusted upon claim of either party made within thirty (30) days after
the first obseNation of the conditions if shown on the drawings or attached to these
Specifications, are presented only as information that is available indicating certain
conditions found and limited to the exact locations and dates shown. Neither the Owner
nor the Engineer shall be responsible for making the determination of water table
111-25
variations prior to bidding and shall not assume that any water levels shown by the
aforesaid core boring data will necessarily be maintained at the level indicated.
50-20 RECORD SET DRAWINGS. The Contractor shall, without additional cost, keep
a separate copy of all Specifications, drawings, addenda, modifications, and shop
drawings at the site in good order and annotated currently to show all changes made
during the construction process. These shall be available to the Engineer for review of
record information thereon each month prior to approval of monthly application for
payment, and shall be delivered to him for the Owner upon completion of the Project.
Record information shall include but not be limited to record dimensions, finished
pavement grades, finished elevation of structures, record inverts, etc.
The Contractor shall, without additional cost, furnish to the Owner three (3) complete
sets of all maintenance manuals, parts lists, and operating instructions covering
materials, equipment and installations having moving parts. It is mandatory that all of
the aforesaid be delivered at the same time and with the materials, equipment, and
installations, so that proper installation and operation can be promptly made.
50-21 TERMINATION OF CONTRACTOR'S RESPONSIBILITY. The Contract will be
considered complete when all work has been completed and has been accepted by the
Owner. The Contractor will then be released from further obligation except as set forth
in his bond.
END OF SECTION 50
111-26
SECTION 60
CONTROL OF MATERIALS
60-01 SOURCE OF SUPPLY AND QUALITY REQUIREMENTS. The materials used
on 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 FAA Advisory Circular (AC) 150/5345-1, Approved Airport
Equipment, that is in effect on the date of advertisement; and,
B. Produced by the manufacturer qualified (by FAA) to produce such
specified and listed equipment.
The following airport lighting equipment is required for this contract and is to be
furnished by the Contractor in accordance with the requirements of this subsection:
EQUIPMENT NAME
CITED FAA SPECIFICATIONS
EFFECTIVE FAA AC OR APPROVAL LETTER FOR
EQUIPMENT AND MANUFACTURER
60-02 SAMPLES. TESTS. AND CITED SPECIFICATIONS. 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,
tests in accordance with the cited standard methods of AASHTO or ASTM which are
current on the date of advertisement for bids will be made by and at the expense of the
111-27
owner. Samples will be taken by a qualified representative of the owner. All materials
being used are subject to inspection, test, or rejection at any time prior to or during
incorporation into the work. Copies of all tests will be furnished to the Contractor's
representative at his/her request.
60-03 CERTIFICATION OF COMPLIANCE. The Engineer may permit the use, prior to
sampling and testing. of certain materials or assemblies when accompanied by
manufacturer's certificates of compliance stating that such materials or assemblies fully
comply with the requirements of the contract. The certificate shall be signed by the
manufacturer. Each lot of such materials or assemblies delivered to the work must be
accompanied by a certificate of compliance in which the lot is clearly identified.
Materials or assemblies used on the basis of certificates of compliance may be sampled
and tested at any time and if found not to be in conformity with contract requirements
will be subject to rejection whether in place or not.
The form and distribution of certificates of compliance shall be as approved by the
Engineer.
When a material or assembly is specified by "brand name or equal" and the Contractor
elects to furnish the specified "brand name," the Contractor shall be required to furnish
the 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, he 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 certificates of compliance.
60-04 PLANT INSPECTION. The Engineer or his/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 his/her acceptance of the material or assembly.
Should the Engineer conduct plant inspections, the following conditions shall exist:
111-28
A. The Engineer shall have the cooperation and assistance of the Contractor
and the producer with whom he has contracted for materials.
B. The Engineer shall have full entry at all reasonable times to such parts of
the plant that concern the manufacture or production of the materials
being furnished.
C. If required by the Engineer, the Contractor shall arrange for adequate
office or working space that may be reasonably needed for conducting
plant inspections. Office or working space should be conveniently located
with respect to the plant.
It is understood and agreed that the owner shall have the right to retest any material
which has been tested and approved at the source of supply after it has been delivered
to the site. The Engineer shall have the right to reject only material which, when
retested, does not meet the requirements of the contract, plans, or specifications.
60-05 REVIEW AND ACCEPTANCE OF MATERIALS. The Contractor shall furnish to
the Engineer for review, all Contractor's. subcontractor's and manufacturer's drawings,
which shall be deemed to include shop material lists and performance data, which may
be required by the Specifications, requested by the Engineer or otherwise necessary for
the proper execution of the work. At the time of each submission, the Contractor shall in
writing call the Engineer's attention to any deviations that the shop drawings may have
from the requirements of the Contract documents.
Where called for, the Contractor shall furnish two samples of each material, texture,
color, etc., clearly labeled as to name and quality of material, manufacturer and
application on the job.
No work requiring a shop drawing or sample submission shall be started until the
submission has been reviewed by the Engineer.
The Engineer's review of shop drawings or samples will not relieve the Contractor from
his responsibility for any deviations from the requirements of the Contract documents
unless the Contractor has in writing called for the Engineer's attention to such
deviations at the time of submission and the Engineer has given written comments on
the specific deviation, nor will it relieve the Contractor from errors or omissions in the
shop drawings.
60-06 ENGINEER'S FIELD OFFICE AND LABORATORY. . When specified and
provided for as a contract item, the Contractor shall furnish a building for the exclusive
use of the Engineer as a field office and field testing laboratory. The building shall be
furnished and maintained by the Contractor as specified herein and shall become
property of the Contractor when the contract work is completed.
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60-07 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 so as to facilitate their prompt inspection. The Contractor
shall coordinate the storage of all materials with the Engineer. Materials to be stored on
airport property shall not create an obstruction to air navigation nor shall they interfere
with the free and unobstructed movement of aircraft. Unless otherwise shown on the
plans, the storage of materials and the location of the Contractor's plant and parked
equipment or vehicles shall be as directed by the Engineer. Private property shall not
be used for storage purposes without written permission of the owner or lessee of such
property. The Contractor shall make all arrangements and bear all expenses for the
storage of materials on private property. Upon request, the Contractor shall furnish the
Engineer a copy of the property owner's permission.
All storage sites on private or airport property shall be restored to their original condition
by the Contractor at his/her entire expense, except as otherwise agreed to (in writing)
by the owner or lessee of the property.
60-08 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 used in the work. Per Section 255.04, Florida Statutes, the use of
asbestos or asbestos-based fiber materials is prohibited in any buildings, construction of
which is commenced after September 30, 1983, which is financed with public funds or is
constructed for the express purpose of being leased to any governmental entity.
60-09 OWNER FURNISHED MATERIALS. The Contractor shall furnish all materials
required to complete the work, except those specified herein (if any) to be furnished by
the owner. Owner-furnished materials shall be made available to the Contractor at the
location specified herein.
All costs of handling, transportation from the specified location to the site of work,
storage, and installing owner-furnished materials shall be included in the unit price bid
for the contract item in which such owner-furnished material is used.
After any owner-furnished material has been delivered to the location specified, the
Contractor shall be responsible for any demurrage, damage, loss, or other deficiencies
which may occur during the Contractor's handling, storage, or use of such owner-
furnished material. The owner will deduct from any monies due or to become due the
Contractor any cost incurred by the owner in making good such loss due to the
Contractor's handling, storage, or use of owner-furnished materials.
END OF SECTION 60
111-30
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. He shall at all times observe and comply with all such laws, ordinances,
regulations, orders, and decrees; and shall protect and indemnify the owner and all
his/her officers, agents, or servants against any claim or liability arising from or based
on the violation of any such law, ordinance, regulation, order, or decree, whether by
himself or his/her employees.
70-02 PERMITS. LICENSES. AND TAXES. The Contractor shall procure all permits
and licenses, pay all charges, fees, and taxes, and give all notices necessary and
incidental to the due and lawful prosecution of the work.
70-03 PATENTED DEVICES. MATERIALS. AND PROCESSES. If the Contractor is
required or desires to use any design, device, material, or process covered by letters of
patent or copyright, he shall provide for such use by suitable legal agreement with the
patentee or owner. The Contractor and the surety shall indemnify and save harmless
the owner, any third party, or political subdivision from any and all claims for
infringement by reason of the use of any such patented design, device, material or
process, or any trademark or copyright, and shall indemnify the owner for any costs,
expenses, and damages which it may be obliged to pay by reason of an infringement, at
any time during the prosecution 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:
Owner (Utility or Other Facility)
Location (See Plan Sheet No.)
Person to Contact (Name, Title, Address and Phone)
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
111-31
service of another government agency be authorized to construct, reconstruct, or
maintain such utility service or facility during the progress of the work, the Contractor
shall cooperate with such owners by arranging and performing the work in this contract
so as to facilitate such construction, reconstruction or maintenance by others whether or
not such work by others is listed above. When ordered as extra work by the Engineer,
the Contractor shall make all necessary repairs to the work which are due to such
authorized work by others, unless otherwise provided for in the contract, plans, or
specifications. It is understood and agreed that the Contractor shall not be entitled to
make any claim for damages due to such authorized work by others or for any delay to
the work resulting from such authorized work.
70-05 FEDERAL AID PARTICIPATION. For AlP 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 (sponsor's) request to
the FAA. In consideration of the United Sates Government's (FAA's) agreement with
the owner, the owner has included provisions in this contract pursuant to the
requirements of the Airport Improvement Act of 1982, as amended by the Airport and
Airway Safety and Capacity Expansion Act of 1987, and the Rules and Regulations of
the FAA that pertain to the work.
As required by the Act, the contract work is subject to the inspection and approval of
duly authorized representatives of the Administrator, FAA, 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 Act, the rules and regulations implementing the Act, 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.
70-06 SANITARY. HEALTH. AND SAFETY PROVISIONS. The Contractor shall
provide and maintain in a neat, sanitary condition such accommodations for the use of
his/her employees as may be necessary to comply with the requirements of the state
and local Board of Health. or of other bodies or tribunals having jurisdiction.
Attention is directed to Federal, state, and local laws, rules and regulations concerning
construction safety and health standards. The Contractor shall not require any worker
to work in surroundings or under conditions are unsanitary, hazardous, or dangerous to
his/her health or safety.
70-07 PUBLIC CONVENIENCE AND SAFETY. The Contractor shall control his/her
operations and those of his/her subcontractors and all suppliers, to assure the least
inconvenience to the traveling public. Under all circumstances, safety shall be the most
important consideration.
The Contractor shall maintain the free and unobstructed mOVE.ment of aircraft and
111-32
vehicular traffic with respect to his/her own operations and those of his/her
subcontractors and all suppliers in accordance with the subsection titled
MAINTENANCE OF TRAFFIC of Section 40 hereinbefore-specified and shall limit such
operations for the convenience and safety of the traveling public as specified in the
subsection titled LIMITATION OF OPERATIONS of Section 80 hereinafter.
70-08 BARRICADES. WARNING SIGNS. AND HAZARD MARKINGS. The
Contractor shall furnish, erect, and maintain all 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.
For vehicular and pedestrian traffic, the Contractor shall furnish, erect, and maintain
barricades, warning signs, lights and other traffic control devices in reasonable
conformity with the Manual of Uniform Traffic Control Devices for Streets and Highways
(published by the United States Government Printing Office).
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 AC 150/5340-1, Marking of Paved
Areas on Airports.
The Contractor shall furnish, erect, and maintain markings and associated lighting of
open trenches, excavations, temporary stockpiles, and his/her 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 150/5370-2,
Operational Safety on Airports During Construction Activity.
The Contractor shall identify each motorized vehicle or piece of construction equipment
in reasonable conformance to AC 150/5370-2.
The Contractor shall furnish and erect all barricades, warning signs, and markings for
hazards prior to commencing work which requires such erection and shall maintain the
barricades, warning signs, and markings for hazards until their dismantling is directed
by the Engineer.
Open-flame type lights shall not be permitted within the air operations areas of the
airport.
70-09 WORK ACCESS. Any haul roads, ditch crossings, storage areas, etc., that the
Contractor may require shall be constructed and maintained at the Contractor's
expense.
111-33
The Contractor shall not use runways, taxiways or other paved areas on the air
operations portions of the airport for access to and from the job site unless authorized
by the Owner. No equipment or vehicles will be allowed on the air operations portions of
the airport except as authorized by the Owner.
Any runways, taxiways or other paved areas damaged by the Contractor's vehicles or
equipment shall be required by the Contractor at no cost to the Owner.
From time to time when required, the Contractor shall move Contractor's vehicles or
equipment and men from along the edge of the runway/taxiway/apron to allow aircraft
operations on the pavement.
70-10 USE OF EXPLOSIVES. When the use of explosives is necessary for the
prosecution of the work, the Contractor shall exercise the utmost care not to endanger
life or property, including new work. The Contractor shall be responsible for all damage
resulting from the use of explosives.
All explosives shall be stored in a secure manner in compliance with all laws and
ordinances, and all such storage places shall be clearly marked. Where no local laws
or ordinances apply, storage shall be provided satisfactory to .the Engineer and, in
general, not closer than 1,000 feet (300 m) from the work or from any building, road, or
other place of human occupancy.
The Contractor shall notify each property owner and public utility company having
structures or facilities in proximity to the site of the work of his/her intention to use
explosives. Such notice shall be given sufficiently in advance to enable them to take
such steps as they may deem necessary to protect their property from injury.
The use of electrical blasting caps shall not be permitted on or within 1,000 feet (300 m)
of the airport property.
70-11 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 prosecution of the work, resulting from any pct, omission, neglect,
or misconduct in his/her manner or method of executing the work, or at any time due to
defective work or materials, and said responsibility will not be released until the project
shall have been completed and accepted.
When or where any direct or indirect damage or injury is done to public or private
property by or on account of any act, omission, neglect, or misconduct in the execution
of the work, or in consequence of the nonexecution thereof by the Contractor, he shall
111-34
restore. at his/her own expense, such property to a condition similar or equal to that
existing before such damage or injury was done, by repairing, or otherwise restoring as
may be directed, or he shall make good such damage or injury in an acceptable
manner.
70-12 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/her contract as may be considered necessary by the owner for such
purpose may be retained for the use of the owner or, in case no money is due, his/her
surety may be held until such suit or suits, action or actions, claim or claims for injuries
or damages as aforesaid 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 is adequately protected by public
liability and property damage insurance.
70-13 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 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.
70-14 OPENING SECTIONS OF THE WORK TO TRAFFIC. Should it be necessary
for the Contractor to complete portions of the contract work for the beneficial occupancy
of the owner prior to completion of the entire contract, such "phasing" of the work shall
be specified herein and indicated on the plans. When so specified, the Contractor shall
complete such portions of the work on or before the date specified or as otherwise
specified. The Contractor shall
make his/her own estimate of the difficulties involved in arranging his/her work to permit
such beneficial occupancy by the owner as described below:
Phase or Description
Required Date or Sequence of Owner's Beneficial Occupancy
Work Shown on Plan Sheet
Upon completion of any portion of the work listed above, such portion shall be accepted
by the owner in accordance with the subsection titled PARTIAL ACCEPTANCE of
Section 50.
111-35
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 that is not attributable to traffic which is permitted by the owner
shall be repaired by the Contractor at his/her expense.
The Contractor shall make his/her own estimate of the inherent difficulties involved in
completing the work under the conditions herein described and shall not claim any
added compensation by reason of delay or increased cost due to opening a portion of
the contract work.
70-15 CONTRACTOR'S RESPONSIBILITY FOR WORK. Until the Engineer's final
written acceptance of the entire completed work, excepting only those portions of the
work accepted in accordance with the subsection titled PARTIAL ACCEPTANCE of
Section 50, the Contractor shall have the charge and care thereof and shall take every
precaution against injury or damage to any part due to the action of the elements or
from any other cause, whether arising from the execution or from the nonexecution of
the work. The Contractor shall rebuild, repair, restore, and ma~e 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/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, seedings,
and soddings furnished under his/her contract, and shall take adequate precautions to
protect new tree growth and other important vegetative growth against injury.
70-16 CONTRACTOR'S RESPONSIBILITY FOR UTILITY SERVICE AND
FACILITIES OF OTHERS. As provided in the subsection 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 his/her operations to prevent the unscheduled
interruption of such utility services and facilities.
111-36
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:
Utility Service or Facility
Person to Contact (Name, Title, Address, & Phone)
Owner's Emergency Contact (Phone)
It is understood and agreed that the owner does not guarantee the accuracy or the
completeness of the location information relating to existing utility services, facilities, or
structures that may be shown on the plans or encountered in the work. Any inaccuracy
or omission in such information shall not relieve the Contractor of his/her responsibility
to protect such existing features from damage or unscheduled int~rruption of service.
It is further understood and agreed that the Contractor shall, upon execution of the
contract, notify the owners of all utility services or other facilities of his/her plan of
operations. Such notification shall be in writing addressed to THE PERSON TO
CONTACT as provided hereinbefore in this subsection and the subsection titled
RESTORATION OF SURFACES DISTURBED BY OTHERS of this section. A copy of
each notification shall be given to the Engineer.
In addition to the general written notification hereinbefore provided. it shall be the
responsibility of the Contractor to keep such individual owners advised of changes in
his/her plan of operations that would affect such owners.
Prior to commencing the work in the general vicinity of an existing utility service or
facility, the Contractor shall again notify each such owner of his/her plan of operation.
If, in the Contractor's opinion, the owner's assistance is needed to locate the utility
service or facility or the presence of a representative of the owner is desirable to
observe the work, such advice should be included in the notification. Such notification
shall be given by the most expeditious means to reach the utility owner's PERSON TO
CONTACT no later than two 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 day's notice hereinabove provided shall be
cause for the Engineer to suspend the Contractor's operations in the general vicinity of
a utility service or facility.
Where the outside limits of an underground utility service have been located and staked
on the ground, the Contractor shall be required to use excavation methods acceptable
to the Engineer within 3 feet (90 cm) of such outside limits at such points as may be
required to ensure protection from damage due to the Contractor's operations.
111-37
Should the Contractor damage or interrupt the operation of a utility service or facility by
accident or otherwise, he shall immediately notify the proper authority and the Engineer
and shall take all reasonable measures to prevent further damage or interruption of
service. The Contractor, in such events, shall cooperate with the utility service or facility
owner and the Engineer continuously until such damage has been repaired and service
restored to the satisfaction of the utility or facility owner.
The Contractor shall bear all costs of damage and restoration of service to any utility
service or facility due to his/her operations whether or not due to negligence or accident.
The contract owner reserves the right to deduct such costs from any monies due or
which may become due the Contractor, or his/her surety.
70-17 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.
70-18 PERSONAL LIABILITY OF PUBLIC OFFICIALS. In carrying out any of the
contract provisions or in exercising any power or authority granted to him by this
contract, there shall be no liability upon the Engineer, his/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.
70-19 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 estop the owner from correcting any
measurement, estimate, or certificate made before or after completion of the work, nor
shall the owner be precluded or estopped from recovering from the Contractor or his/her
surety, or both, such overpayment as may be sustained, or by failure on the part of the
Contractor to fulfill his/her obligations under the contract. A waiver on the part of the
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.
70-20 ENVIRONMENTAL PROTECTION. The Contractor shall comply with all
Federal, state, and local laws and regulations controlling pollution of the environment.
He shall take necessary precautions to prevent pollution of streams, lakes, ponds, and
reservoirs with fuels, oils, bitumens, chemicals, or other harmful materials and to
prevent pollution of the atmosphere from particulate and gaseous matter.
In the event of conflict between Federal, State or local laws, codes, ordinances, rules
and regulations concerning pollution control, the most restrictive applicable ones shall
apply. The Contractor shall pay special attention to the pollution control requirements of
111-38
the several specifications. Work items which may cause excessive pollution and shall
be closely controlled by the Contractor are:
(a) Clearing, grubbing, burning or other disposal.
(b) Stripping, excavation, and embankment.
(c) Drainage and ditching.
(d) Aggregate production, handling and placing.
(e) Cement, lime or other stabilization.
(f) Concrete and bituminous materials handling, production, and paving.
(g) Seeding, fertilizing, mulching and use of herbicides or insecticides.
(h) Contractor's own housekeeping items; haul roads; sanitary facilities; water
supply; equipment fueling, servicing an cleaning; job clean up and disposal.
When the Contractor submits his tentative progress schedule in accordance with
PROSECUTION and PROGRESS, Section 80, he shall also submit for acceptance of
the Engineer, his schedules for accomplishment of temporary and permanent erosion
control work, as are applicable for clearing, grading, structures at watercourses,
construction, and paving, and his proposed method of erosion control schedules and
methods of operations have been accepted by the Engineer.
All bituminous and Portland cement concrete proportioning plants shall meet state
requirements.
The following listed stipulations shall apply to this Contract unless more restrictive ones
are specified by the Plans, special provisions, laws, codes, ordinance, etc. Cost of
pollution control shall be incidental to the appropriate work items unless otherwise
specified.
(1) Control of Water Pollution and Siltation.
a. All work of water pollution and siltation control is subject to inspection by
the local and/or state government enforcing agent.
b. All applicable regulations of Fish and Wildlife agencies and statutes
relating to the prevention and abatement of pollution shall be complied
with in the performance of the Contract.
c. Construction operations shall be conducted in such manner as to reduce
erosion to the practicable minimum and to prevent damaging siltation of
watercourses, streams, lakes or reservoirs. The surface area or erodible
land, either on or off the airport site, exposed to the elements by clearing,
grubbing or grading operations, including gravel pits, waste or disposal
areas and haul roads, at anyone time, for this Contract, shall be subject to
approval of the Engineer and the duration of such exposure prior to final
trimming and finishing of the areas shall have full authority to order the
suspension of grading and other operations pending adequate and proper
performance of trimming, finishing and maintenance work or to restrict the
111-39
area of erodible land exposed to the elements.
d. Materials used for permanent erosion control measures shall meet the
requirements of the applicable Specifications. Gravel or stone, consisting
of durable particles of rock and containing only negligible quantities of
fines, shall be used for construction pads, haul roads and temporary roads
in or across streams.
e. Where called for on the Plans, a stilling basin shall be constructed to
prevent siltation in the steam from construction operations.
f. The disturbance of lands and waters that are outside the limits of
construction as staked is prohibited, except as found necessary and
approved by the Engineer.
g. The Contractor shall conduct his work in such manner as to prevent the
entry of fuels. oils, bituminous materials, chemicals, sewage or other
harmful materials into streams, rivers, lakes or reservoirs.
h. Water from aggregate washing or other operations containing sediment
shall be treated by filtration, by use of a settling basin or other means to
reduce the sediment content to a level acceptable to the local and/or state
governmental enforcing agent.
i. All waterways shall be cleared as soon as practicable of falsework, piling,
debris or other obstructions placed during construction operations and not
a part of the finished work. Care shall be taken during construction and
removal of such barriers to minimize the muddying of a stream.
j. The Contractor shall care for the temporary erosion and siltation control
measures during the period that the temporary measures are required and
for the permanent erosion control measures until the Contract has been
completed and accepted. Such care shall consist of the repair of areas
damaged by erosion, wind, fire or other causes.
k. Permanent and temporary erosion control work that is damaged due to the
Contractor's operations or where the work required is attributed to the
Contractor's negligence, carelessness or failure to install permanent
controls at the proper time, shall be repaired at the Contractor's expense.
(2) Open Burning of Combustible Wastes.
a. The Contractor shall obtain a burning permit from local authorities, where
applicable, prior to any burning.
b. All burning shall conform to the conditions of the permit, except that the
111-40
conditions herein shall apply if they are more restrictive.
c. No tires, oils (except atomize fuels applied by approved equipment),
asphalt, paint, or coated metals shall be permitted in combustible waste
piles.
d. Burning will not be permitted within 1,000 feet of a residential or built-up
area nor within 100 feet of any standing timber or flammable growth
unless otherwise specified.
e. Burning shall not be permitted unless the prevailing wind is away from a
nearby town or built-up area.
f. Burning shall not be permitted during a local air inversion or other climatic
condition as would result in a pall of smoke over a nearby town or built-up
area.
g. Burning shall not be permitted when the danger of brush of forest fires is
made known by Federal, State. or local officials.
h. The size and number of fires shall be restricted to avoid the danger or
brush or forest fires. Burning shall be done under surveillance of a
watchman who shall have fire-fighting equipment and tools readily
available.
(3) Control of Other air Pollutants.
a. Minimum possible areas of open grading, borrow or aggregate excavation
shall be exposed at one time, consistent with the progress of the Work.
b. Grading areas shall be kept at proper moisture conditions.
c. Sand or dust blows shall be temporarily mulches, with or without seeding,
or otherwise controlled with stabilizing agents.
d. Temporary roads, haul routes, traffic or work areas shall be stabilized with
dust palliative, penetration asphalt, wood chips, or other approved
measures to prevent dust pollution.
e. Cements, fertilizers, chemicals, volatiles, etc., shall be stored in proper
containers or with proper coverings to prevent accidental discharge into
the air.
f. Aggregates bins, cement bins, and dry material batch trucks shall be
properly covered to prevent loss of material to the air.
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g. Drilling, grinding and sand blasting apparatus shall be equipped with
water, chemical, or vacuum dust controlling systems.
h. Applications of chemicals and bitumens shall be held to recommended
rates.
I. Bituminous mixing plants shall be equipped with dust collectors as noted
in the Specifications.
j. Quarrying, batching, and mixing operations and the transfer of material
between trucks, bins, or stockpiles shall be properly. controlled to minimize
dust diffusion.
k. When necessary, certain operations shall be delayed until proper wind or
climatic conditions exist to dissipate or inhibit potential pollutants to the
satisfaction of the Engineer.
70-21 ARCHAEOLOGICAL AND HISTORICAL FINDINGS. Unless otherwise
specified in this subsection, the Contractor is advised that the site of the work is not
within any property, district, or site, and does not contain any building, structure. or
object listed in the current National Register of Historic Places published by the United
States Department of Interior.
Should the Contractor encounter, during his/her operations, any building, part of a
building. structure, or object which is incongruous with its surroundings, he shall
immediately cease operations in that location and notify the Engineer. The Engineer
will immediately investigate the Contractor's finding and will direct the Contractor to
either resume his/her operations or to suspend operations as directed.
Should the Engineer order suspension of the Contractor's operations in order to protect
an archaeological or historical finding, or order the Contractor fo perform extra work,
such shall be covered by an appropriate contract modification (change order or
supplemental agreement) as provided in the subsection titled EXTRA WORK of Section
40 and the subsection titled PAYMENT FOR EXTRA WORK AND FORCE ACCOUNT
WORK of Section 90. If appropriate, the contract modification shall include an
extension of contract time in accordance with the subsection titled DETERMINATION
AND EXTENSION OF CONTRACT TIME of Section 80.
70-22 INSURANCE. The Contractor shall not commence work under this Contract until
he has obtained and provided insurance of the character specified in the special
provisions which will provide adequate protection to the Owner and the Contractor
against all liabilities, damages and accidents, nor shall he commence work until such
insurance has been approved by the Owner. Neither approval by the Owner, nor a
failure to disapprove insurance furnished by a Contractor shall release the Contractor of
full responsibility for liability, damages and accidents as set forth herein. The Contractor
shall maintail~ such required insurance in force during the life of this Contract, and no
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modification or change in insurance coverage and provisions shall be made without
thirty (30) days written advance notice to the Owner.
The Contractor shall furnish certificates of insurance to the Owner prior to commencing
any operations under this Contract, which certificates shall clearly indicate that the
Contractor has obtained insurance, in this type, amount and classification, in strict
compliance with this subsection.
70-23 SUBMITTAL OF WAGE RATE SUMMARY. It shall be a condition of this
Contract and shall be made a condition of all Sub-contractors entered into pursuant to
this Contract, that the Contractor and any Sub-Contractor will submit to the Owner
weekly, one copy of the Summary of Wage Rates.
END OF SECTION 70
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SECTION 80
PROSECUTION AND PROGRESS
80-01 SUBLETTING OF CONTRACT. The owner will not recognize any subcontractor
on the work. The Contractor shall at all times when work is in progress be represented
either in person, by a qualified superintendent, or by other designated, qualified
representative who is duly authorized to receive and execute orders of the Engineer.
Should the Contractor elect to assign his/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. In case of
approval, the Contractor shall file copies of all subcontracts with the Engineer.
80-02 PRE-CONSTRUCTION CONFERENCE. After the award of the Contract and
prior to the issuance of the "Notice to Proceed", a conference will be held to discuss the
"Notice to Proceed" date, to establish procedures for handling shop drawings and other
submissions and for processing applications for payment, and to establish a working
understanding between the parties as to the project.
80-03 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.
80-04 PROSECUTION AND PROGRESS. Unless otherwise specified, the Contractor
shall submit his/her 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 his/her operations to provide such additional
materials, equipment, and labor necessary to meet the revised schedule. Should the
prosecution of the work be discontinued for any reason, the Contractor shall notify the
Engineer at least 24 hours in advance of resuming operations.
For AlP contracts, the Contractor shall not commence any actual construction prior to
the date on which the notice to proceed is issued by the owner.
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80-05 LIMITATION OF OPERATIONS. The Contractor shall control his/her operations
and the operations of his/her subcontractors and all suppliers so as to provide for the
free and unobstructed movement of aircraft in the AIR OPERATIONS AREAS of the
airport.
When the work requires the Contractor to conduct his/her operations within an AIR
OPERATIONS AREA of the airport, the work shall be coordinated with airport
management (through the Engineer) at least 48 hours prior to commencement of such
work. The Contractor shall not close an AIR OPERATIONS AREA until so authorized
by the Engineer and until the necessary temporary marking and associated lighting is in
place as provided in the subsection titled BARRICADES, WARNING SIGNS, AND
HAZARD MARKINGS of Section 70.
When the contract work requires the Contractor to work within an AIR OPERATIONS
AREA of the airport on an intermittent basis (intermittent opening and closing of the AIR
OPERATIONS AREA), the Contractor shall maintain constant communications as
hereinafter specified; immediately obey all instructions to vacate the AIR OPERATIONS
AREA; immediately obey all instructions to resume work in such AIR OPERATIONS
AREA. Failure to maintain the specified communications or to obey instructions shall be
cause for suspension of the Contractor's operations in the AIR OPERATIONS AREA
until the satisfactory conditions are provided. The following AIR OPERATIONS AREA
(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:
AOA
TIME PERIODS AOA CAN BE CLOSED
TYPE OF COMMUNICATIONS REQUIRED WHEN WORKING IN AN AOA
CONTROL AUTHORITY
80-06 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.
All equipment which is proposed to be used on the work shall be of sufficient size and in
such mechanical condition as to met 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.
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When the methods and equipment to be used by the Contractor in accomplishing the
work are not prescribed in the contract, the Contractor is free to use any methods or
equipment that will accomplish the work in conformity with the requirements of the
contract, plans, and specifications.
When the contract specifies the use of certain methods and equipment, such methods
and equipment shall be used unless others are authorized by the Engineer. If the
Contractor desires to use a method or type of equipment other than specified in the
contract, he may request authority from the Engineer to do so. The request shall be in
writing and shall include a full description of the methods and equipment proposed and
of the reasons for desiring to make the change. If approval is given, it will be on the
condition that the Contractor will be fully responsible for producing work in conformity
with contract requirements. If, after trial use of the substituted methods or equipment,
the Engineer determines that the work produced does not meet contract requirements,
the Contractor shall discontinue the use of the substitute method or equipment and shall
complete the remaining work with the specified methods and equipment. The
Contractor shall remove any deficient work and replace it with work of specified quality,
or take such other corrective action as the Engineer may direct. No change will be
made in basis of payment for the contract items involved nor in contract time as a result
of authorizing a change in methods or equipment under this subsection.
80-07 TEMPORARY SUSPENSION OF THE WORK. The Engineer shall have the
authority to suspend the work wholly, or in part, for such period or periods as he may
deem necessary, due to unsuitable weather, or such other conditions as are considered
unfavorable for the prosecution of the work, or for such time as is necessary due to the
failure on the part of the Contractor to carry out orders given or perform any or all
provisions of the contract.
In the event that the Contractor is ordered by the Engineer, in writing, to suspend work
for some unforeseen cause not otherwise provided for in the contract and over which
the Contractor has no control, the Contractor may be reimbursed for actual money
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 w!th the Engineer within
the time period stated in the Engineer's order to resume work. The Contractor shall
submit with his/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 Contractor, 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. He shall take every precaution to prevent damage or
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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.
80-08 DETERMINATION AND EXTENSION OF CONTRACT TIME. The number of
calendar or working days allowed for completion of the work shall be stated in the
proposal and contract and shall be known as the CONTRACT TIME.
Should the contract time require extension for reasons beyond the Contractor's control,
it shall be adjusted as follows:
A. CONTRACT TIME based on WORKING DAYS shall be calculated weekly by the
Engineer. The Engineer will furnish the Contractor a copy of his/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/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 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 Engineer for reasons not the fault
of the Contractor, shall not be charged against the contract time.
2) The Engineer will not make charges against the contract time prior
to the effective date of the notice to proceed.
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 titled
FINAL ACCEPTANCE of Section 50.
5) The Contractor will be allowed 1 week in which to file a written
protest setting forth his/her objections to the Engineer's weekly
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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 titled INTERPRETATION OF
ESTIMATED PROPOSAL QUANTITIES of Section 20. Should the satisfactory
completion of the contract require performance of work in greater quantities than
those estimated in the 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 nonwork days.
All calendar days elapsing between the effective dates of the Engineer's orders
to suspend and resume all work, due to causes not the fault of the Contractor,
shall be excluded.
At the time of final payment, the contract time shall be increased in the same
proportion as the cost of the actually completed quantities bears to the cost of the
originally estimated quantities in the proposal. Such increase in the contract time
shall not consider either 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 completed.
If the Contractor finds it impossible for reasons beyond his/her control to
complete the work within the contract time as specified, or as extended in
accordance with the provisions of this subsection, he may, at any time prior to
the expiration of the contract time as extended, make a written request to the
Engineer for an extension of time setting forth the reasons which he believes will
justify the granting of his/her request. The Contractor's plea that insufficient time
was specified is not a valid reason for extension of time. If the Engineer finds
that the work was delayed because of conditions beyond the control and without
the fault of the Contractor, he may extend the time for completion in such amount
as the conditions justify. The extended time for completion shall then be in full
force and effect, the same as though it were the original time for completion.
80-09 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
111-48
(including all extensions and adjustments as provided in the subsection 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/her surety. Such deducted sums
shall not be deducted as a penalty but shall be considered as liquidation of a
reasonable portion of damages that will be incurred by the owner should the Contractor
fail to complete the work in the time provided in his/her contract.
Permitting the Contractor to continue and finish the work or any part of it after the time
fixed for its completion, or after the date to which the time for completion may have
been extended, will in no way operate as a wavier on the part of the owner of any of its
rights under the contract.
80-10 DEFAULT AND TERMINATION OF CONTRACT. The Contractor shall be
considered in default of his/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
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 prosecution of the work, or
E. Fails to resume work which has been discontinued within a reasonable
time after notice to do so, or
F. Becomes insolvent or is declared bankrupt, or commits any act of
bankruptcy or insolvency, or
G. Allows any final judgment to stand against him 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
hereinbefore, he shall immediately give written notic,~ to the Contractor and the
111-49
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 prosecution of the work out of the hands of the Contractor. The owner may
appropriate or use any or all materials and equipment that have been mobilized for use
in the work and are acceptable and may enter into an agreement for the completion of
said contract according to the terms and provisions thereof, or use such other methods
as in the opinion of the Engineer will be required for the completion of said contract in
an acceptable manner.
All costs and charges incurred by the owner, together with the cost of completing the
work under contract, will be deducted from any monies due or which may become due
the Contractor. If such expense exceeds the sum which would have been payable
under the contract, then the Contractor and the surety shall be liable and shall pay to
the owner the amount of such excess.
80-11 TERMINATION FOR NATIONAL EMERGENCIES. The owner shall terminate
the contract or portion thereof by written notice when the Contractor is prevented from
proceeding with the construction contract as a direct result of an Executive Order of the
President with respect to the prosecution of war or in the interest of national defense.
When the contract, or any portion thereof, is terminated before completion of all items of
work in the contract, payment will be made for 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/her responsibilities for the completed work nor shall it relieve his/her surety of its
obligation for and concerning any just claim arising out of the work performed.
END OF SECTION 80
III-50
SECTION 90
MEASUREMENT AND PAYMENT
90-01 MEASUREMENT OF QUANTITIES. All work completed under the contract will
be measured by the Engineer, or his/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 meter) or less. Unless otherwise specified,
transverse measurements for area computations will be the neat dimensions shown on
the plans or ordered in writing by the Engineer.
Structures will be measured according to neat lines shown on the plans or as altered to
fit field conditions.
Unless otherwise specified, all contract items which are measured by the linear foot
such as electrical ducts, conduits, pipe culverts, underdrains, and similar items shall be
measured parallel to the base or foundation upon which such items are placed.
In computing volumes of excavation the average end area method or other acceptable
methods will be used.
The thickness of plates and galvanized sheet used in the manufacture of corrugated
metal pipe, metal plate pipe culverts and arches, and metal cribbing will be specified
and measured in decimal fraction of inches.
The term "ton" will mean the short ton consisting of 2,000 pounds (907 kilograms)
avoirdupois. All materials which 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 be paid for. However, car weights will
not be acceptable for material to be passed through mixing plants. Trucks used to haul
material being paid for by weight shall be weighed empty daily at such times as the
Engineer directs, and each truck shall bear a plainly legible identification mark.
Materials to be measured by volume in the hauling vehicle shall be hauled in approved
vehicles and measured therein at the point of delivery. Vehicles for this purpose may
be of any size or type acceptable to the Engineer, provided that the body is of such
shape that the actual contents may be readily and accurately determined. All vehicles
III-51
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 Engin~er 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 (kilogram). When
measured by volume, such volumes will be measured at 60 F (15 C) or will be corrected
to the volume at 60 F (15 C) using ASTM D 1250 for asphalts or ASTM D 633 for tars.
Net certified scale weights or weights based on certified volumes in the case of rail
shipments will be used as a basis of measurement, subject to correction when
bituminous material has been lost from the car or the distributor. wasted, or otherwise
not incorporated in the work.
When bituminous materials are shipped by truck or transport, net certified weights by
volume, subject to correction for loss or foaming, may be used for computing quantities.
Cement will be measured by the ton (kilogram) or hundredweight (kilogram).
Timber will be measured by the thousand feet board measure (M.F.B.M.) 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 titled PAYMENT FOR EXTRA AND
FORCE ACCOUNT WORK of this section.
When standard manufactured items are specified such as fence, wire, plates, rolled
shapes, pipe conduit, etc., and these items are identified by gag'e, 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,
III-52
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 one-half percent 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 1 percent of the nominal rated capacity
of the scale, but not less than 1 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 kilogram) 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 1
percent.
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 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.
III-53
90-02 SCOPE OF PAYMENT. The Contractor shall receive and accept compensation
provided for in the contract as full payment for furnishing all materials, for performing all
work under the contract in a complete and acceptable manner, and for all risk, loss,
damage, or expense of whatever character arising out of the nature of the work or the
prosecution thereof, subject to the provisions of the subsection titled NO WAIVER OF
LEGAL RIGHTS of Section 70.
When the "basis of payment" subsection of 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 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/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 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 EXT~~A AND FORCE ACCOUNT WORK. Extra work,
III-54
performed in accordance with the subsection titled EXTRA WORK of Section 40, will be
paid for at the contract prices or agreed prices specified in the change order or
supplemental agreement authorizing 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 based on expended labor.
equipment, and materials plus a negotiated and agreed upon allowance for overhead
and profit.
A. 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.
B. Comparison of Record. The Contractor and the Engineer shall compare
records of the cost of force account work at the end of each day.
Agreement shall be indicated by signature of the Contractor and the
Engineer or their duly authorized representatives.
C. Statement. No payment will be made for work performed on a force
account basis until the Contractor has 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 foreman.
2) Designation, dates, daily hours, total hours, rental rate, and
extension for each unit of machinery and equipment.
3) Quantities of materials, prices, and extensions.
4) Transportation of materials.
5) Cost of property damage, liability and workman's compensation
insurance premiums, unemployment insurance contributions, and
social secu rity tax.
Statements shall be accompanied and supported by a receipted invoice for all materials
used and transportation charges. However, if materials used on ~he force account work
are not specifically purchased for such work but are taken from the Contractor's stock,
then in lieu of the invoices the Contractor shall furnish an affidavit certifying that such
materials were taken from his/her stock, that the quantity claimed was actually used.
and that the price and transportation claimed represent the actual cost to the
Contractor.
III-55
90-06 PARTIAL PAYMENTS. Partial payments will be made at least once each month
as the work progresses. Said payments will be based upon estimates prepared by the
Engineer of the value of the work performed and materials complete in place in
accordance with the contract, plans, and specifications. Such partial payments may
also include the delivered actual cost of those materials stockpiled and stored in
accordance with the subsection titled PAYMENT FOR MATERIALS ON HAND of this
section.
No partial payment will be made when the amount due the Contractor since the last
estimate amounts to less than five hundred dollars.
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 titled
PAYMENT OF WITHHELD FUNDS of this section. The balance (90 percent) of the
amount payable, less all previous payments, shall be certified for payment. Should the
Contractor exercise his/her option, as provided in the subsection titled PAYMENT OF
WITHHELD FUNDS of this section, no such 10 percent retainage shall be deducted.
When not less than 95 percent of the work has been completed the Engineer may, at
his/her discretion and with the consent of the surety, prepare an estimate from which
will be retained an amount not less than twice the contract value or estimated cost,
whichever is greater, of the work remaining to be 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 Engineer to be a part of the
final quantity for the item of work in question. .
No partial payment shall bind the owner to the acceptance of any materials or work in
place as to quality or quantity. All partial payments are subject to correction at the time
of final payment as provided in the subsection titled ACCEPTANCE AND FINAL
PAYMENT of this section.
90-07 PAYMENT FOR MATERIALS ON HAND. Partial payments may be made to the
extent of the delivered cost of materials to be incorporated in the work, provided that
such materials meet the requirements of the contract, plans, and specifications and are
delivered to acceptable sites on the airport property or at other sites in the vicinity that
are acceptable to the owner. Such delivered costs of stored or stockpiled materials may
be included in the next partial payment after the following conditions are met:
A. The material has been stored or stockpiled in a manner acceptable to the
Engineer at or on an approved site.
III-56
B. The Contractor has furnished the Engineer with acceptable evidence of
the quantity and quality of such stored or stockpiled materials.
C. The Contractor has furnished the Engineer with 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 anytime 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/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, he/she may
request that the owner accept (in lieu of the 10 percent retainage on partial payments
described in the subsection titled PARTIAL PAYMENTS of this section) the Contractor's
deposits in escrow under 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 10 percent 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.
III-57
90-09 ACCEPTANCE AND FINAL PAYMENT. When the contract work has been
accepted in accordance with the requirements of the subsection titled FINAL
ACCEPTANCE of Section 50, the Engineer will prepare the final estimate of the items of
work actually performed. The Contractor shall approve the Engineer's final estimate or
advise the Engineer of his/her objections to the final estimate which are based on
disputes in measurements or computations of the final quantities to be paid under the
contract as amended by change order or supplemental agreement. The Contractor and
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 titled CLAIMS FOR ADJUSTMENT AND DISPUTES of
Section 50.
After the Contractor has approved, or approved under protest, the Engineer's final
estimate, final payment will be processed based on the entire sum, or the undisputed
sum in case of approval under protest, determined to be due the Contractor 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 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.
END OF SECTION 90
III-58
SECTION 100
CONTRACTOR QUALITY CONTROL PRO~RAM
100-01 GENERAL. When the specifications require 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 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 herein 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, his/her 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 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.
100-02 DESCRIPTION OF PROGRAM.
A. General Description. The Contractor shall establish a Quality Control
Program to perform 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
III-59
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 which shall be reviewed 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 at least seven (7) calendar days before the
Preconstruction Conference.
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;
F. Documentation of quality control activities; and
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 he/she deems necessary to adequately control all production and/or
construction processes required by this contract.
100-03 QUALITY CONTROL ORGANIZATION. The Contractor's 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 utilized 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
111-60
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 consist of the following minimum personnel:
A. Program Administrator. The Program Administrator shall be a full-time
employee of the Contractor, or a consultant engaged by the Contractor.
The Program Administrator shall have a minimum of 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 1 of the following requirements:
1) Professional engineer with 1 year of airport paving experience
acceptable to the Engineer.
2) Engineer-in-training with 2 years of airport paving experience
acceptable to the Engineer.
3) An individual with 3 years of highway and/or airport paving
experience acceptable to the Engineer, 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.
6) Highway construction technician certified at Level III by NICET.
7) A NICET certified engineering technician in Civil Engineering
Technology with 5 years of highway and/or airport paving
experience acceptable to the Engineer.
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 2 hours after being
111-61
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 " or higher construction
materials technician or highway construction technician and shall have a
minimum of 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
Section 100-06.
2) Performance of all quality control tests as required by the technical
specifications and Section 100-07.
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), 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 (e.g., mix designs, material certifications) and shop drawings required by the
111-62
technical specifications. The listing can be developed in a spreadsheet format and shall
include:
A. Specification item number;
B. Item description;
C. Description of submittal;
D. Specification paragraph requiring submittal; and
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 Section 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 utilized 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 utilized 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 utilized.
8. During field operations, quality control test results and periodic inspections
shall be utilized to ensure the quality of all materials and workmanship. All
equipment utilized 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 utilized.
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.
111-63
The testing plan can be developed in a spreadsheet fashion and shall, as a minimum,
include the following:
A. Specification item number (e.g., P-401);
B. Item description (e.g., Plant Mix Bituminous Pavements);
C. Test type (e.g., gradation, grade, asphalt content);
D. Test standard (e.g., ASTM or AASHTO test number, as applicable);
E. Test frequency (e.g., as required by technical specifications or minimum
frequency when requirements are not stated);
F. Responsibility (e.g., plant technician); and
G. Control requirements (e.g., target, permissible deviations).
The testing plan shall contain a statistically-based procedure of random sampling for
acquiring test samples in accordance with ASTM D 3665. 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
Section 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 on a form acceptable to the Engineer. These
technician's daily reports shall provide factual evidence that continuous
" 1-64
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; and
7) 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 which 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;
6) Test results;
7) Causes for rejection;
8) Recommended remedial actions; and
111-65
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 utilize 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
herein 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/her authorized representative to the Contractor or
his/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's Quality Control Progwm or the contract provisions, or where
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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
action is taken.
END OF SECTION 100
111-67
SECTION 110
METHOD OF ESTIMATING PERCENTAGE OF
MATERIAL WITHIN SPECIFICATION LIMITS (PWL)
110-01 GENERAL. When the specifications provide for material to be sampled and tested on a
statistical basis, the material will be evaluated for acceptance in accordance with this section.
All test results for a lot will be analyzed statistically, using procedures to determine the total
estimated percent of the lot that is within specification limits. This concept, termed percent
within limits (PWL), is a statistically based evaluation method, whereby the PWL is computed on
a lot basis, using the average (X) and standard deviation (Sn) of the specified number (n) of
sublot tests 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(s) (QL for
Lower Quality Index and/or QU for Upper Quality Index) is computed and the PWL for the
specified n is determined from Table 1.
There is some degree of uncertainty (risk) in the measurement for acceptance because only a
small fraction of production material (the population) is sampled and tested. This uncertainty
exists because all portions 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 deviation) 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 sampled and tested at the frequencies specified.
110-02 METHOD FOR COMPUTING PWL. The computational sequence for computing the
PWL is as follows: .
A. Divide the lot into n sublots in accordance with the acceptance requirements of
the specification.
B. Locate the sampling position within the sublot in accordance with the random
sampling 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. Average all sublot values within the lot to find X by using the following formula:
X = (x1 + x2 + x3 + . . .xn) / n
Where:
X = Average of all sublot values within a lot
x1, x2 = Individual sublot values
111-68
n = Number of sublots
E. Find the standard deviation Sn by use of the following formula:
Sn = SQRT[(d1*d1 + d2*d2 + d3*d3 + . . .dn*dn) I (n-1)]
Where:
Sn = standard deviation of the number of sublot values in the set
d1, d2 = deviations of the individual sublot values X1, X2 . . . from the
average value X
that is: d1 = (x1 - X), d2 = (xn - X) . . dn = (xn - X)
n = number of sublots
F. For single sided specification limits (i.e., L only), compute the Lower Quality
Index QL by use of the following formula:
QL = (X - L) I Sn
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 (i.e. Land U), compute the Quality Indexes
QL and QU by use of the following formulas:
QL = (X - L) I Sn and QU = (U - X) I Sn
Where:
Land U = specification lower and upper tolerance limits
Estimate the percentage of material between the lower (L) and upper (U) tolerance limits (PWL)
by entering Table 1 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
EXAMPLE OF PWL CALCULATION
Project:
Test Item:
Example Project
Item P-401, Lot A.
A.
PWL Determination for Mat Density.
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1) Density of four random cores taken from Lot A.
A-1 96.60
A-2 97.55
A-3 99.30
A-4 98.35
n=4
2) Calculate average density for the lot.
x = (x1 + x2 + x3 + . . xn) / n
x = (96.60 + 97.55 + 99.30 + 98.35) /4
x = 97.95 percent density
3) Calculate the standard deviation for the lot.
Sn = SORT[ ( (96.60 - 97.95)*(96.60 - 97.95) +
(97.55 - 97.95)*(97.55 - 97.95) +
(99.30 - 97.95)*(99.30 - 97.95) +
(98.35 - 97.95)*(98.35 - 97.95)) / (4 - 1)]
Sn = SORT[ (1.82 + 0.16 + 1.82 + 0.16) /3]
Sn = 1.15
4) Calculate the Lower Quality Index OL for the lot. (L=96.3)
QL = (X -L) / Sn
OL = (97.95 - 96.30) /1.15
OL = 1.4384
5) Determine PWL by entering Table 1 with OL= 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.
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x = (x1 + x + x3 . . n) / n
x = (5.00 + 3.74 + 2.30 + 3.25) / 4
x = 3.57 percent
3) Calculate the standard deviation Sn for the lot.
Sn = SQRT[ ( (3.57 - 5.00)*(3.57 - 5.00) +
(3.57 - 3.74)*(3.57 - 3.74) +
(3.57 - 2.30)*(3.57 - 2.30) +
(3.57 - 3.25)*(3.57 - 3.25))/(4 - 1)]
Sn = SQRT[(2.04 + 0.03 + 1.62 + 0.10 ) / 3]
Sn = 1.12
4) Calculate the Lower Quality Index QL for the lot. (L= 2.0)
QL = (X - L) / Sn
aL = (3.57 - 2.00) / 1.12
QL = 1.3992
5) Determine PL by entering Table 1 with aL = 1.40 and n = 4.
PL = 97
6) Calculate the Upper Quality Index au for the lot. (U= 5.0)
QU = (U - X) / Sn
au = (5.00 - 3.57) / 1.12
au = 1.2702
7) Determine PU by entering Table 1 with QU = 1.27 and n = 4.
PU = 93
8) Calculate Air Voids PWL
PWL = (PL + PU) - 100
PWL = (97 + 93) - 100 = 90
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TABLE 1. TABLE FOR ESTIMATING PERCENT OF LOT WITHIN LIMITS (PWL)
Percent Within Positive Values of Q (QL and QU)
Limits
(PL and PU) n=3 n=4 n=5 n=6 n=7 n=8
99 1.1541 1.4700 1.6714 1.8008 1.8888 1.9520
98 1 .1524 1 .4400 1.6016 1 .6982 1 .7612 1.8053
97 1 .1496 1 .41 00 1.5427 1.6181 1.6661 1.6993
96 1 .1456 1 .3800 1 .4897 1.5497 1.5871 1.6127
95 1 .1405 1.3500 1.4407 1 .4887 1.5181 1.5381
94 1 . 1342 1 .3200 1.3946 1 .4329 1.4561 1.4 716
93 1 .1269 1 .2900 1 .3508 1.3810 1.3991 1.4112
92 1.1184 1 .2600 1 .3088 1.3323 1.3461 1 .3554
91 1 .1 089 1 .2300 1 .2683 1 .2860 1 .2964 1.3032
90 1.0982 1 .2000 1 .2290 1 .2419 1.2492 1 .2541
89 1.0864 1.1700 1 . 1909 1.1995 1 .2043 1.2075
88 1.0736 1 .1400 1.1537 1.1587 1.1613 1 .1630
87 1.0597 1 . 11 00 1 .1173 1.1191 1 . 11 99 1 .1204
86 1.0448 1.0800 1.0817 1.0808 1.0800 1.0794
85 1.0288 1.0500 1.0467 1.0435 1.0413 1.0399
84 1.0119 1.0200 1.0124 1.0071 1.0037 1.0015
83 0.9939 0.9900 0.9785 0.9715 0.9672 0.9643
82 0.9749 0.9600 0.9452 0.9367 0.9325 0.9281
81 0.9550 0.9300 0.9123 0.9025 0.8966 0.8928
80 0.9342 0.9000 0.8799 0.8690 0.8625 0.8583
79 0.9124 0.8700 0.8478 0.8360 0.8291 0.8245
78 0.8897 0.8400 0.8160 0.8036 0.7962 0.7915
77 0.8662 0.8100 0.7846 0.7716 0.7640 0.7590
76 0.8417 0.7800 0.7535 0.7401 0.7322 0.7271
75 0.8165 0.7500 0.7226 0.7089 0.7009 0.6958
74 0.7904 0.7200 0.6921 0.6781 0.6701 0.6649
73 0.7636 0.6900 0.6617 0.6477 0.6396 0.6344
72 0.7360 0.6600 0.6316 0.6176 0.6095 0.6044
71 0.7077 0.6300 0.6016 0.5878 0.5798 0.5747
70 0.6787 0.6000 0.5719 0.5583 0.5504 0.5454
69 0.6490 0.5700 0.5423 0.5290 0.5213 0.5164
68 0.6187 0.5400 0.5129 0.4999 0.4924 0.4877
67 0.5878 0.5100 0.4836 0.4710 0.4638 0.4592
66 0.5563 0.4800 0.4545 0.4424 0.4354 0.4310
65 0.5242 0.4500 0.4255 0.4139 0.4073 0.4031
64 0.4916 0.4200 0.3967 0.3856 0.3793 0.3753
63 0.4586 0.3900 0.3679 0.3575 0.3515 0.3477
62 0.4251 0.3600 0.3392 0.3295 0.3239 0.3203
61 0.3911 0.3300 0.3107 0.3016 0.2964 0.2931
60 0.3568 0.3000 0.2822 0.2738 0.2691 0.2660
59 0.3222 0.2700 0.2537 0.2461 0.2418 0.2391
58 0.2872 0.2400 0.2254 0.2186 0.2147 0.2122
57 0.2519 0.2100 0.1971 0.1911 0.1877 0.1855
56 0.2164 0.1800 0.1688 0.1636 0.1607 0.1592
55 0.1806 0.1500 0.1408 0.1363 0.1338 0.1322
54 0.1447 0.1200 0.1125 0.1090 0.1070 0.1057
53 0.1087 0.0900 0.0843 0.0817 0.0802 0.0792
52 0.0725 0.0600 0.0562 0.0544 0.0534 0.0528
51 0.0363 0.0300 0.0281 0.0272 0.0267 0.0264
50 0.0 0.0 0.0 0.0 0.0 0.0
111-72
TABLE 1. TABLE FOR ESTIMATING PERCENT OF LOT WITHIN LIMITS (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
49 -0.0363 -0.0300 -0.0281 -0.0272 -0.0267 -0.0264
48 -0.0725 -0.0600 -0.0562 -0.0544 -0.0534 -0.0528
47 -0.1087 -0.0900 -0.0843 -0.0817 -0.0802 -0.0792
46 -0.1447 -0.1200 -0.1125 -0.1090 -0.1070 -0.1057
45 -0.1806 -0.1500 -0.1408 -0.1363 -0.1338 -0.1322
44 -0.2164 -0.1800 -0.1688 -0.1636 -0.1607 -0.1592
43 -0.2519 -0.2100 -0.1971 -0.1911 -0.1877 -0.1855
42 -0.2872 -0.2400 -0.2254 -0.2186 -0.2147 -0.2122
41 -0.3222 -0.2700 -0.2537 -0.2461 -0.2418 -0.2391
40 -0.3568 -0.3000 -0.2822 -0.2738 -0.2691 -0.2660
39 -0.3911 -0.3300 -0.3107 -0.3016 -0.2964 -0.2931
38 -0.4251 -0.3600 -0.3392 -0.3295 -0.3239 -0.3203
37 -0.4586 -0.3900 -0.3679 -0.3575 -0.3515 -0.3477
36 -0.4916 -0.4200 -0.3967 -0.3856 -0.3793 -0.3753
35 -0.5242 -0.4500 -0.4255 -0.4139 -0.4073 -0.4031
34 -0.5563 -0.4800 -0.4545 -0.4424 -0.4354 -0.4310
33 -0.5878 -0.5100 -0.4836 -0.4710 -0.4638 -0.4592
32 -0.6187 -0.5400 -0.5129 -0.4999 -0.4924 -0.4877
31 -0.6490 -0.5700 -0.5423 -0.5290 -0.5213 -0.5164
30 -0.6787 -0.6000 -0.5719 -0.5583 -0.5504 -0.5454
29 -0.7077 -0.6300 -0.6016 -0.5878 -0.5798 -0.5747
28 -0.7360 -0.6600 -0.6316 -0.6176 -0.6095 -0.6044
27 -0.7636 -0.6900 -0.6617 -0.6477 -0.6396 -0.6344
26 -0.7904 -0.7200 -0.6921 -0.6781 -0.6701 -0.6649
25 -0.8165 -0.7500 -0.7226 -0.7089 -0.7009 -0.6958
24 -0.8417 -0.7800 -0.7535 -0.7401 -0.7322 -0.7271
23 -0.8662 -0.8100 -0.7846 -0.7716 -0.7640 -0.7590
22 -0.8897 -0.8400 -0.8160 -0.8036 -0.7962 -0.7915
21 -0.9124 -0.8700 -0.8478 -0.8360 -0.8291 -0.8245
20 -0.9342 -0.9000 -0.8799 -0.8690 -0.8625 -0.8583
19 -0.9550 -0.9300 -0.9123 -0.9025 -0.8966 -0.8928
18 -0.9749 -0.9600 -0.9452 -0.9367 -0.9325 -0.9281
17 -0.9939 -0.9900 -0.9785 -0.9715 -0.9672 -0.9643
16 -1.0119 -1.0200 -1.0124 -1.0071 -1.0037 -1.0015
15 -1.0288 -1.0500 -1.0467 -1.0435 -1.0413 -1.0399
14 -1.0448 -1.0800 -1.0817 -1.0808 -1 .0800 -1.0794
13 -1.0597 -1 .1100 -1.1173 -1.1191 -1 .1199 -1 .1204
12 -1.0736 -1 .1400 -1.1537 -1.1587 -1.1613 -1 .1630
11 -1.0864 -1.1700 -1.1909 -1.1995 -1.2043 -1.2075
10 -1.0982 -1 .2000 -1 .2290 -1 .2419 -1.2492 -1.2541
9 -1.1089 -1 .2300 -1 .2683 -1 .2860 -1 .2964 -1.3032
8 -1 . 11 84 -1 .2600 -1.3088 -1 .3323 -1.3461 -1.3554
7 -1.1269 -1.2900 -1.3508 -1.3810 -1.3991 -1.4112
6 -1.1342 -1.3200 -1.3946 -1 .4329 -1.4561 -1.4716
5 -1.1405 -1.3500 -1.4407 -1.4887 -1.5181 -1.5381
4 -1 .1456 -1.3800 -1.4897 -1.5497 -1.5871 -1.6127
3 -1.1496 -1.4100 -1.5427 -1.6181 -1.6661 -1.6993
2 -1.1524 -1 .4400 -1.6016 -1.6982 -1.7612 -1.8053
1 -1.1541 -1.4700 -1.6714 -1.8008 -1.8888 -1.9520
111-73
SECTION 120
CONSTRUCTION CONTRACT CLAUSES
AIRPORT IMPROVEMENT PROGRAM
120-01 LABOR PROVISIONS
1. Each Sponsor entering into a Construction Contract over Two Thousand
Dollars ($2,000.00) for an Airport Development project is required to insert
in the Contract the following provisions from 29CFR 5.5. Each Contractor
is to include these provisions in each Construction Subcontract.
a. Minimum Wages
(1) All laborers and mechanics employed or working upon the
site of the work will be paid unconditionally and not less
often than once a week, and without subsequent deduction
or rebate on any account (except such payroll deductions as
are permitted by regulations issued by the Secretary of
Labor under the Copeland Act [29 CFR Part 3]), the full
amount of wages and bona fide fringe benefits (or cash
equivalents thereof) due at time of payment computed at
rates not less than those contained in the wage
determination of the Secretary of Labor which is attached
hereto and made a part hereof, regardless of any contractual
relationship which may be alleged to exist between the
Contractor and such laborers and mechanics. Contributions
made or costs reasonably anticipated for bona fide fringe
benefits under Section 1 (b )(2) of the Davis-Bacon Act on
behalf of laborers or mechanics are considered wages paid
to laborers or mechanics, subject to the provisions of
subparagraph a.(4) below; also, regular contributions made
or costs incurred for more than a weekly period (but not less
often than quarterly) under plans, funds, programs which
cover the particular weekly period, are deemed to be
constructively made or incurred during such weekly period.
Such laborers and mechanics shall be paid the appropriate
wage rate and fringe benefits on the wage determination for
the classification of Work actually performed, without regard
to skill, except as provided in paragraph d. of this clause.
Laborers or mechanics performing work in more than one
classification may be compensated at the rate specified for
each classification for the time actually worked therein:
Provided, that the employer's payroll records accurately set
forth the time spent in each classification in which work is
111-74
(2)
performed. The wage determination (including any additional
classification and wage rates conformed under a.(2) of this
Section) and the Davis-Bacon poster (WH-1321) shall be
posted at all times by the Contractor and its subcontractors
at the site of the Work in a prominent and accessible place
where it can easily be seen by the workers.
(I)
The Contracting Officer shall require that any class of
laborers or mechanics which is not listed in the wage
determination and which is to be employed under the
Contract shall be classified in conformance with the
wage determination. The Contracting Officer shall
approve an additional classification and wage rate
and fringe benefits therefore only when the following
criteria have been met:
(A) The Work to be performed by the classification
requested is not performed by a classification
in the wage determination; and
(B) The classification is utilized in the area by the
construction industry; and
(C) The proposed wage rate, including any bona
fide fringe benefits, bears a reasonable
relationship to the wage'rates contained in the
wage determination.
(ii) If the Contractor and the laborers and mechanics to
be employed in the classification (if known), or their
representatives, and the Contracting Officer agree on
the classification and wage rate (including the amount
designated for fringe benefits where appropriate), a
report of the action taken shall be sent by the
Contracting Officer to the Administrator of the Wage
and Hour Division, Employment Standards
Administration, U.S. Department of Labor,
Washington, D.C. 20210. The Administrator, or an
authorized representative, will approve, modify, or
disapprove every additional classification action within
thirty (30) days of receipt and so advise the
contracting officer or will notify the Contracting Officer
within the thirty (30) day period that additional time is
necessary. (Approved by the Office of Management
and Budget under OMB controlpumber 1215-0140.)
111-75
(iii) In the event the Contractor, the laborers or mechanics
to be employed in the classification or their
representatives, and the Contracting Officer do not
agree on the proposed classification and wage rate
(including the amount designated for fringe benefits
where appropriate), the Contracting Officer shall refer
the questions, including the views of all interested
parties and the recommendation of the contracting
officer, to the Administrator for determination. The
Administrator, or an authorized representative, will
issue a determination within thirty (30) days of receipt
and so advise or notify the Contracting Officer within
the thirty (30) day period that additional time is
necessary. (Approved by the Office of Management
and Budget under OMB control number 1215-0140.)
(iv) The wage rate (including fFinge benefits where
appropriate) determined pursuant to subparagraphs
(2)(ii) or (iii) of this paragraph, shall be paid to all
workers performing work in the classification under
this Contract from the first day on which work is
performed in the classification.
(3) Whenever the minimum wage rate prescribed in the Contract
for a class of laborers or mechanics includes a fringe benefit
which is not expressed as an hourly rate, the Contractor
shall either pay the benefit as stated in the wage
determination or shall pay another bona fide fringe benefit or
an hourly cash equivalent thereof.
(4) If the Contractor does not make payments to a trustee or
other third person, the Contractor may consider as part of
the wages of any laborer or mechanic the amount of any
costs reasonably anticipated in providing bona fide fringe
benefits under a plan or program, Provided, that the
Secretary of Labor has found, upon the written request of the
Contractor, that the applicable standards of the Davis-Bacon
Act have been met. The Secretary of Labor may require the
Contractor to set aside in a separate account assets for the
meeting of obligations under the Plan or Program.
(Approved by the Office of Management and Budget under
OMB control number 1215-0140.)
b. Withholding. The Federal Aviation Administration (FAA) shall
upon its own action or upon written request of an authorized
representative of the Department of Labor withhold or cause to be
111-76
withheld from the Contractor under this Contract or any other
Federal Contract with the same prime contractor, or any other
federally-assisted contract subject to Davis-Bacon prevailing wage
requirements, which is held by the same prime contractor, so much
of the accrued payments or advances as may be considered
necessary to pay laborers and mechanics, including apprentices,
trainees, and helpers, employed by the Contractor or any
subcontractor the full amount of wages requir.ed by the Contract. In
the event of failure to pay any laborer or mechanic, including any
apprentice, trainee or helper, employed or working on the site of
work, all or part of the wages required by the Contract, the FAA
may, after written notice to the Contractor, Sponsor, Applicant, or
Owner, take such action as may be necessary to cause the
suspension of any further payment, advance, or guarantee of funds
until such violations have ceased.
c. Payrolls and Basic Records.
(1) Payrolls and Basic Records relating thereto shall be
maintained by the Contractor during the course of the Work
and preserved for a period of three (3) years thereafter for all
laborers and mechanics working at the site of the Work.
Such records shall contain the name, address. and social
security number of each such worker, his or her correct
classification hourly rates of wages paid (including rates of
contributions or costs anticipated for bona fide fringe benefits
or cash equivalents thereof of the types described in section
1 (b )(2)(8) of the Davis-Bacon Act), daily and weekly number
of hours worked, deductions made and actual wages paid.
Whenever the Secretary of Labor has found under a(4) of
this clause that the wages of any laborer or mechanic
include the amount of any costs reasonably anticipated in
providing benefits under a plan or program described in
section 1 (b)(2)(B) of the Davis-Bacon Act, the Contractor
shall maintain records which show that the commitment to
provide such benefits is enforceable, that the Plan or
Program is financially responsible, and that the Plan or
Program has been communicated in writing to the laborers
or mechanics affected, and records which show the costs
anticipated or the actual costs incurred in providing such
benefits. Contractors employing apprentices or trainees
under approved programs shall maintain written evidence of
the registration of apprenticeship programs and certification
of trainee programs, the registration of the apprentices and
trainees, and the ratios and wage rates prescribed in the
applicable programs. (Approved by the Office of
111-77
(2)
Management and Budget under OMB control number 1215-
0140 and 1215-0017.)
(I)
The Contractor shall submit weekly, for each week in
which any contract work is performed, a copy of all
payrolls to the Applicant, Sponsor, or Owner, as the
case may be, for transmission to the FAA. The
payrolls submitted shall set out accurately and
completely all of the information required to be
maintained under paragraph c(1) above. This
information may be submitted in any form desired.
Optional Form WH-347 is available for this purpose
and may be purchased from the Superintendent of
Documents (Federal Stock Number 029-005-00014-
1), U.S. Government Printing Office, Washington,
D.C. 20402. The prime Contractor is responsible for
the submission of copies of payrolls by all
subcontractors. (Approved by the Office of
Management and Budget under OMB control number
1215-0149.)
(ii) Each payroll submitted shall be accompanied by a
"Statement of Compliance," signed by the Contractor
or subcontractor or his or her agent who pays or
supervises the payment of the persons employed
under the Contract and shall certify the following:
(A) That the payroll for the payroll period contains
the information required to be maintained
under paragraph c(1) above and that such
information is correct and complete;
(B) That each laborer and mechanic (including
each helper, apprentice and trainee) employed
on the Contract during the payroll period has
been paid the full weekly wages earned,
without rebate, either directly or indirectly and
that no deductions have been made either
directly or indirectly from 'the full wages earned,
other than permissible deductions as set forth
in Regulations 29 CFR Part 3;
(C) That each laborer or mechanic has been paid
not less than the applicable wage rates and
fringe benefits or cash equivalents for the
classification of work perfor,ned, as specified in
111-78
the applicable wage determination
incorporated into the Contract.
(iii) The weekly submission of a properly executed
certification set forth on the reverse side of Optional
Form WH-347 shall satisfy the requirement for
submission of the "Statement of Compliance" required
by paragraph c.(2)(b) of this section.
(iv) The falsification of any of the above certifications may
subject the Contractor or subcontractor to civil or
criminal prosecution under Section 1001 of Title 18
and Section 231 of Title 31 of the United States Code.
(3) The Contractor or subcontractor shall make the records
required under paragraph c.(1) of this section available for
inspection, copying or transcription by authorized
representatives of the FAA or the Department of Labor, and
shall permit such representatives to interview employees
during working hours on the job. If the Contractor or
subcontractor fails to submit the required records or to make
them available, the Federal agency may, after written notice
to the Contractor, sponsor. applicant or Owner, take such
action as may be necessary to cause the suspension of any
further payment, advance, or guarantee of funds.
Furthermore, failure to submit the required records upon
request or to make such records available may be grounds
for debarment action pursuant to 29 CFR 5.12.
d. Apprentices and Trainees
(1) Apprentices. Apprentices will be permitted to work at less
than the predetermined rate for the Work they performed
when they are employed pursuant to and individually
registered in a bona fide apprenticeship program registered
with the U.S. Department of Labor, Employment and
Training Administration, Bureau of Apprenticeship and
Training, or with a State Apprenticeship Agency recognized
by the bureau, or if a person is employed in his or her first
ninety (90) days of probationary employment as an
apprentice in such as apprenticeship program, who is not
individually registered in the program, but who has been
certified by the Bureau of Apprenticeship and Training or a
State Apprenticeship Agency (where appropriate) to be
eligible for probationary employment as an apprentice. The
allowable ratio of apprentices to journeymen on the job site
111-79
in any craft classification shall not be greater than the ratio
permitted to the Contractor as to the entire work force under
the registered program.
Any worker listed on a payroll at an apprentice wage rate,
who is not registered or otherwise employed as stated
above, shall be paid not less than the applicable wage rate
on the wage determination for the classification of work
actually performed. In addition, any apprentice performing
work on the job site in excess of the ratio permitted under
the registered program shall be paid not less than the
applicable wage rate on the wage determination for the work
actually performed. Where a Contractor is performing
construction on a project in a locality other than that in which
its program is registered, the ratios and wage rates
(expressed in percentages of the journeyman's hourly rate)
specified in the Contractor's or subcontractor's registered
program shall be observed. Every apprentice must be paid
at not less than the rate specified in the registered program
for the apprentice's level of progress, expressed as a
percentage of the journeymen hourly rate specified in the
applicable wage determination. Apprentices shall be paid
fringe benefits in accordance with the provisions of the
apprenticeship program. If the apprenticeship program does
not specify fringe benefits, apprentices must be paid the full
amount of fringe benefits listed on the wage determination
for the applicable classification. If the Administrator
determines that a different practice prevails for the
applicable apprentice classification, fringes shall be paid in
accordance with that determination. In the event the Bureau
of Apprenticeship and Training, or a State Apprenticeship
Agency recognized by the Bureau, withdraws approval of an
apprenticeship program, the Contractor will no longer be
permitted to utilize apprentices at less than the applicable
predetermined rate for the Work performed until an
acceptable program is approved.
(2) Trainees. Except as provided in 29 CFR 5.16, trainees will
not be permitted to work at less than the predetermined rate
for the Work performed unless they are employed pursuant
to and individually registered in a. program which has
received prior approval, evidenced by formal certification by
the U.S. Department of Labor, Employment and Training
Administration. The ratio of trainees to journeymen on the
job site shall not be greater that permitted under the Plan
approved by the Employment and Training Administration.
111-80
Every trainee must be paid at not less than the rate specified
in the approved program for the trainee's level of progress,
expressed as a percentage of the journeyman hourly rate
specified in the applicable wage -determination. Trainees
shall be paid fringe benefits in accordance with the
provisions of the trainee program. If the trainee program
does not mention fringe benefits, trainees shall be paid the
full amount of fringe benefits listed in the wage determination
unless the Administrator of the Wage and Hour Division
determines that there is an apprenticeship program
associated with the corresponding journeyman wage rate on
the wage determination which provides for less than full
fringe benefits for apprentices. Any employee listed on the
payroll at a trainee rate who is not registered and
participating in a training plan approved by the Employment
and Training Administration shall be paid not less than the
applicable wage rate on the wage determination for the
classification of work actually performed. In addition, any
trainee performing work on the job site in excess of the ratio
permitted under the registered program shall be paid not
less than the applicable wage rate on the wage
determination for the Work actually performed. In the event
the Employment and Training Administration withdraws
approval of a training program, the Contractor will no longer
be permitted to utilize trainees at less than the applicable
predetermined rate for the work performed until an
acceptable program is approved.
(3) Equal Employment Opportunity. The utilization of
apprentices, trainees and journeymen under this part shall
be in conformity with the Equal Employment Opportunity
requirements of Executive Order 11246. as amended, and
29 CFR Part 30.
e. Compliance with Copeland Act Requirements. The Contractor
shall comply with the requirements of 29 CFR Part 3, which are
incorporated by reference in this Contract.
f. Subcontracts. The Contractor or Subcontractor shall insert in any
subcontracts the clauses contained in paragraphs a through j of this
Contract and such other clauses as the FAA may by appropriate
instructions require, and also a clause requiring the subcontractors
to include these clauses in any lower tier subcontracts. The prime
contractor shall be responsible for the compliance by any
subcontractor or lower tier subcontractor with all the Contract
clauses in 29 CFR 5.5.
111-81
g. Contract Termination: Debarment. A breach of the Contract
clauses in 29 CFR 5.5 may be grounds for termination of the
Contract, and for the debarment as a Contractor and a
subcontractor as provided in 29 CFR 5.12.
h. Compliance with Davis-Bacon and Related Act Requirements.
All rulings and interpretations of the Davis-Bacon and Related Acts
contained in 29 CFR Parts 1, 3. and 5 are herein incorporated by
reference in this Contract.
I. Disputes Concerning Labor Standards. Disputes arising out of
the labor standards provisions of this Contract shall not be subject
to the general disputes clause of this Contract. Such disputes shall
be resolved in accordance with the procedures of the Department
of Labor set forth in 29 CFR Parts 5, 6 and 7. Disputes within the
meaning of this clause include disputes between the Contractor (or
any of its subcontractors) and the contracting agency, the U.S.
Department of Labor, or the employees of their representatives.
j. Certification of Eligibility.
(1) By entering into this Contract, the Contractor certifies that
neither it (nor he or she) nor any person or firm who has an
interest in the Contractor's firm is a person or firm ineligible
to be awarded Government contracts by virtue of section
3(a) of the Davis-Bacon Act or 29 CFR 5.12(a) (1).
(2) No part of this Contract shall be subcontracted to any person
or firm ineligible for award of a Government contract by
virtue of section 3(a) of the Davis-Bacon Act or 29 CFR
5.12(a)(1 ).
(3) The penalty for making false statements is prescribed in
Criminal Code, 18 U.S.C. 1001.
2. The following clauses in paragraphs a., b., c., d., and e. below, required by
the Contract Work Hours and Safety Standards Act, will also be inserted in
full in AlP Construction contracts in excess of Two Thousand Dollars
($2,000.00) in addition to the clauses required by 29 CFR 5.5 (a) or 4.6 of
Part 4 of Title 29. As used in the following, the term "laborers" and
"mechanics" include watchmen and guards.
a. Overtime Requirements. No Contractor or subcontractor
contracting for any part of the contract work which may require or
involve the employment of laborers or mechanics shall require or
111-82
permit any such laborer or mechanic in any work week in which he
or she is employed on such work to work in excess of forty (40)
hours in such workweek unless such laborer or mechanic receives
compensation at a rate not less than one and one-half (1 %) times
the basic rate of pay for all hours worked in excess of forty (40)
hours in such work week.
b. Violation; Liability for Unpaid Wages; Liquidated Damages. In
the event of any violation of the clause set forth in paragraph a.
above, the Contractor or any subcontractor responsible therefor
shall be liable for the unpaid wages. In addition, such Contractor
and subcontractor shall be liable to the United States (in the case of
work done under contract for the District of Columbia or a territory,
to such District or to such territory), for liquidated damages. Such
liquidated damages shall be computed with respect to each
individual laborer or mechanic, including watchmen and guards,
employed in violation of the clause set forth in paragraph a. above,
in the sum of ten dollars ($10.00) for each calendar day on which
such individual was required or permitted to work in excess of the
standard workweek of forty (40) hours without payment of the
overtime wages required by the clause set forth in paragraph a.
above.
c. Withholding for Unpaid Wages and Liquidated Damages. The
FAA shall upon its own action or upon written request of an
authorized representative of the Department of Labor withhold or
cause to be withheld, from any monies payable on account of work
performed by the Contractor or subcontractor under any such
contract or any other Federal contract with the same prime
contractor, or any other federally-assisted contract subject to the
Contract Work Hours and Safety Standards Act, which is held by
the same prime contractor, such sums as may be determined to be
necessary to satisfy any liabilities of such contractor or
subcontractor for unpaid wages and liquidated damages as
provided in the clause set forth in paragraph b. above.
d. Subcontracts. The Contractor or subcontractor shall insert in any
subcontracts the clauses set forth in paragraphs a. through d. and
also a clause requiring the subcontractor to include these clauses
in any lower tier subcontracts. The prime Contractor shall be
responsible for compliance by any subcontractor or lower tier
subcontractor with the clauses set forth in paragraphs a. through d.
e. Working Conditions. No contractor or subcontractor may require
any laborer and mechanic employed in the performance of any
contract to work in ~ urroundings or under working conditions that
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are unsanitary, hazardous or dangerous to his health or safety as
determined under Construction Safety and Health Standards (29
CFR Part 1926) issued by the Department of Labor.
3. In addition to the provisions in 1 and 2 above, for contracts in excess of
$2,000, the following is to be included in all contracts for work on airport
development projects involving labor:
Veterans Preference. In the employment of labor (except in executive,
administrative and supervisory positions), preference shall be given to
veterans of the Vietnam era and disabled veterans. However. this
preference shall apply only where the individuals are available and
qualified to perform the Work to which the employment relates.
120-02 EQUAL EMPLOYMENT OPPORTUNITY REQUIREMENTS
A. Standard Federal Equal Employment Opportunity Construction
Contract Specifications (Executive Order 11246. as amended).
1. As used in these Specifications:
a. "Covered area" means the geographical area described in the
solicitation from which this Contract resulted;
b. "Director" means Director. Office of Federal. Contract Compliance
Programs (OFCCP), U.S. Department of Labor, or any person of
whom the Director delegates authority;
c. "Employer Identification Number" means the Federal Social
Security number used on the Employer's Quarterly Federal Tax
Return, U.S. Treasury Department Form 941;
d. "Minority" includes:
1) Slack (all persons having origins in any of the black African
racial groups not of Hispanic origin);
2) Hispanic (all persons of Mexican, Puerto Rican, Cuban,
Central or South American or other Spanish culture or origin
regardless of race);
3) Asian and Pacific Islander (all persons having origins in any
of the original peoples of the Far East, Southeast, Asia, the
Indian Subcontinent, or the Pacific Islands); and
4) American Indian or Alaskan native (all persons having
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origins in any of the original peoples of North America and
maintaining identifiable tribal affiliations through membership
and participation or community identification).
2. Whenever the Contractor, or any subcontractor at any tier, subcontracts a
portion of the Work involving any construction trade, it shall physically
include in each subcontract in excess of $10,000 (Ten Thousand Dollars)
the provisions of these Specifications and the notice which contains the
applicable goals for minority and female participation and which is set forth
in the solicitations from which this Contract resulted.
3. If the Contractor is participating (pursuant to 41 CFR 60-4.5) in a
Hometown Plan approved by the U.S. Department of Labor in the covered
area either individually or through an association, its affirmative action
obligations on all work in the plan area (including goals and timetables)
shall be in accordance with that plan for those trad.es which have unions
participating in the Plan. Contractors must be able to demonstrate their
participation in and compliance with the provisions of any such Hometown
Plan. Each Contractor or subcontractor participating in an approved plan
is individually required to comply with its obligations under the EEO clause
and to make a good faith effort to achieve each goal under the Plan in
each trade in which it has employees. The overall good faith performance
by other Contractors or subcontractors toward a goal in an approved plan
does not excuse any covered Contractor's or subcontractor's failure to
take good faith efforts to achieve the plan goals and timetables.
4. The Contractor shall implement the specific affirmative action standards
provided in paragraphs 7a through p of these Specifications. The goals
set forth in the solicitation from which this Contract resulted are expressed
as percentages of the local hours of employment and training of minority
and female utilization the Contractor should reasonably be able to achieve
in each construction trade in which it has employees in the covered area.
Covered construction contractors performing construction work in
geographical areas where they do not have a federal or federally assisted
construction contract shall apply the minority and female goals established
for the geographical area where the work is being performed. Goals are
published periodically in the Federal Register in notice form, and such
notices may be obtained from any Federal Contract Compliance Programs
office or from Federal Procurement contracting officers. The Contractor is
expected to make substantially uniform progress in meeting its goals in
each craft during the period specified.
5. Neither the provisions of any collective bargaining agreement nor the
failure by a union with whom the Contractor has a collective bargaining
agreement to refer either minorities or women shall excuse the
Contractor's obligations under these Specifications, Executive Order
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11246, as amended, or the regulations promulgated pursuant thereto.
6. In order for the nonworking training hours of apprentices and trainees to
be counted in meeting the goals, such apprentices and trainees must be
employed by the Contractor during the training period and the Contractor
must have made a commitment to employ the apprentices and trainees at
the completion of their training, subject to the avai.lability of employment
opportunities. Trainees must be trained pursuant to training programs
approved by the U.S. Department of Labor.
7. The Contractor shall take specific affirmative actions to ensure EEO. The
evaluation of the Contractor's compliance with these Specifications shall
be based upon its effort to achieve maximum results from its actions. The
Contractor shall document these efforts fully and shall implement
affirmative action steps at least as extensive as the following:
a. Ensure and maintain a working environment free of harassment,
intimidation, and coercion at all sites, and in all facilities at which
the Contractor's employees are assigned to work. The Contractor,
where possible, will assign two or more women to each
construction project. The Contractor shall specifically ensure that
all foremen, superintendents. and other onsite supervisory
personnel are aware of and carry out the Contractor's obligation to
maintain such a working environment, with specific attention to
minority or female individuals working at such sites or in such
facilities.
b. Establish and maintain a current list of minority and female
recruitment sources, provide written notification to minority and
female recruitment sources and to community organizations when
the Contractor on its unions have employment opportunities
available, and maintain a record of the organization's responses.
c. Maintain a current file of the names, addresses and telephone
numbers of each minority and female off-the-street applicant and
minority or female referral from a union, a recruitment source, a
community organization and of what action was taken with respect
to each such individual. If such individual was sent to the union
hiring hall for referral and was not referred back to the Contractor
by the union or, if referred, not employed by the Contractor, this
shall be documented in the file with the reason therefore along with
whatever additional actions the Contractor may have taken.
d. Provide immediate written notification to the Director when the
union or unions with which the Contractor has a collective
bargaining agreement has not referred to the Contractor a minority
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person or woman sent by the Contractor, or when the Contractor
has other information that the union referral process has impeded
the Contractor's efforts to meet its obligations.
e. Develop on-the-job training opportunities and/or participate in
training programs for the area which expressly includes minorities
and women, including upgrading programs and apprenticeship and
trainee programs relevant to the Contractor's employment needs,
especially those programs funded or approved by the Department
of Labor. The Contractor shall provide notice of these programs to
the sources complied under 7b above.
f. Disseminate the Contractor's EEO policy by providing notice of the
policy to unions and training programs and requesting their
cooperation in assisting the Contractor in meeting its EEO
obligations; by including it in any policy manual and collective
bargaining agreement; by publicizing it in the company newspaper,
annual report, etc.; by specific review of the policy with all
management personnel and with all minority and female employees
at least once a year; and by posting the company EEO policy on
bulletin boards accessible to all employees at each location where
construction work is performed.
g. Review, at least annually, the Company's EEO policy and
affirmative action obligations under these Specifications with all
employees having any responsibility for hiring, assignment, layoff,
termination, or other employment decisions including specific
review of these items with onsite supervisory personnel such as
superintendents, general foremen, etc., prior to the initiation of
construction work on any job site. A written record shall be made
and maintained identifying the time and place of these meetings,
persons attending, subject matter discussed, and disposition of the
subject matter.
h. Disseminate the Contractor's EEO policy externally by including it in
any advertising in the news media, specifically including minority
and female news media, and providing written notification to and
discussing the Contractor's EEO policy with 'other Contractors and
subcontractors with whom the Contractor does or anticipates doing
business.
I. Direct its recruitment efforts, both oral and written, to minority,
female, and community organizations, to schools with minority and
female students; and to minority and female recruitment and
training organizations serving the Contractor's recruitment area and
employment needs. Not later than one month prior to the date for
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the acceptance of applications for apprenticeship or other training
by any recruitment source, the Contractor shall send written
notification to organizations, such as the above, describing the
openings, screening procedures, and tests to be used in the
selection process.
j. Encourage present minority female employees to recruit other
minority persons and women and, where reasonable, provide after
school, summer, and vacation employment t.o minority and female
youth both on the site and in other areas of a Contractor's work
force.
k. Validate all tests and other selection requirements where there is
an obligation to do so under 41 CFR Part 60-3.
I. Conduct, at least annually, an inventory and evaluation, at least of
all minority and female personnel, for promotional opportunities and
encourage these employees to seek or to prepare for. through
appropriate training, etc., such opportunities.
m. Ensure that seniority practices, job classifications, work
assignments, and other personnel practices do not have a
discriminatory effect by continually monitoring all personnel and
employment related activities to ensure that the EEO policy and the
Contractor's obligations under these Specifications are being
carried out.
n. Ensure that all facilities and company activities are nonsegregated
except that separate or single-user toilet and necessary changing
facilities shall be provided to assure privacy between the sexes.
o. Document and maintain a record of all solicitations of offers for
subcontracts from minority and female construction contractors and
suppliers, including circulation of solicitations to minority and female
contractor associations and other business associations.
p. Conduct a review, at least annually, of all supervisors, adherence to
and performance under the Contractor's EEO policies and
affirmative action obligations.
8. Contractors are encouraged to participate in voluntary associations which
assist in fulfilling one or more of their affirmative action obligations (7a
through p). The efforts of a contractor association, joint contractor-union,
contractor-community, or other similar groups of which the Contractor is a
member and participant, may be asserted as fulfilling anyone or more of
its c~ligations under 7a through p of these Specifications provided that the
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Contractor actively participates in the group, makes' every effort to assure
that the group has a positive impact on the employment of minorities and
women in the industry, ensures that the concrete benefits of the program
are reflected in the Contractor's minority and female work force
participation, makes a good faith effort to meet its individual goals and
timetables, and can provide access to documentation which demonstrates
the effectiveness of actions taken on behalf of the Contractor. The
obligation to comply, however, is the Contractor's and failure of such a
group to fulfill an obligation shall not be a defense for the Contractor's
noncompliance.
9. A single goal for minorities and a separate single goal for women have
been established. The Contractor, however, is required to provide EEO
and to take affirmative action for all minority groups, both male and
female, and all women, both minority and non-minority. Consequently, the
Contractor may be in violation of the executive order if a particular group is
employed in a substantially disparate manner (for example, even though
the Contractor has achieved its goals for women generally, the Contractor
may be in violation of the executive order if a specific minority group of
women is under utilized).
10. The Contractor shall not use the goals and timetables or affirmative action
standards to discriminate against any person because of race, color,
religion, sex, or national origin.
11. The Contractor shall not enter into any subcontract with any person or firm
debarred from government contracts pursuant to Executive Order 11246,
as amended.
12. The Contractor shall carry out such sanctions and penalties for violation of
these Specifications and of the Equal Opportunity Clause, including
suspension, termination, and cancellation of existing subcontracts as may
be imposed or ordered pursuant to Executive Order 11246, as amended,
and its implementing regulations, by the OFCCP. Any contractor who fails
to carry out such sanctions and penalties shall be in violation of these
Specifications and Executive Order 11246, as amended.
13. The Contractor, in fulfilling its obligations under these Specifications, shall
implement specific affirmative action steps, at least as extensive as those
standards prescribed in paragraph 7 of these Specifications, so as to
achieve maximum results from its efforts to ensure equal employment
opportunity. If the Contractor fails to comply with the requirements of the
executive order, the implementing regulations, or these Specifications, the
Director shall proceed in accordance with 41 CFR 60-4.8.
14. The Contractor shall designate a responsible official to monitor all
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employment related activity to ensure that the company EEO policy is
being carried out, to submit reports relating to the provisions hereof as
may be required by the government, and to keep records. Records shall
at least include for each employee, the name, address, telephone number,
construction trade, union affiliation, if any, employee identification number
when assigned, social security number. race, sex, status (e.g., mechanic,
apprentice, trainee, helper, or laborer), dates of changes in status, hours
worked per week in the indicated trade, rate of pay, and locations at which
the work was performed. Records shall be maintained in an easily
understandable and retrievable form; however, to the degree that existing
records satisfy this requirement, contractors sha!1 not be required to
maintain separate records.
15. Nothing herein provided shall be construed as a limitation upon the
application of other laws which establish different standards of compliance
or upon the application of requirements for the hiring of local or other area
residents (e.g.. those under the Public Works Employment Act of 1977
and the Community Development Block Grant Program).
B. Contractor Contractual Reauirements. During the performance of this
Contract, the Contractor, for itself, its assignees and successors in interest
(hereinafter referred to as the "Contractor") agrees as follows:
1. COMPLIANCE WITH REGULATIONS. The Contractor shall comply with
the Regulations relative to nondiscrimination in federally assisted
programs of the Department of Transportation (hereinafter, "DOT") Title
49, Code of Federal Regulations, Part 21, as they may be amended from
time to time (hereinafter referred to as the Regulations). which are herein
incorporated by reference and made a part of this Contract.
2. NONDISCRIMINATION. The Contractor, with .regard to the Work
performed by it during the Contract, shall not discriminate on the grounds
of race, color, or national origin in the selection and retention of
subcontractors, including procurements of materials and leases of
equipment. The Contractor shall not participate either directly or indirectly
in the discrimination prohibited by Section 21.5 of the Regulations.
including employment practices when the Contract covers a program set
forth in Appendix 3 of the regulations.
3. SOLICITATIONS FOR SUBCONTRACTS, INCLUDING PROCUREMENT
OF MATERIALS AND EQUIPMENT. In all solicitations either by
competitive bidding or negotiation made by the Contractor for work to be
performed under a subcontract. including procurements of materials or
leases of equipment, each potential subcontractor or supplier shall be
notified by the Contractor of the Contractor's obligation under this Contract
and the Regulations relative to nondiscrimination on the grounds of raCl.
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color, or national origin.
4. INFORMATION AND REPORTS. The Contractor shall provide all
information and reports required by the Regulations or Directives issued
pursuant thereto and shall permit access to its books, records, accounts,
other sources of information, and its facilities as may be determined by the
Sponsor or the FAA to be pertinent to ascertain compliance with such
regulations, orders, and instructions. Where any information required of a
Contractor is in the exclusive possession of another who fails or refuses to
furnish this information, the Contractor shall so certify to the Sponsor or
the FAA, as appropriate, and shall set forth what efforts it has made to
obtain the information.
5. SANCTIONS FOR NONCOMPLIANCE. In the event of the Contractor's
noncompliance with the nondiscrimination provisions of this Contract, the
sponsor shall impose such Contract sanctions as it or the FAA may
determine to be appropriate, including, but not limited to:
a. Withholding of payments to the Contractor under the Contract until
the Contractor complies, and/or
b. Cancellation, termination, or suspension of the Contract, in whole
or in part.
6. INCORPORATION OF PROVISIONS. The Contractor shall include the
provisions of Paragraphs 1. through 5. in every subcontract, including
procurements of materials and leases of equipment, unless exempt by the
Regulations or directives issued pursuant thereto. The Contractor shall
take such action with respect to any subcontract or procurement as the
Sponsor or the FAA may direct as a means of enforcing such provisions
including sanctions for noncompliance. Provided, however, that in the
event a Contractor becomes involved in, or is threatened with, litigation
with a subcontractor or supplier as a result of such direction, the
Contractor may request the Sponsor to enter into such litigation to protect
the interests of the Sponsor and, in addition, the Contractor may request
the United States to enter into such litigation to protect the interests of the
United States.
C. Eaual Emplovment Opportunity Clause. During the performance of this
Contract the Contractor agrees as follows:
1. The Contractor will not discriminate against any employee or applicant for
employment because of race, color, religion, sex, or national origin. The
Contractor will take affirmative action to insure that applicants are
employed and that employees are treated during employment without
regard to their race, color, religion, sex, or national origin. Such action
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shall include, but not be limited to the following: employment, upgrading,
demotion, or transfer; recruitment or recruitment advertising; layoff or
termination, rates of payor other forms of compensation; and selection for
training, including apprenticeship. The Contractor agrees to post in
conspicuous places available to employees and applicants for
employment, notices to be provided setting forth the provisions of this
nondiscrimination clause.
2. The Contractor will, in all solicitations or advertisements for employees
placed by or on behalf of the Contractor. state that all qualified applicants
will receive consideration for employment without regard to race, color,
religion, sex, or national origin.
3. The Contractor will send, to each labor union or representative of workers
with which he has a collective bargaining agreement or other contract or
understanding, a notice to be provided advising that said labor union or
workers' representatives of the Contractor's commitments under this
section and shall post copies of the notice in conspicuous places available
to employees and applicants for employment.
4. The Contractor will comply with all provisions of Executive Order 11246,
as amended, of September 24, 1965. and of the rules, regulations, and
relevant orders of the Secretary of Labor.
5. The Contractor will furnish all information and reports required by
Executive Order 11246, as amended, of September 24, 1965, and by
rules, regulations, and orders of the Secretary of Labor, or pursuant
thereto, and will permit access to his books, records, and accounts by the
FAA and the Secretary of Labor for purposes of investigation to ascertain
compliance with such rules, regulations and orders.
6. In the event of the Contractor's noncompliance with the nondiscrimination
clauses of this Contract or with any of the said, rules, regulations, or
orders, this Contract may be canceled, terminated, or suspended in whole
or in part and the Contractor may be declared ineligible for further
Government contracts or federally assisted construction contracts in
accordance with procedures authorized in Executive Order 11246, as
amended, of September 24, 1965, and such other sanctions may be
imposed and remedies invoked as provided in Executive Order 11246, as
amended, of September 24, 1965, or by rule, regulation, or order of the
Secretary of Labor, or as otherwise provided by law.
7. The Contractor will include the portion of the sentence immediately
preceding paragraph 1. and the provisions of Paragraph 1. through 7. in
every subcontract or purchase order unless exempted by rules,
regulations, or orders of the Secretary of Labor issued pursuant to Section
111-92
204 of Executive Order 11246, as amended, of September 24, 1965, so
that such provisions will be binding upon each subcontractor or vendor.
The Contractor will take such action with respect to any subcontract or
purchase order as the FAA may direct as a means of enforcing such
provisions. including sanctions for noncompliance; p'rovided, however, that
in the event a Contractor becomes involved in, or is threatened with.
litigation with a subcontractor or vendor as a result of such direction by the
FAA, the Contractor may request the United States to enter into such
litigation to protect the interests of the United States.
D. Notice to be Posted. The "Equal Employment Opportunity is the Law" poster is
to be posted by the Contractor in a conspicuous place available to employees
and applicants for employment as required by paragraphs 1. and 3. of the EEO
clause. Copies of this poster will be furnished to contractors at the Pre-
Construction Conference.
E. Notice of ReQuirement for Affirmative Action to Ensure EQual Emplovment
Opportunity (Executive Order 11246. as Amended).
1. The Offerer's or Bidder's attention is called to the "Equal Opportunity
Clause" and the "Standard Federal Equal Employment Opportunity
Construction Contract Specifications" set forth herein.
2. The goals and timetables for minority and female participation, expressed
in percentage terms for the Contractor's aggregate work force in each
trace on all construction work in the covered area are as follows:
Goals for Female
participation in
each trade 6.9 %
Timetables
Goals for minority
participation for
each trade 30.4 %
These goals are applicable to all the Contractor's construction work
(whether or not it is Federal or Federally assisted) performed in the
covered area. If the Contractor performs construction work in a
geographical area located outside of the covered area, it shall apply the
goals established for such geographical area where the work is actually
performed. With regard to this second area, the Contractor also is subject
to the goals for both its Federally involved and nonfederally involved
construction.
The Contractor's compliance with the executive order and the regulations
in 41 CFR Part 60-4 shall be based on its implementation of the Equal
Opportunity Clause, specifications set forth in 41 CFR 60-40.3(a), and its
efforts to meet the goals. The hours of minority arid female employment
and training must be substantially uniform throughout the length of the
Contract, and in each trade, and the Contractor shall make a good faith
111-93
effort to employ minority and women evenly on each of its projects. The
transfer of minority or female employees or trainees from contractor to
contractor or from female employees or trainees from contractor to
contractor or from project to project, for the sole purpose of meeting the
Contractor's goals, shall be a violation of the Contract, the Executive
Order, and the regulations in 41 CFR Part 60-4. Compliance with the
goals will be measured against the total work hours performed.
3. The Contractor shall provide written notification to the Director, OFCCP,
within ten (10) working days of award of any construction subcontract in
excess of $10,000 (Ten Thousand Dollars) at any tier of construction
subcontract in excess of $10,000 (Ten Thousand Dollars) at any tier of
construction work under the Contract resulting from this solicitation. The
notification shall list the name, address, telephone number of the
subcontractor; employer identification number Of the subcontractor,
estimated dollar amount of the subcontracts; estimated starting and
completion dates of the subcontract; and the geographical area in which
the subcontract is to be performed.
4. As used in this notice and in the Contract resulting from this solicitation,
the "covered area" is in Kev West. Monroe County, State of Florida.
F. Reauired Reports.
1. Monthly Employment Utilization Reports (SF 257). This Report is to be
prepared on Form CC 257 (Rev. 9-78) and sent to the Area Office,
Federal Contract Compliance Program (OFCCP) that serves the
geographical area in which this project is located. The Report is due by
the fifth day of each month after work has commenced. The Contractor will
be advised further regarding this Report including the address of the
OFCCP Area Office, at the Pre-Construction Conference.
2. Annual EEO-1 Report. Contractors/subcontractors working on Federally-
assisted airport construction projects are required to file with the sponsor
annually, on or before March 31, complete and accurate reports on
Standard Form 100 (Employee Information Report, EEO-1). The first such
report is required within thirty (30) days after award unless the
Contractor/subcontractor has submitted such a report within twelve (12)
months preceding the date of award (the FAA or Department of Labor,
OFCCP can designate other intervals). This form is normally furnished
based on a mailing list, but can be obtained from the Equal Employment
Opportunity Commission (EEOC) - Survey Division, 2401 E. St., NW,
Washington, D.C. 20507 or by calling (703) 756-6020. This report is
required if a Contractor or subcontractor meets all of the following
conditions:
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a. Nonexempt. Contractors/subcontractors are not exempt based on
41 CFR 60-1.5, and
b. Number of Employees. Has fifty (50) or more employees,
c. Contractor/Subcontractor. Is a prime ~ontractor or first tier
subcontractor, and
d. Dollar Level. There is a contract, subcontract, or purchase order
amounting to $50,000 (Fifty Thousand Dollars) or more or serves
as a depository of government funds in any amount, or is a financial
institution which is an issuing and paying agent for U.S. Savings
Bonds and Savings Notes. Some subcontractors below the first tier
who work at the site are required to file if they meet the
requirements of 41 CFR 60-1.7.
3. Records. The FAA or Department of Labor OFCCP may require a
Contractor to keep employment or other records and to furnish, in the form
requested within reasonable limits, such information as necessary.
G. ReQuirement for Certification of Nonseareaated Facilities.
1. Notice to Prospective Federally Assisted Construction Contractors.
a. Certification of Nonsegregated Facilities must be submitted prior to
the award of a federally assisted construction contract exceeding
$10,000 (Ten Thousand Dollars) which is not exempt from the
provisions of the equal opportunity clause.
b. Contractors receiving federally assisted construction contract
awards exceeding $10,000 (Ten Thousand Dollars) which are not
exempt from the provisions of the Equal Opportunity Clause will be
required to provide for the forwarding of the following notice to
prospective subcontractors for supplies and construction contracts
where the subcontracts exceed $10,000 (Ten Thousand Dollars)
and are not exempt from the provisions of the Equal Opportunity
Clause.
2. Notice to Prospective Subcontractors of Requirement for Certification of
Nonsegregated Facilities.
a. A Certificate of Nonsegregated Facilities must be submitted prior to
the award of subcontract exceeding $10,000 (Ten Thousand
Dollars) which is not exempt from the provisions of the Equal
Opportunity Clause.
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b. Contractors receiving federally assisted construction contract
awards exceeding $10,000 (Ten Thousand Dollars) which are not
exempt from the provisions of the equal opportunity clause will be
required to provide for the forwarding of the following notice to
prospective subcontractors for supplied and construction contracts
where the subcontracts exceed $10,000 (Ten Thousand Dollars)
and are not exempt from the provisions of the equal opportunity
clause.
NOTE TO THE CONTRACTOR: This Certification is not required here if completed,
signed and furnished to the Owner with the Proposal.
Certification of Non-Seareaated Facilities
The Construction Contractor certifies that he does not maintain or provide, for his
employees segregated facilities at any of his establishments and that he does not
permit his employees to perform their services at any location, under his control where
segregated facilities are maintained. The Construction Contractor further certifies that
he will not maintain or provide, for his employees segregated facilities at any of his
establishments and that he will not permit his employees to perform their services at
any location, under his control where segregated facilities are maintained. The
construction contractor agrees that a breach of this certification is a violation of the
equal opportunity clause in this Contract. As used in this certification, the term
"segregated facilities" means any waiting rooms, work areas, restrooms and
washrooms, restaurants and other eating areas, timeclocks, locker rooms and other
storage and dressing areas, parking lots, drinking fountains, recreation or entertainment
areas, transportation, and housing facilities provided for employees which are
segregated by explicit directives or are in fact segregated on the basis of race, color,
religion, or national origin because of habit, local customs, or any other reason. The
Construction Contractor agrees that (except where he has obtained identical
certifications from proposed subcontractors for specific time periods) he will obtain
identical certifications from proposed subcontractors prior to the award of subcontracts
exceeding $10,000 (Ten Thousand Dollars) which are not exempt from the provisions of
the Equal Opportunity Clause and that he will retain such certifications in his files.
Signature of Contractor
Title
120-03 MISCELLANEOUS CONTRACT PROVISIONS
1. Airport Improvement Program Project (AlP). The Work in this Contract
is included in AlP Project No. 3-12-0037-2203 which is being undertaken
and accomplished by the Owner in accordance with the terms and
conditions of a grant agreement between the Owner and the United
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States, under the Airport and Airway Improvement Act of 1982 and Part
152 of the Federal Aviation Regulations (14 CFR Part 152), pursuant to
which the United States has agreed to pay a c,ertain percentage of the
costs of the Project that are determined to be allowable project costs
under that Act. The United States is not a party to this Contract and no
reference in this Contract to the FAA or any repre~entative thereof, or to
any rights granted to the FAA or any representative thereof, or the United
States, by the Contract, makes the United States a party to this Contract.
2. Consent to Assignment. The Contractor shall obtain the prior written
consent of the OWNER to any proposed assignment of any interest in or
part of this Contract.
3. Veterans Preference. In the employment of labor (except in executive.
administrative, and supervisory positions), the Contractor shall give
preference to veterans of the Vietnam era and disabled veterans as
defined in Section 515(c)(1) and (2) of the Airport and Airway
Improvement Act of 1982.
4. FAA Inspection and Review. The Contractor shall allow any authorized
representative of the FAA to inspect and review any work or materials
used in the performance of this Contract.
5. Foreign Trade Restrictions. The Contractor or subcontractors, by
submission of an offer and/or execution of a Contract, certifies that it:
a. is not owned or controlled by one or more citizens or nationals of a
foreign country included in the list of countries that discriminates
against U.S. firms published by the Office of the United States
Trade Representative (USTR);
b. has not knowingly entered into any Contract or subcontract for this
project with a Contractor that is a citizen or national of a foreign
country on said list, or is owned or controlled directly or indirectly by
one or more citizens or nationals of a foreign country on said list.
c. has not procured any product nor subcontracted for the supply of
any product for use on the Project that is produced in a foreign
country on said list.
Unless the restrictions of this clause are waived by the Secretary of
Transportation in accordance with 49 CFR 30.17, no Contract shall be
awarded to a contractor or subcontractor who is unable to certify to the
above. If the Contractor knowingly procures or subcontracts for the supply
of any product or service of a foreign country on the said list for use on the
Project, the FAA may direct, through the Sponsor, cancellation of the
111-97
Contract at no cost to the Government.
Further, the Contractor agrees that, if awarded a Contract resulting from
this solicitation, it will incorporate this provision for certification without
modification in each Contract and in all lower tier subcontracts. The
Contractor may rely upon the certification of a prospective subcontractor
unless it has knowledge that the certification is erroneous.
The Contractor shall provide immediate written notice to the Sponsor if the
Contractor learns that its certification or that of a subcontractor was
erroneous when submitted or has become erroneous by reason of
changed circumstances. The subcontractor agrees to provide immediate
written notice to the Contractor, if at any time it learns that its certification
was erroneous by reason of changed circumstances.
This certification is a material representation of fact upon which reliance
was placed when making the award. If it is later determined that the
Contractor or subcontractor knowingly rendered an erroneous certification,
the FAA may direct, through the Sponsor, cancellation of the Contract or
subcontract for default at no cost to the Government.
Nothing contained in the foregoing shall be construed to require
establishment of a system of records in order to render, in good faith, the
certification required by this provision. The knowledge and information of
a Contractor is not required to exceed that which is normally possessed by
a prudent person in the ordinary course of business dealings.
This certification concerns a matter within the jurisdiction of an agency of
the United States of America and the making of a false, fictitious, or
fraudulent certification may render the maker subject to prosecution under
Title 18, United States Code, Section 1001.
6. Subcontracts. The Contractor shall insure in each of his subcontracts
the provisions contained in Paragraphs A., C., and D. of this section and
also a clause requiring the subcontractors to include these provisions in
any lower tier subcontractors which they may enter into, together with a
clause requiring this insertion in any further subcontracts that may in turn
be made.
7. Clean Air and Water Pollution Control Requirements for All
Construction Contracts and Subcontracts Exceeding $100,000 (One
Hundred Thousand Dollars).
Contractors agree:
a. That any facility to be used in the performance of the Contract or to
111-98
benefit from the Contract is not listed on the Environmental
Protection Agency (EPA) List of Violating Facilities.
b. To comply with all the requirements of Section 114 of the Clean Air
Act and Section 308 of the Federal Water Pollution Control Act and
all regulations issued thereunder.
c. That as a condition for award of a Contract. they will notify the
awarding official of the receipt of any communication from the EPA
indicating that a facility to be utilized for performance of or benefit
from the Contract is under consideration to be listed on the EPA
List of Violating Facilities.
d. To include in any subcontract which exceeds $100,000 (One
Hundred Thousand Dollars), the requirements of (a), (b), and (c)
above.
STANDARD CLAUSE FOR SOLICITATIONS. CONTRACTS. AND SUBCONTRACTS
REQUIRED FOR 49 CFR PART 29
Certification Regarding debarment, Suspension, ineligibility, and voluntary Exclusion:
The Bidder/Offeror certifies, by submission of this proposal or acceptance of this
Contract, that neither it nor its principals is presently debarred, suspended,
proposed for debarment, declared ineligible, or voluntarily excluded for
participation in this transaction by any Federal department or agency. It further
agrees by submitting this proposal that it will include this clause without
modification in all lower tier transactions, solicitations, proposals, contracts and
subcontracts. Where the Bidder/Offer/Contractor or any lower tier participant is
unable to certify to this statement, it shall attach an explanation to this
solicitation/proposal.
END OF SECTION 120
111-99
SECTION 130
SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION
The Contractor shall comply with the Department of Labor Safety and Health
Regulations for construction promulgated under the Occupational Safety and Health Act
of 1970 (PL91-596) and under Section 107 of the Contract Work Hours and Safety
Standards Act (PL91-54).
The Contractor alone shall be responsible for the safety, efficiency and adequacy of his
plant, appliances and methods of construction and for any damages which may result
from their failure or their improper construction, maintenance or operations.
The Contractor will be required to comply with the latest edition of Advisory Circular No.
150/5370-2E "Operational Safety on Airports During Construction". In addition, the
Contractor will be required to comply with all Safety and Security Requirements
stipulated in the Contractor's Safety and Security Requirements stated on Plans.
END OF SECTION 130
111-100
SECTION 140
GENERAL INSURANCE REQUIREMENTS FOR
CONTRACTORS AND SUBCONTRACTORS
Prior to the commencement of work governed by this contract (including the pre-staging
of personnel and material), the Contractor shall obtain, at his/her own expense,
insurance as specified in the attached schedules, which are made part of this contract.
The Contractor will also ensure that the insurance obtained will extend protection to all
subcontractors engaged by the Contractor. As an alternative, the Contractor may
require all subcontractors to obtain insurance consistent with the attached schedules.
The Contractor will not be permitted to commence work governed by this contract
(including pre-staging of personnel and material) until satisfactory evidence of the
required insurance has been furnished to the County as specified below. Delays in the
commencement of work resulting from the failure of the Contractor to provide
satisfactory evidence of the required insurance shall not extend deadlines specified in
this contract and any penalties and failure to perform assessments shall be imposed as
if the work commenced on the specified date and time, except for the Contractor's
failure to provide satisfactory evidence.
The Contractor shall maintain the required insurance throughout the entire term of this
contract and any extensions specified in any attached schedules. Failure to comply
with this provision may result in the immediate suspension of all work until the required
insurance has been reinstated or replaced. Delays in the completion of the work
resulting from the failure of the Contractor to maintain the required insurance shall not
extend deadlines specified in this contract and any penalties and failure to perform
assessments shall be imposed as if the work had not been suspended, except for the
Contractor's failure to maintain the required insurance.
The Contractor shall provide to the County as satisfactory evidence of the required
insurance either:
Certificate of Insurance, or
A certified copy of the actual insurance policy.
The County, at its sole option, has the right to request a certified copy of any or all
insurance policies required by this contract.
All insurance policies must specify that they are not subject to cancellation, non-
renewal, material change or reduction in coverage unless a minimum of thirty (30) days'
prior notification is given to the County by the insurer.
The acceptance and/or approval of the Contractor's insurance shall not be construed as
relieving the Contractor from any liability or obligation assumed under this contract or
imposed by law.
111-101
The Monroe County Board of County Commissioners, its employees and officials will be
included as "Additional Insureds" on all policies, except for Workers' Compensation.
In addition, the County will be named as an Additional Insured and Loss Payee on all
policies covering County-owned property.
Any deviations from these General Insurance Requirements must be requested in
writing on the County prepared form entitled "Request for Waiver of Insurance
Requirements" and approved by Monroe County's Risk Manager.
To assist in the development of your proposal, the insurance coverages marked with an
"X" will be required in the event an award is made to your firm. Please review this form
with your insurance agent and have him sign it in the place provided. It is also required
that the bidder sign the form and submit it with each proposal.
WORKERS' COMPENSATION & EMPLOYER'S LIABILITY
Workers' Compensation Statutory Limits
WC1 Employer's Liability $1 00,000/$500,000/$1 00,000
WC2 Employer's Liability $500,000/$500,000/$500,000
WC3 X Employer's Liability $1,000,000/$1,000,000/$1,000,000
WCUSLH U.S. Longshoremen & Harbor
Workers Act Same as Employer's Liability
WCJA Federal Jones Act Same as Employer's Liability
GENERAL LIABILITY
As a minimum, the required general liability coverages will include:
- Premises Operations - Products and Completed Operations
- Blanket Contractual - Personal injury
- Expanded Definition of Property Damage
Required Limits:
GL1 $100,000/person; $300,000/occurrence
$ 50,000 property damage or
$300,000 combined single limit
GL2 $250,000/person; $500,OOO/occurrence
$ 50,000 property damage or
$500,000 combined single limit
111-102
$ 500,000/person; $1 ,OOO,OOO/occurrence
GL3 $ 100,000 property damage or
$1,000,000 combined single limit
GL4 X $5,000,000 combined single limited
Required Endorsement:
GLXCU
GLLlQ
Underground, Explosion & Collapse (XCU)
Liquor Liability
All endorsements are required to have the same limits as the basic policy.
VEHICLE LIABILITY
As a minimum, coverage should extend to liability for:
- Owned, Non-owned and hired vehicles
Required Limits:
VLI $ 50,000/person; $100,000/occurrence
$ 25,000 property damage or
$100,000 combined single limit
VL2 $100,000/person; $300,000/occurrence
$ 50,000 property damage or
$300,000 combined single limit
VL3 $ 500,000/person; $1,OOO,OOO/occurrence
$ 100,000 property damage or
$1,000,000 combined single limit
VL4 X $5,000,000 combined single limit
111-103
MISCELLANEOUS COVERAGES
"'-'
BR1 Builders' Risk Limits Equal to the risk completed project
BR2 Builders' Risk Limits Equal to the risk completed project
MVC Motor Truck Cargo Limits Equal to the max. value of anyone shipment
PR01 Professional Liability $250,OOO/occurrence
PR02 $500,OOO/occurrence
PR03 $1,000,OOO/occurrence
POL1 Pollution Liability $500,OOO/occurrence
POL2 $1,OOO,000/occurrence
POL3 $5,OOO,OOO/occurrence
ED1 Employee $10,000
ED2 Dishonesty $100,000
GK1 Garage $300,000 ($25,OOO/vehicle)
GK2 Keepers $500,000 ($1 OO,OOO/vehicle)
GK3 $1,000,000 ($250,OOO/vehicle)
MED1 Medical $500,000/$1,000,000 Agg.
MED2 Professional $1,000,000/$3,000,000 Agg.
MED3 $5,000,000/$10,000,000 Agg.
IF Installation Floater Max. Value of Equip. Installed
VLP1 Hazardous $300,000 (Requires MCS-90)
VLP2 Cargo $500,000 (Requires MCS-90)
VLP3 Transporter $1,000,000 (Requires MCS-90)
BLL Bailee Liability Max. value of property
HKL1 Hangarkeepers' Liability $300,000
HKL2 $500,000
HKL3 $1,000,000
AIR1 Aircraft Liability $25,000,000
AIR2 $1,000,000
AIR3 $1,000,000
AE01 Architects' Errors & Omissions $250,000/occurrence/$500,000 Agg.
AE02 $500,000/occurrence/$1,OOO,OOO Agg.
AE03 $1,OOO,OOO/occurrence/$3,OOO,OOO Agg.
111-104
. .
lNSURANCj: AGENT'S STATEMEN"(
. "0:, II I, ..
I have reviewed the above requirements With the .bidder named below. The following
deductlbres apply to the corresp~mdlng paliey.
poucY
~ '409.lJo- ~~~.
OeOUCTlBLES
,. i~ .
..._n-'~
.
. .
Uability policies are
Occurrence
. ,
Claims Made
Bouchar~-Starcrest
Insu~nce Agency
I
, .
Slg~E~/
~
.w.o.OERrS STAIE~ENT
, .
I understand the instlrance that will be mandatory If awarded the contract and wnt comply in full
with all the requirements. .
D,:L. PORTER CO,l'lSTRUq'IiORS, INC. .. C. Lmv A
Bidder SignatlJf& C ,,' "Marshall Whi te, ViI
\
INSURANCE AGENT'S STAT~MENT
I
J
I
!
1 have reviewed the abova requirements with the bidder named below. The folltWiing
deduotibles apply to the corresponding policy.
. POLlCY
~)L
AIJ~
E-XCt.55/ V M e;(t~u;r4.I}-.
..r.
DEDUCTIBLES
~OO
.rOO
Liability penates ~re
Occurrence
Claims Mada
Atlas Insu~~nce Agency
Insurance Agency
..~<~b4-. :~
BIDDER'S STATEMENT
J understand the Insurance that win be mandatory if 8warded the Otlntract and Will l::Omply in full
with all tha requirements. .
DoL. ~ORTER CONSTRO~TORS, INC. ~ ~c:J~;.{
Bidder Signature C. 'Mtl:t'ahall Whi te, VI>
--1
~
GENERAL LIABILITY
INSURANCE REQUIREMENTS
FOR
CONTRACT
BETWEEN
MONROE COUNTY, FLORIDA
AND
Prior to the commencement of work governed by this contract, the Contractor shall obtain
General Liability Insurance. Coverage shall be maintained throughout the life of the contract
and include, as a minimum:
- Premises Operations
- Products and Completed Operations
- Blanket Contractual Liability
- Personal Injury Liability
- Expanded Definition of Property Damage
The minimum limits acceptable shall be:
$5,000,000 Combined Single Limit (CSL)
If split limits are provided, the minimum limits acceptable shall be:
$1,000,000 per person
$5,000,000 per occurrence
$ 100,000 property damage
An Occurrence Form policy is preferred. If coverage is provided on a Claims Made policy, its
provisions should include coverage for claims filed on or after the effective date of this contract.
In addition, the period for which claims may be reported should extend for a minimum of twelve
(12) months following the acceptance of work by the County.
The Monroe County Board of County Commissioners shall be named as Additional Insured on
all policies issued to satisfy the above requirements.
111-107
VEHICLE LIABILITY
INSURANCE REQUIREMENTS
FOR
CONTRACT
BETWEEN
MONROE COUNTY, FLORIDA
AND
Recognizing that the work governed by this contract requires the use of vehicles, the
Contractor, prior to the commencement of work shall obtain Vehicle Liability Insurance.
Coverage shall be maintained throughout the life of the contract and include, as a minimum,
liability coverage for:
· Owned, Non-Owned and Hired Vehicles
The minimum limits acceptable shall be:
$5,000,000 Combined Single Limit (CSL)
If split limits are provided, the minimum limits acceptable shall be:
$1,000,000 per person
$5,000,000 per occurrence
$ 100,000 property damage
The Monroe County Board of County Commissioners shall be named as Additional Insured on
all policies issued to satisfy the above requirements.
111-108
150.01
150.02
SECTION 150
DISADVANTAGED BUSINESS ENTERPRISE PROGRAM
DEFINITIONS OF TERMS
The terms used in this program have the meaning defined in 49 CFR
Section 26.5.
OBJECTIVES/POLICY STATEMENT (Sub-section 26.1,26.23)
The County has established a Disadvantaged Business Enterprise (DBE)
program in accordance with regulations of the U.S. Department of
Transportation (DOT), 49 CFR Part 26. The County has received Federal
financial assistance from the Department of Transportation, and as a
condition of receiving this assistance, the County has signed an
assurance that it will comply with 49 CFR Part 26.
It is the policy of the County to ensure that DBEs, as defined in part 26,
have an equal opportunity to receive and participate in DOT-assisted
contracts. It is also their -
To ensure nondiscrimination in the award and administration of
DOT assisted contracts;
To create a level playing field on which DBEs can compete fairly for
DOT assisted contracts;
To ensure that the DBE Program is narrowly tailored in accordance
with applicable law;
To ensure that only firms that fully meet 49 CFR Part 26 eligibility
standards are permitted to participate as DBEs;
To help remove barriers to the participation of DBEs in DOT
assisted contracts; and
To assist the development of firms that can complete successfully
in the market place outside the DBE Program.
The Airport Manager has been delegated as the DBE Liaison Officer. In
that capacity, the Airport Manager is responsible for implementing all
aspects of the DBE program. Implementation of the DBE program is
accorded the same priority as compliance with all other legal obligations
incurred by the County in its financial assistance agreements with the
Department of Transportation.
111-109
150.03
150.04
150.05
NON-DISCRIMINATION (Section 26.7)
The County will never exclude any person from participation in, deny any
person the benefits of, or otherwise discriminate against anyone in
connection with the award and performance of any contract covered by 49
CFR Part 26 on the basis of race, color, sex, or national origin.
In administering its DBE program, the County will not, directly or through
contractual or other arrangements, use criteria or methods of
administration that have the effect of defeating or substantially impairing
accomplishment of the objectives of the DBE program with respect to
individuals of a particular race, color, sex, or national origin.
DBE PROGRAM UPDATES (Section 26.21)
We will continue to carry out this program until all funds from DOT
financial assistance have been expended. We will provide to DOT updates
representing significant changes in the program.
FEDERAL FINANCIAL ASSISTANCE AGREEMENT ASSURANCE
(Section 26.13)
The County has signed the following assurance, applicable to all DOT-
assisted contracts and their administration:
The County shall not discriminate on the basis of race, color,
national origin, or sex in the award and performance of any DOT
assisted contract or in the administration of its DBE Program or the
requirements of 49 CFR part 26. The recipient shall take all
necessary and reasonable steps under 49 CFR part 26 to ensure
nondiscrimination in the award and administration of DOT assisted
contracts. The recipient's DBE Program, as required by 49 CFR
part 26 and as approved by DOT, is incorporated by reference in
this agreement.
Implementation of this program is a legal obligation and failure to
carry out its terms shall be treated as a violation of this agreement.
Upon notification to the County of its failure to carry out its
approved program, the Department may impose sanctions as
provided for under part 26 and may, in appropriate cases, refer the
matter for enforcement under 18 U.S.C. 1001 and/or the Program
Fraud Civil Remedies Act of 1986 (31 US.C. 3801 et seq.)
111-110
150.06
150-07
REQUIRED CONTRACT CLAUSES (Sub-section 26.13, 26.29)
Contract Assurance
We will ensure that the following clause is placed in every DOT-assisted
contract and subcontract:
The contractor or subcontractor shall not discriminate on the basis
of race, color, national origin, or sex in the performance of this
contract. The contractor shall carry out applicable requirements of
49 CFR part 26 in the award and administration of DOT-assisted
contracts. Failure by the contractor to carry out these requirements
is a material breach of this contract, which may result in the
termination of this contract or such other remedy as the recipient
deems appropriate.
Prompt Payment
We will include the following clause in each DOT-assisted prime contract:
The prime contractor agrees to pay each subcontractor under this
prime contract no later than thirty (30) days from the receipt of each
payment the prime contractor receives from the County. The prime
contractor agrees further to return retainage payments to each
subcontractor within thirty (30) days after the subcontractor's work
is satisfactorily completed. Any delay or postponement of payment
from the above referenced time frame may occur only for good
cause following written approval of the County. This clause applies
to both DBE and non-DBE subcontractors.
OTHER CONTRACT PROVISIONS
1. Bidders List
If the recipient's DBE program provides for collecting information for
a bidders list by using a contract clause, the recipient should devise
an appropriate clause and include it in each DOT-assisted contract.
DOT's "Sample DBE Program" interpreting 49 CFR Section 26.11
lists various methods by which a recipient can collect information
for a bidders list. Use of a contract clause is one such method.
Recipients that choose to use another method would not include
such a clause in their DOT-assisted contracts.
111-111
2. Good faith efforts
In accordance with 49 CFR Section 26.51, the recipient must meet the
maximum feasible portion of their overall goal through race-neutral means
of facilitating DBE participation. The recipient is not required to set a
contract goal on every DOT-assisted contract, but must set contract goals
that will cumulatively result in meeting any portion of the overall goal the
recipient does not project meeting through the use of race-neutral means.
Contract goals may be established only on those DOT-assisted contracts
having sub-contracting possibilities.
When a contract goal is established pursuant to the recipient's DBE
program, the sample bid specification set forth below can be used to notify
bidders/offerors of the requirements to make good faith efforts. The forms
that follow the specification can be used to collect information necessary
to determine whether the bidder/offeror has satisfied these requirements.
The sample specification is intended for use in both non construction and
construction contracts for which a contract goal has been established.
Thus, it can be included in invitations for bid for construction, in requests
for architectural/engineering and other professional services, and in other
covered solicitation documents.
The requirements of 49 CFR Part 26, Regulations of the U.S.
Department of Transportation, apply to this contract. It is the policy
of the County to practice nondiscrimination based on race, color,
sex, or national origin in the award or performance of this contract.
All firms qualifying under this solicitation are encouraged to submit
bids/proposals. Award of this contract will be conditioned upon
satisfying the requirements of this bid specification. These
requirements apply to all bidders/offerors, including those who
qualify as a DBE. The bidder/offeror shall m'ake good faith efforts,
as defined in Appendix A, 49 CFR Part 26 (Attachment 1), to meet
the contract goal for DBE participation in the performance of this
contract.
The bidder/offeror will be required to submit the following
information: (1) the names and addresses of DBE firms that will
participate in the contract; (2) a description of the work that each
DBE firm will perform; (3) the dollar amount of the participation of
each DBE firm participating; (4) written documentation of the
bidder/offeror's commitment to use a DBE subcontractor whose
participation it submits to meet the contract goal; (5) written
confirmation from the DBE that it is participating in the contract as
provided in the commitment made under (4) and (5) if the contract
goal is not met, evidence of good faith efforts.
111-112
DBE participation in this contract may be in form of a prime
contract, subcontract, joint venture, or another arrangement that
qualifies under 49 CFR Sections 26.55, "How is DBE participation
counted toward goals?" or 26.53(g), both of which are included as
Attachment 2.
111-113
ATTACHMENT 1
DISADVANTAGED BUSINESS ENTERPRISE (DBE)
UTILIZATION
The undersigned bidder/offeror has satisfied the requirements of the bid specification in
the following manner (please check the appropriate space):
The bidder/offeror is committed to a minimum of
utilization on this contract.
% OBE
xx The bidder/offeror (if unable to meet the OBE goal of 10.04%) is
commited to a minimum of 0 % OBE utilization on this contract and submits
documentation demonstrating good faith efforts.
Name of bidder/offeror's firm: D. L. Porter Constructors, Inc.
:~le Re;t~:A51 066
Signature
Vice President
Title
111-114
ATTACHMENT 2
LETTER OF INTENT
Name of bidder/offeror's firm:
NONE RECEIVED
Address:
City:
State:
Zip:
Name of OBE firm:
Address:
City:
State:
Zip:
Telephone:
Description of work to be performed by DBE firm:
'-'-
The bidder/offeror is committed to utilizing the above-named DBE firm for the work
described above. The estimated dollar value of this work is $
Affirmation
The above-named DBE firm affirms that it will perform the portion of the contract for the
estimated dollar values as stated above.
By
(Signature)
(Title)
If the bidder/offeror does not receive award of the prime contract, any and all
representations in this Letter of Intent and Affirmation shall be null and void.
(Submit this page for each DBE subcontractor.)
111-115
SPECIAL PROVISIONS
DIVISION IV
SPECIAL PROVISIONS
SP-1 - PROJECT GENERAL REQUIREMENTS ...............................................................IV-2
SP-2 - NOTICE TO PROCEED, CONSTRUCTION
PHASING AND WORK SEQUENCING................................................................IV-22
SP-3 - CONTRACT TIME AND LIQUIDATED DAMAGES..............................................IV-27
SP-4 - PROTECTION OF AIRPORT CABLES, CONTROLS, NAVAIDS
AND WEATHER BUREAU FACILITIES ..............................................................IV-30
SP-5 - RESIDENT PROJECT REPRESENTATIVE .........................................................IV-32
SP-6 - SAFETY AND SECURITY REQUIREMENTS ......................................................IV-33
SP-7 - LIST OF DRAWl NGS ..................... ............................ ..........................................IV-38
SP-8 - RESIDENT ENGINEER'S (RPR) OFFICE (N/A) ..................................................IV-40
SP-9 - TEMPORARY F ACI LITI ES ...... ........... .............. ................................. ..................IV -41
SP-10 - DEW A TERI NG ........... ................. .............. ............. ...... ..................... ............... ....IV -46
SP-11 - PRECEDENCE OF DOCUMENTS .......................................................................IV-47
SP-12 - FINAL PAY REQUESTS AND RELATED FORMS ..............................................IV-48
SP-13 - SOIL BORING REPORT AND LABORATORY TESTING ...................................IV-49
IV-1
SPECIAL PROVISION NO.1
PRO-JECT GENERAL REQUIREMENTS
1. WORK LOCATION. The work will be performed at Kev West International
Airport which is located between Flaqler Avenue and South Roosevelt Boulevard,
Florida, on US Hiqhwav No.1.
2. SCOPE OF WORK. The purpose of this work is to replace the existing Hangars
and their associated infrastructure located west of the terminal complex at the
Key West International Airport. During this project the Contractor shall construct
the new hangars building and their access (taxilanes), north to the hangars a
new apron will be constructed, including the tie downs. Additionally, a new
automobile parking area will be developed west to the airport terminal. Also,
under this work the Contractor shall construct a new bathroom, install a new wind
cone, drainage system (inlets, pipes, and wells), asphalt marking, water source,
electrical power, sodding, landscaping, perform a mitigation plan, and related
work.
3. WORK PHASING AND SEQUENCING. Work phasing and sequencing
requirements are stipulated in Special Provision No.2 included hereinafter.
4. TIME OF COMPLETION AND LIQUIDATED DAMAGES. Work included in this
contract shall be completed within one hundred and fifty-five (155) calendar days
as stipulated in Special Provision Nos. 2 and 3.
5. PLANS. The plans included in this contract are listed in Special Provision NO.7.
6. LOCATION OF EXISTING UNDERGROUND CABLES AND STRUCTURES. All
existing cables, light fixtures, signs and related structures are to be protected by
the Contractor in accordance with the provisions contained in Special Provision
NO.4.
7. PROTECTION OF EXISTING PAVEMENTS AND STRUCTURES. The
Contractor shall be responsible for methods, means, materials and procedures
necessary to protect all existing facilities, property, asphalt and concrete
pavements, structures, equipment, and finishes from any and all damage
whatsoever arising from the execution or non-execution of the work of this
project.
The Contractor shall take all necessary precautions to protect asphalt and
concrete pavement surfaces when steel threaded equipment or vehicles are
used. Rubber tires or treads shall be used wherever possible.
IV-2
All conflicts discovered between existing underground utilities or structures and
new structures and other foundation work shall be immediately brought to the
attention of the Engineer who will then issue directions regarding a solution to the
conflict(s).
8. CONSTRUCTION LAYOUT AND STAKES. Contractor shall furnish all lines,
grades and measurements necessary for the proper prosecution and control of
the work and contracted for under these specifications.
The project layout surveying may be accomplished during daylight hours
provided the Contractor meets the following conditions:
A. The Contractor shall notify the Engineer and Airport Manager forty-eight
(48) hours in advance with dates and times surveying will be started so a
NOTAM can be issued.
B. No vehicles or heavy equipment shall be within 200' of the centerline of
Runway 9-27 or within 73' of any active taxiway centerline during the time
the survey work is being accomplished.
C. Only men and "hand tools" will be allowed within 125' of Runway 9-27
centerline, at the turn arounds and T/W's connectors.
D. Survey party members shall be equipped with hand-held radios and shall
continuously monitor the UNICOM and airline radio frequencies and pull
back men and survey equipment to a point 125' from the runway
centerline during aircraft operations.
E. No survey men or equipment will be allowed on the runway (100' wide) or
taxiway (50' wide). Pavement during survey work periods will not be
allowed unless authorized by the Engineer.
F. No survey work shall be accomplished without the presence of the
Engineer or his authorized representative.
9. VERIFICATION OF EXISTING CONDITIONS. Prior to bidding and commencing
with construction, the Contractor shall familiarize himself as to the existing
conditions. Should the Contractor discover any inaccuracies, errors or omissions
between the actual existinq conditions and the Contract Documents, he shall
within fifteen (15) calendar days prior to Bid Openinq, notify the Enqineer in
writinq. Submission of Bid by the Contractor shall be held as an acceptance of
the existing conditions by the Contractor.
IV-3
10. SAFETY AND PROTECTION.
A. General Project Safety: Inasmuch as each work area will be accessible
to and used by the public, the Owner and other com'panies doing business
at the Airport during the construction period, it is the Contractor's
responsibility to maintain each work area in a safe, hazard free condition
at all times. Should the Owner find the area unsafe at any time. they will
notify the Contractor, and the Contractor shall take whatever steps
necessary to remedy the unsafe condition. Should the Contractor not be
immediately available for corrective action, the Owner will remedy the
problem and the Contractor shall reimburse the Owner for the expense of
such correction.
B. Airfield and Security: This Project will take place within the secured
(fenced) airfield area of the Airport. When the Contractor enters upon said
secured area, the Contractor shall conduct all work in conformance with
the Safety and Security requirements included in Special Provision No.6.
C. Protection of Property: Fixed structures, equipment, paving,
landscaping and vehicles (automobiles, trucks, etc.) shall be protected
with drop cloths, shielding and other appropriate measures to ensure
maximum protection of all property and vehicles.
11. PRE-CONSTRUCTION CONFERENCE. Before beginning work at the site, the
Contractor shall attend a pre-construction conference and bring with him the
superintendent employed for this project. In the event the Contractor is unable to
attend, he shall send a letter of introduction with the superintendent in which he
advises the superintendent's full name and states that he is assigned to the
project and will be in full responsible charge. This conference will be called by
the Engineer or Resident Project Representative (RPR), who will arrange for the
Owner's representative and other interested parties to be present. At this time,
all parties will discuss the project under contract and prepare a program of
procedure in keeping with requirements of the drawings and specifications. The
superintendent will henceforth make every effort to expeditiously coordinate all
phases of the work, including the required reporting procedure, to obtain the end
result within the full purpose and intent of the drawings and specifications for the
project.
12. COORDINATION AND PROGRESS MEETINGS
A. General: The Engineer or RPR will prepare a written memorandum on
required coordination activities. Included will be such items as required
notices, reports, and attendance at meetings. This memorandum will be
distributed to each entity performing work at the project site.
IV-4
B. Weekly Coordination and Progress Meetings: The Engineer or RPR
will hold weekly general project coordination and progress meetings at
regularly scheduled times convenient for all parties involved. These
meetings are in addition to specific meetings held for other purposes, such
as special project meetings and special pre-installation meetings. The
Engineer or RPR will require representation at each meeting by every
party currently involved in coordination or planning for the work of the
entire project. Meetings will be conducted in a manner which will resolve
coordination problems.
C. The Engineer or RPR will record results of the meeting and distribute
copies to everyone in attendance and to others affected by decisions or
actions resulting from each meeting.
13. ADMINISTRATIVE/SUPERVISORY PERSONNEL. The Contractor shall provide
a full-time Project Management Team consisting of a Project Superintendent
and other supervisory personnel for the duration of the Project. The names and
qualifications of this team for this work shall be submitted to the Owner as part of
the Bidder Qualification Form. They shall have a minimum of five (5) years of
experience on suitable projects of equal difficulty. The Project Superintendent
shall be at the construction site at all periods when work is in progress. This
person shall have full authority to act in the Contractor's behalf. It is agreed and
understood that, if requested in writing by the Owner, the Contractor shall replace
any member of the team with another meeting the required qualifications within
three (3) days of the receipt of the request.
14. SPECIAL REPORTS.
A. Reporting Unusual Events: When an event of an unusual and
significant nature occurs at the site, Contractor shall prepare and submit a
special report to the Engineer. List chain of events, persons participating,
response by the Contractor's personnel, an evaluation of the results or
effects and similar pertinent information. Advise the Owner and Engineer
as soon as possible when such events are known. .
B. Submit special reports directly to the Owner within one day of occurrence.
Submit a copy of the report to the Engineer and other entities that are
affected by the occurrence within one day of the occurrence.
15. SCHEDULE OF WORK
A. Prepare and submit, in triplicate, for the Engineer's information, progress
schedules for the work.
IV-5
B. Progress schedules shall relate to the entire project to the extent required
by the Contract Documents and shall provide for expeditious and
practicable execution of the work.
C. Progress schedules shall be updated monthly.
D. Percent complete shall be based on actual construction in place or dollar
volume of the work. If dollar volume of the work reflects the greater
percent complete, the maximum percent complete shall in no case exceed
5 percent of the value of the in-place construction.
16. PROGRESS SCHEDULE.
A. Preliminary Schedule: Within 15 days after date of Notice of Award and
Acceptance, the Contractor shall submit his preliminary network phasing
diagram (Preliminary Schedule) indicating a comprehensive overview of
the Project including an activity line for each of the work segments to be
performed at the site.
1) Arrange the schedule to indicate required sequencing of work and
to show time allowances for submittals, inspections, and similar
time margins.
2) The submitted schedule shall be reviewed by the Engineer and
Owner for conformance to Critical Dates and overall project
completion time criteria. Lack of this information will be cause for
rejection of the schedule.
3) Following initial submittal of schedule to and response by the
Engineer, print and distribute the Progress Schedule to entities with
a need-to-know responsibility, including three (3) copies to the
Engineer. Post in temporary office space. Revise at intervals
matching payment requests, and redistribute and repost. Provide
copies required with payment requests.
17. MAINTENANCE OF SCHEDULE. The Contractor's Progress Schedule must be
updated on a monthly basis, and a copy thereof submitted with each of the
Contractor's Applications for Payment. The updated Progress Schedule shall not
only indicate revisions to the Schedule for upcoming work but show "as-built"
schedule progress data. The Engineer will not recommend for payment, by the
Owner, an Application for Payment without the Contractor's submission of a
Monthly Schedule Update.
A. If the Contractor's Monthly Schedule Update reflects, or the
Engineer determines, that the Contractor is at least ten percent
IV-6
(10%) behind the original Progress Schedule or fourteen (14) or
more calendar days behind the original Progress Schedule for:
1) the work as a whole;
2) a major Contract item;
3) an item of work which is on the critical path; or
4) an item of work not on the original critical path that, because
of the delay or anticipated delay became a critical path item;
then the Contractor must submit with the Monthly Schedule Update
his proposed plan for bringing the work back on schedule and
completing the Work within the Contract time.
B. The Progress Schedule shall be coordinated by the Owner's Project
Administrator with the overall schedule for the Airport Projects. The
Contractor is required to revise the Progress Schedule promptly in
accordance with the conditions of the work, subject to approval by
the Owner's Project Coordinator and the Engineer.
C. The Contractor shall comply fully with all time and other
requirements of the Contract Documents. Recommendation of an
Application of Payment of the Engineer and payment thereon by
the Owner, without the submission of a Monthly Schedule Update,
shall not constitute a waiver of the requirements of such updates,
nor shall it relieve the Contractor from the obligation to complete
the Work within the Contract Time.
D. Should a review of work indicate a critical path (milestone) item has
fallen behind the approved schedule; at the option of the Engineer;
funds equal to the established liquidated damages for the number
of calendar days behind schedule will be withheld until that critical
path item is brought back on schedule.
18. CHANGES IN THE SCHEDULE.
A. Minor Changes: Each week, prior to the weekly coordination
meeting, during the time of the contract, the Contractor shall notify
the Engineer of any minor changes that are anticipated in the
schedule for the following week.
B. Major Changes: If for any reason, a major change in the approved
schedule is anticipated, the Contractor shall make the necessary
IV-7
changes to the schedule and resubmit the revised schedule for
approval.
Copies of the approved schedule shall be posted in the Contractor's
field office with completed work identified in colored pencil.
19. MAINTENANCE OF TRAFFIC.
A. The Contractor shall not obstruct nor create a hazard to any traffic
during the prosecution of the work and shall be responsible for
repair of all damage to existing pavement or facilities caused by his
operations.
B. Beginning date of Contractor's Responsibility: the Contractor's
responsibility for maintenance of traffic shall begin on the day he
starts the work and continue until Final Completion and Acceptance
of the Project.
C. Sections Not Requiring Traffic Maintenance: the Contractor will not
be required to maintain traffic over those portions of the Project
where no work is to be accomplished or where construction
operations will not affect aircraft operations. The Contractor,
however, shall not obstruct nor create a hazard to any traffic during
the prosecution of the work and shall be responsible for repair of
any damage to existing pavement or facilities caused by his
operations.
D. Traffic During Construction: All construction vehicles are required
to use existing traffic routes. Normal traffic lanes are not to be used
as staging areas for arriving delivery vehicles. The Contractor's
employees shall utilize the designated Contractor employee parking
area.
E. Contractor Signing: The Contractor may furnish and install
construction traffic directional signs along the existing traffic route.
The signs shall depict Contractor's logo or name, directional arrows
and "deliveries". Signs shall be of sufficient size to have 8" high
message and shall be located at each decision point. All signs and
their locations shall be approved by the Engineer and Owner. NO
OTHER SIGNS ARE PERMITTED.
F. Material Deliveries: The Contractor shall make his own material
and equipment deliveries. No deliveries shall be made by vendors
or suppliers without escort by a representative of the Contractor.
IV-8
G. Notification: On days when construction traffic is expected to be
extra heavy or when oversized pieces of equipment are to be
delivered, give minimum forty-eight (48) hours notice to the
Engineer.
H. All Contractor's material orders for delivery to the work site will use
as a delivery address, the street name and number assigned to the
access point onto the airport. The name "KEY WEST
INTERNATIONAL AIRPORT" shall not be used in the delivery
address at any time. This will preclude delivery trucks from
entering into aircraft operations areas inadvertently. All Contractor
material orders for the work site shall be delivered to the areas
designated as the Contractor's receiving area. All deliveries shall
be made only during the Contractor's working hours.
I. Interference Request:
1) The Contractor shall be responsible for notifying the Owner
in writing and securing approval for any and all interruptions
or interference with traffic (pedestrian, automobile, or other
necessary function of the Airport or any of the Airlines).
2) The request shall include a traffic control plan indicating
barricades, lighting and flagmen where required.
3) Such notification shall be made as soon as possible but in
no case less than 48 hours prior to interference.
4) It is suggested that the Contractor utilize a standard form
addressed to the Owner with a blank space for a description
of the interference, the exact area affected, the exact times
and dates the interference will take place and blanks for the
Owner's approval. The forms shall be submitted in dupli-
cate. No interference will be allowed until the Contractor has
received back a copy of the approved interference request
form.
J. Personnel Traffic:
1) General: All construction personnel shall be restricted to
construction areas. They shall wear shirts with sleeves and
long pants at all times.
2) Use of Public Areas: The Contractor's workmen shall not
utilize public areas for taking their "work breaks" or "lunch
breaks". Areas for this purpose can be designated by the
IV-9
Owner upon request. No Public Toilets shall be used by any
workmen at any time.
20. DAILY CLEAN-UP AND TRASH REMOVAL.
A. Debris from this work shall be promptly removed from the site at
least daily. It shall not be allowed to become a hazard to the safety
of the public.
8. The Contractor shall be responsible for clean-up and trash removal.
Accumulation of trash and debris will not be allowed and the
Engineer or RPR may at any time direct the Contractor to
immediately remove his trash and debris from the site of the work
when in the opinion of the Owner such trash constitutes a nuisance
or in any way hinders the work or the Airports operations. If the
Contractor should fail to remove his trash and debris from the site
of the work in a timely manner, the Owner may have this work
performed and deduct the cost of such from Contractor's payment.
21. CLEANING AND PROTECTION.
A. General: During handling and installation of work at the project site, clean
and protect work in progress and adjoining work on the basis of
continuous daily maintenance. Apply protective covering on installed work
to ensure freedom from damage or deterioration.
8. Clean and perform maintenance on installed work as frequently as
necessary through the remainder of the construction period. Adjust and
lubricate operable components to ensure operabi~ity without damaging
effects.
C. Limiting Exposure of Work: To the extent possible through appropriate
control and protection methods, supervise performance of the work in
such a manner and by such means which will ensure that none of the
work, whether completed or in progress, will be subjected to harmful,
dangerous, damaging or otherwise deleterious exposure during the
construction period. Such exposures include, where applicable, but not by
way of limitation the following:
1) Excessive static or dynamic loading
2) Excessive internal or external pressures
3) Solvents
4) Chemicals
IV-10
5) Light
6) Puncture
7) Abrasion
8) Heavy Traffic
9) Soiling
10) Combustion
11) Improper shipping or handling
12) Theft
13) Vandalism
D. Protection at Openings: Contractor shall provide protection at all openings
in structures and finishes to maintain the building weather and dust tight.
All protection shall be of solid material and substantial so that it will not be
disturbed by wind and weather normal to the area and season, and also
tight fitting to prevent noise infiltration.
E. Protection of Improvements:
1) Damage to Existing Facilities: Existing surfaces and materials of
the Owner's property not requiring work by the Contract Documents
that is damaged by the Contractor's operations shall be
immediately repaired. Repaired surfaces and materials shall match
existing adjacent undamaged surfaces and materials. Repair work
shall be coordinated with the Engineer and Owner with regard to
time and method.
2) Accidental Demolition: All structures or parts thereof that may
become damaged due to accident or Contractor's error shall be
restored to their original condition at no cost to the Owner.
Materials and equipment being used in the repair or replacement
resulting from damage shall be new and' shall perform at the
manufacturer's published capacities. If the existing equipment or
materials cannot be identified, or if unavailable, the selection of the
replacement will be subject to approval by the Engineer in writing.
F. Overhead Protection
IV-11
1) No cranes or other construction equipment shall cross over non-
construction personnel, their travel ways or ride systems.
2) The plan of operation of cranes and other hoisting equipment shall
be established in writing by the Contractor. This plan of operation
shall be subject to approval by the Engineer.
22. CONSERVATION AND SALVAGE
A. General: It is a requirement for supervision and administration of the Work
that construction operations be carried out with t~e maximum possible
consideration given to conservation of energy, water and materials. In
addition, maximum consideration shall be given to salvaging materials and
equipment involved in performance of the work but not incorporated
therein. Refer to other sections for required disposition of salvaged
materials which are the Owner's property.
23. TESTING COST BORNE BY OWNER. Unless otherwise specified herein, all
initial construction "acceptance" testing costs shall be borne by the Owner. An
independent testing laboratory selected and responsible to the Engineer shall
perform all "acceptance" testing required by the technical specifications or as
directed by the Owner and/or the Engineer.
24. TESTING COST BORNE BY CONTRACTOR. The Contractor shall bear the
cost of testing under the following conditions:
A. If substitute materials or equipment are proposed by the Contractor, he
shall pay the cost of all tests which may be necessary to satisfy the
Engineer that specification requirements are satisfied. The Contractor
shall pay for the Engineer's time spent in review and administrating such
proposed substitution.
8. If materials or workmanship are used which fail to meet specification
requirements, the Contractor shall pay the cost of all testing deemed
necessary by the Engineer to determine the safety or suitability of the
material or element.
C. The Contractor shall pay for all testing costs including, but not limited to,
power, fuel, and equipment cost which may be required for complete
testing of all equipment and systems for proper operation.
D. The Contractor shall pay for all testing required for materials, job mix
designs, equipment, structures and related items included in all shop
drawings and other submittals as required by the Technical Specifications
to be submitted and approved by the Engineer prior to construction.
IV-12
25. PROJECT DOCUMENTATION.
A. Project Drawings: The successful Contractor will be furnished, at no
charge, four (4) copies of drawings and specifications. Additional copies
may be purchased at actual cost of reproduction.
A field set of drawings and specifications shall remain on the job site at all
times and shall be available at all times to the Engineer. The field set
shall be continuously updated to reflect the "as-built" condition of all work
included in this Contract.
The Contractor shall immediately include plainly and conspicuously on the
field set of drawings, and at appropriate paragraphs in the specifications,
all changes or corrections made by addenda and change orders as they
are issued.
Approved copies of all shop drawings and other submittals are to be kept
on the job site at all times and shall be available at all times to the
Engineer.
Changes and deviations from the existing conditions shall be submitted in
writing for approval by the Engineer or Owner prior to installation. In no
case shall any unspecified equipment or materials be installed without
prior approval by the Engineer.
8. Record Documents:
1) Definition: Record copies are defined to include those documents
or copies relating directly to performance of the work, which the
Contractor is required to prepare or maintain for the Owner's
records, recording the work as actually performed. In particular,
record copies show changes in the work in relation to the way in
which shown and specified by the original contract documents; and
show additional information of value to the Owner's records, but not
indicated by the original Contract Documents. Record copies
include newly-prepared drawings (if any are specified), marked-up
copies of contract drawings, shop drawings, specifications,
addenda and change orders, marked-up product data submittals,
record samples, field records for variable and concealed conditions
such as excavations and foundations, and miscellaneous record
information on work which is otherwise recorded only schematically
or not at all. .
2) Record Drawings: The Contractor shall maintain a set of Record
Drawings at the job site. These shall be kept legible and current
and shall be available for inspection at all times by the Engineer.
IV-13
Show all changes or work added on these Record Drawings in a
contrasting color.
a) Mark-up Procedure: During progress of the work, maintain a
white-print set (blue-line or black-line) of contract drawings
and shop drawings, with mark-up of actual installations
which vary substantially from the work as originally shown.
Mark whatever drawing is most capable of showing actual
physical condition, fully and accurately. Where shop
drawings are marked up, mark cross-reference on contract
drawings at corresponding location. Mark with erasable
colored pencil, using separate colors where feasible to
distinguish between changes for differ~nt categories of work
at the same general location. Mark-up important additional
information which was either shown schematically or omitted
from original drawings. Give particular attention to
information on work concealed, which would be difficult to
identify or measure and record at a later date. Note
alternate numbers, change order numbers and similar
identification. Require each person preparing the mark-up to
initial and date the mark-up and indicate the name of the
firm. Label each sheet "PROJECT RECORD" in 1-1/2 inch
high letters.
In showing changes in the work use the same legends as
used on the original drawings. Indicate exact locations by
dimensions and exact elevations by job datum. Give
dimensions from a permanent point.
b) Preparation of Record Drawings: In preparation for
certification of substantial completion on the last major
portion of the work, review the completed mark-up of record
drawings and shop drawings with. the Engineer. The
Engineer will then proceed with preparation of a full set of
corrected contract drawings. The Engineer will date each
updated drawing and label each sheet "PROJECT
RECORD" in 1-1/2 inch high letters. Printing as required
herein is the responsibility of the Engineer.
c) Copies, Distribution: Upon completion of record drawings,
the Engineer shall prepare blue-line or black-line prints of
each drawing, regardless of whether changes and additional
information were recorded thereon. The Engineer shall then
organize into manageable sets, bind with durable paper
cover sheets, and print suitable titles and dates. The mark-
up set of prints maintained during the construction period
IV-14
shall be bound in the same manner. The Engineer will retain
one copy set. At the completion of the project, the Engineer
shall submit one set of prints, with changes noted thereon, to
the Owner.
3) Record Drawings shall contain the names, addresses and phone
numbers of the General Contractor and the major sub-contractors.
4) The Engineer shall be the sole judge of the acceptability of the
Record Drawings. Receipt and acceptance of the As-8uilt
drawings is a pre-requisite for Final Payment.
C. Record Specifications
1) During progress of the work, maintain one copy of specifications,
including addenda, change orders and similar modifications issued
in printed form during construction, mark-up variations (of
substance) in actual work in comparison with text of specifications
and modifications as issued. Give particular attention to
substitutions, selection of options, and similar information on work
where it is concealed or cannot otherwise be readily discerned at a
later date by direct observation. Note related record drawing
information and product data where applicable. Upon completion of
the mark-up, submit to the Engineer for the Owner's records. Label
the front cover "PROJECT RECORD" in 1-1/2 inch high letters.
2) Where the manual is printed on one side of the page only, mark
variations on blank left-hand pages of the Project Manual, facing
printed right-hand pages containing original text affected by
variation.
D. Record Product Data
During progress of the work, maintain one copy of each product data
submittal, and mark-up significant variations in the actual work in
comparison with submitted information. Include both variations in product
as delivered to site, and variations from manufacturer's instructions and
recommendations for installation. Give particular attention to concealed
products and portions of the work which cannot otherwise be readily
discerned at a later date by direct observation. Note related change
orders and mark-up of record drawings and specifications. Upon
completion of the mark-up, submit the complete set of product data
submittals to Engineer for the Owner's records. Label each data
submittal "PROJECT RECORD" in 1-1/2 inch high letters.
IV-15
E. Record Sample Submittal
Immediately prior to the date(s) of substantial completion, the Engineer
and Owner's personnel will meet with the Contractor on site, and will
determine if any of the submitted samples maintained by the Contractor
during progress of the work are to be transmitted to the Owner for record
purposes. Comply with the Engineer's instructions for packaging,
identification marking, and delivery to the Owner's sample storage space.
Dispose of other samples in the manner specified for disposal of surplus
and waste materials, unless otherwise indicated by the Engineer.
F. Miscellaneous Record Submittals
Refer to other sections of these specifications for requirements of
miscellaneous record-keeping and submittals in connection with actual
performance of the work. Immediately prior to the date(s) of substantial
completion, complete miscellaneous records and place in good order,
properly identified and bound or filed, ready for continued use and
reference. Submit to the Engineer for the Owner's records. Categories of
requirements resulting in miscellaneous work records are recognized to
include, but are not limited to, the following:
1) Required field records on excavations, foundations underground
construction, wells and similar work.
2) Surveys by a Registered Land Surveyor establishing lines and
elevations of finished construction.
3) Inspection and Test Reports: Where not processed as shop
drawings or product data.
4) Asphalt or PCC concrete pavement or backfill mix design record
and/or certifications.
5) Concrete mix certifications.
6) Manufacturer's certifications that all fence component materials
conform to specified ASTM specifications. Certifications shall be
accompanied by reports containing the test results for which the
certifications are made.
G. Project Close-out
Project close-out is hereby defined to include general requirements near
end of Contract Time, in preparation for final acceptance, final payment,
norm11 termination of contract, occupancy by the Owner and similar
IV-16
actions evidencing completion of the work. Specific requirements for
individual units of work are specified in other sections. Time of close-out
is directly related to substantial completion, and therefore may be a single
time period for the entire work or a series of time periods for individual
parts of the work which have been certified as substantially complete at
different dates. The time variation, if any, shall t;>e applicable to other
provisions of this section.
H. Prerequisites to Substantial Completion
1) Prior to requesting the Engineer's inspection for certification of
substantial completion, for either the entire work or portions thereof,
complete the following and list known exceptions in request:
a) In progress payment request coincident with, or first
following the date claimed, show 100% completion for the
portion of work claimed as "substantially completed", or list
incomplete items, value of incompleteness, and reasons for
being incomplete.
b) Include supporting documentation for completion as
indicated in the Contract Documents.
c) Submit statement showing accounting of changes to the
Contract Sum.
d) Advise the Owner of pending insurance change-over
requirements.
e) Obtain and submit releases enabling the Owner's full and
unrestricted use of the work and access to services and
utilities, including, where required, occupancy permits,
operating certificates, and similar releases.
f) Deliver tools, spare parts, extra stocks of materials, removed
light fixtures, transformers and similar physical items to the
Owner.
g) Make final change-over of locks and transmit keys to the
Owner, and advise Owner's personnel of change-over in
security provisions.
h) Complete start-up testing of systems, and instructions of
Owner's operating-maintenance personnel. Discontinue, or
change over and remove from project site, temporary
facilities and services, along with construction tools and
facilities, mock-ups, barricades and similar elements.
IV-17
2) Inspection Procedures: Upon receipt of the Contractor's request,
the Engineer will proceed with inspection or advise the Contractor
of prerequisites not fulfilled. Following initial inspection, the
Engineer will prepare a Certificate of Substantial Completion or
advise the Contractor of work which must be performed prior to
issuance of the Certificate and will perform a repeat inspection
when requested and assured by the Contractor that the work has
been substantially completed. Results of the completed inspection
will form an initial "punchlist" for final acceptance.
I. Prerequisites to Final Acceptance
1 ) Prior to requesting the Engineer's final inspection for certification of
final acceptance as required by the General Provisions, the
Contractor shall complete the following and list known exceptions in
the request:
a. Submit certified copy of the Engineer's final punchlist of
itemized work to be completed or corrected, stating that
each item has been completed or otherwise resolved for
acceptance, endorsed and dated by the Engineer.
b. Complete final cleaning up requirements, including touch-up
of marred surfaces.
c. Touch-up and otherwise repair and restore marred exposed
finishes.
2) Re-inspection Procedures: Following Substantial Completion, the
Contractor shall correct or remedy all Punchlist items to the
satisfaction of the Engineer and Owner within a two (2) week period
after the Date of Substantial Completion. If subsequent inspections
are necessary after the two week period in order to eliminate all
deficiencies, the cost of all subsequent inspections with respect to
the Owner and Engineer's time shall be paid by the Contractor.
When ready, the Contractor shall request in writing a final
inspection of the work. Upon completion of reinspection, the
Engineer will prepare a Certificate of Final Acceptance or advise
the Contractor of work not completed or obligations not fulfilled as
required for Final Acceptance. If necessary, the procedures will be
repeated.
J. Prerequisites to Final Payment
IV-18
1) Final Payment: Final Payment will be made after final acceptance
of the project by the Engineer and Owner upon request by the
Contractor on condition that the Contractor:
a) Furnish properly executed complete releases of lien from all
material men and subcontractors who have furnished
materials or labor for the Work and submit supporting
documentation not previously submitted and accepted.
Include certificates of insurance for products and completed
operations where required.
b) Furnish the Contractor's Affidavit of Release of Liens (2
copies) that all material men and subcontractors have been
paid in full. In the event they have not been paid in full, the
Owner shall retain a sufficient sum to pay them in full and at
his option may make direct payment as provided in Chapter
713, Florida Statutes, as amended, to obtain complete
releases of lien. This authorization to make a direct payment
is not an acknowledgement or waiver by the Owner that an
unpaid Subcontractor Material man may seek payment from
the Owner rather than from the Public Construction 80nd
Surety as required by Sect. 255.05, F.S.
c) Furnish Contractor's Affidavit of Debts and Claims (2
copies).
d) Furnish required sets of record drawings and maintenance
and operating instructions of new mechanical equipment.
e) Furnish guarantees signed by subcontractors, material
suppliers, and countersigned by the Contractor for operating
equipment.
f) Submit specific warranties, workmanship-maintenance
bonds, maintenance agreements, final certifications and
similar documents.
g) Furnish a signed guarantee, in form acceptable to Engineer
and Owner agreeing to repair or replace as decided by the
Engineer, all work and materials that prove defective within
one (1) year (or more) from the date of final acceptance,
including restoration of all other work damaged in making
such repairs or replacements.
h) Furnish consent of Surety to final payment.
IV-19
i) Submit updated final statement, accounting for final changes
to Contract Sum.
j) Submit evidence of final, continuing insurance coverage
complying with insurance requirements.
k) Certify that all Social Security, Unemployment and all other
taxes (City, State, Federal Government) have been paid.
I) Provide receipt, as applicable, of affidavits certifying all labor
standards of local, State, or Federal requirements have been
complied with by the Contractor.
m) Submit actual D8E participation percentages.
K. Record Document Submittals
Specific requirements for record documents are shown in the section,
PROJECT RECORD DOCUMENTS. Other requirements are indicated in
the General Provisions. General submittal requirements are indicated in
"Submittals" sections. Do not use record documents for construction
purposes; protect from deterioration and loss in a secure, fire-resistive
location; provide access to record documents for the Engineer's reference
during normal working hours.
1) Record Drawings: The Engineer shall organize record drawing
sheets into manageable sets, bind with durable paper cover sheets,
and print suitable titles, dates and other identification on cover of
each set.
2) Record Specifications: Upon completion of mark-up, submit to the
Engineer for the Owner's records.
3) Record Product Data: Upon completion of mark-up, submit a
complete set to the Engineer for the Owner's records.
4) Record Sample Submittal: Comply with the Engineer's instructions
for packaging, identification, marking, and delivery to the Owner's
sample storage space.
5) Miscellaneous Record Submittals: Complete miscellaneous
records and place in good order, properly identified and bound or
filed, ready for continued use and reference. Submit to the
Engineer for the Owner's records.
IV-20
6) Maintenance Manuals: Complete, place in order, properly identify
and submit to the Engineer for the Owner's records.
L. Close-out Procedures
General Operating and Maintenance Instructions: Arrange for each
installer of work requiring continuing maintenance or operation, to meet
with the Owner's personnel at the project site to provide basic instructions
needed for proper operation and maintenance of the entire work. Include
instructions by manufacturer's representatives wh~re installers are not
expert in the required procedures. Review maintenance manuals, record
documentation and materials, lubricants, fuel, identification system, control
sequences, hazards, cleaning and similar procedures and facilities. For
operational equipment, demonstrate start-up, shut-down, emergency
operations, safety, economy, efficiency adjustments, and similar
operations. Review maintenance and operations in relation with
applicable warranties, agreements to maintain bonds, and similar
continuing commitments. Permit owner employees to video tape
operating and maintenance instructions.
26. FINAL CLEANING.
A. Provide final cleaning of the work, at the time indicated, consisting of
cleaning each surface or unit of work to normal"clean" condition.
8. Removal of Protection: Remove temporary protection devices and
facilities which were installed during the course of the work to protect
previous completed work during the remainder of the construction period.
C. Compliances: Comply with safety standards and governing regulations for
cleaning operations. Do not burn waste materials at site, nor bury debris
or excess materials on Owner's property. Do not discharge volatile or
other harmful or dangerous materials into drainage systems. Remove
waste materials from site and dispose of in a lawful manner.
Where extra materials of value remain after the completion of the
associated work have become the Owner's property, dispose of these as
directed by the Owner.
IV-21
SPECIAL PROVISION NO.2
NOTICE TO PROCEED, CONSTRUCTION
PHASING AND WORK SEQUENCING
NOTICE TO PROCEED
To avoid the Contractor from being held responsible for delays in obtaining the
necessary permits, and having these delays deducted from the total calendar days
provided in the contract to complete construction, two (2) Notice to Proceeds will be
issued as follows:
1 . Notice to Proceed (Permits)
A Notice to Proceed will be issued ten (10) days after award of contract, for the
Contractor to pursue obtaining the necessary permits.
This Notice to Proceed shall allow the Contractor to obtain any necessary
construction permits which will be required to accomplish the work. Also, during
this notice, the Contractor shall order and deliver materials, equipment and
supplies needed to complete the work. No on-site construction activities shall be
accomplished and the Airport shall remain open to aircraft operations during this
time.
2. Notice to Proceed (Construction)
The Contractor shall submit a construction progress schedule to the Engineer in
accordance with Section 16 of Special Provision NO.1. The progress schedule
shall indicate the phasing and work sequencing anticipated to be accomplished
by the Contractor. No actual work shall begin until the construction progress
schedule has been approved by the Engineer.
Only after the Contractor has obtained all the necessary permits, will the Notice
to Proceed be issued, which shall state the date on which it is expected the
Contractor will begin the construction and from which date contract time will be
charged.
This Notice to Proceed shall include all the construction activities necessary to
complete the work in accordance with the Contract Documents. One hundred
and fifty-five (155) calendar days will be allowed to complete this work.
IV-22
WORK SEQUENCING
The work included in this Contract shall be accomplished in accordance with, but not
limited to, the following work sequencing:
Notice to Proceed (Permit)
1. Obtain permits as required for construction.
2. Prepare and transmit all required shop drawings, submittals and certifications as
required by the Contract Documents to the Engineer for review and approval.
3. Place orders for the purchase and delivery of equipment, materials and supplies
required to complete the work in accordance with the Contract Documents.
4. Prepare his staging area and establish haul routes.
5. Mobilize equipment, materials and supplies in Contracto.r's staging area. No
men, equipment, materials or supplies will be allowed outside the staging area
during this time unless otherwise authorized by the Engineer.
Notice to Proceed (Construction)
Construction Sequence
This sequence shall include all the construction activities necessary to complete
the work in accordance with the contract documents. One hundred and fifty-five
(155) calendar days will be allowed to complete the work in its entirety, and shall
be constructed as follows:
Phase I (a) Work to be performed:
The contractor will need to scarify the pavement area of the existing
parking lot. When this work is completed, excavation will be required for a
new drainage pipe to be installed from a existing catch basin located at
the east end to an existing drainage well, that is located on the northwest
side of the parking lot. In addition a 2" water main along with a isolation
valve will be constructed from a tie-in to existing' service as shown on
plans in a westerly direction, terminating at the proposed restroom
adjacent to the proposed hangars as shown on the plans. A portion of this
water main should installed under Phase II, as shown on plans. Once the
excavated areas has been properly backfilled and compacted, the parking
area will receive new asphalt overlay. Additionally new concrete curbing,
sidewalk, landscaping, pavement marking (including handicap parking
areas) will be constructed. Some security fencing with 3 barb wires will
IV-23
also be installed tieing into the security fencing, security gate and card
reader also will be installed.
Contractor shall maintain security and access to the airport at all times.
This phase shall be constructed prior to starting Phase I(b), unless
another approved method of Phasing has previously been discussed and
authorized by the AlE.
This phase shall be done during weekday, Monday thru Friday from
8:00am to 5:00pm, unless another work schedule has been discussed and
approved by the A&E.
Phase I (b) Work to be performed:
The contractor shall first demolish an existing metal hangar; this work is to
be completed prior to scarifying the remainder of the parking area as
shown on the plans. There also will be excavation necessary to install a
4" PVC sanitary sewer pipe from an existing sanitary manhole located to
the east side of Phase I(b) to the westerly bondary of Phase I(b). It will be
necessary to temporarly plug the end of the pipe, until Phase II continues
the installation. Once the trench has been properly backfilled and
compacted, the entire, Phase I(b) area will receive new base material
subsequently followed by new asphalt overlay. After this work is
completed the remainder of concrete curb, sidewalk, landscaping, and
pavement marking that was partially completed under Phasel(a), is to be
constructed as it is shown on the plans.
Contractor shall maintain security and access to the airport at all times.
This phase shall be constructed prior to starting Phase II unless another
approved method of phasing has previously been discussed and
authorized by the AlE.
This phase shall be done during weekdays, Monday thru Friday 8:00am to
5:00pm, unless another work schedule has been discussed and approved
by the A&E.
Phase II
Work to be performed:
The contractor shall first demolish the existing hangars as shown in the
demolition plans. The contractor then can scarify the entire area for
Phase II as shown on the plans. After this work is completed the
contractor shall continue the installation of the 2" water main from the
point it was terminated at the westerly boundary of Phase I(a), along the
northerly boundary of Phase II and terminating it at the proposed restroom
adjacent to the proposed rectangular hangars as shown on the plans.
IV-24
In addition the contractor shall continue the installation of the 4" PVC
sanitary sewer which was temporally plugged, along the southerly
boundary of Phase II, making a tie-in into the proposed restrooms.
Contractor shall install ductbank along the outside south perimeter of
Phase II, to provide electrical hook-up for the proposed hangars and
restrooms. Contractor will be required to properly backfill and compact the
open trenches for the (2) two pipes installed. Contractor will then apply
new embankment and base material over the entire area of Phase II.
Following the installation of new base material and embankment, the
contractor can start forming for 6" concrete slabs to provide foundation for
the new rectangular and T-hangars. Once this work is completed, the
contractor can lay the asphalt overlay to match the concrete slabs to
provide a smooth access to the new hangars. Contractor may now begin
erecting the new hangars. On the south side of the newly erected
hangars is 5' concrete sidewalk to be constructed as shown on the
geometry plans.
Contractor shall maintain security and access to the airport at all times.
This phase shall be constructed prior to starting Phase IV(a) & Phase
IV(b), unless another approved method of phasing has previously been
discussed and authorized by the AlE.
This phase shall be done during weekdays, Monday thru Friday 8:00am to
5:00pm, unless another work schedule has been discussed and approved
by the A&E.
Phase III
Work to be performed:
This area involves mitigation required by South Florida Water
Management District (SFWMD) and the Corps of Engineers. The work
includes clearing and grubbing, removal of old existing pavement, and
removal of exotic plants and Australian pines.
Phase IV (a) Work to be performed:
Phase IV(a) involves the milling and resurfacing of an area shown on the
plans. In addition some drainage is to be installed along with new
pavement marking. In Phase IV(a) the contractor has the option of
applying the asphalt overlay for the entire area of Phase II and Phase
IV(a).
Contractor shall maintain security and access to the airport at all times.
This phase shall be constructed prior to starting Phase IV(b), unless
another approved method of phasing has previously been discussed and
authorized by the AlE.
IV-25
This phase shall be done during weekday, Monday thru Friday from
8:00am to 5:00pm, unless another work schedule has been discussed and
approved by the A&E.
Phase IV (b) Work to be performed:
Contractor shall regrade Phase IV (b), which will include the installation of
new drainage, and new sod. The demolition of the existing wind cone and
segmented circle, which falls within Phase IV (b), can not take place until
the new wind cone and segmented circle has been installed and is
operational. Located to the east end of Phase IV (b) an area to the right of
the taxilane entrance, will require some regarding for drainage installation
and new sod. The hangar buildings can also be erected, while the
contractor is working in another Phase. Scheduling and coordination shall
be approved by the NE prior to the erection. Contractor needs to be
aware that the limits of work for Phase IV (b) extends 25' to the north of
Phase IV(b) boundary line.
Contractor shall maintain security and access to the airport at all times.
This phase shall be done during weekday, Monday thru Friday from
8:00am to 5:00pm, unless another work schedule has been discussed and
approved by the A&E.
The Contractor shall develop the new landscaping activities and mitigation plan.
The Contractor shall have available at all times appropriate sweeping and
vacuuming equipment to remove any dust or debris. An inspection shall be
performed by the owner representative to insure the taxiway is clear of any
debris prior to opening each morning.
Upon completion of the work, and before final payment, the contractor shall
remove all equipment, surplus, discarded materials and rubbish, and shall submit
an as-built information signed and sealed by a professional land surveyor,
showing final grade elevations every 50 feet longitudinal and 25 feet
transversally, and finish drainage information such as invert elevations, location,
structure elevation, etc.
During the week of Fantasy Fest (October 31) and New Year week the contractor
shall coordinate with the airport manager, RPR, and F80's to isolate his work in
some specific areas. The airport manager may instruct the Contractor to stop the
work during this time. No additional time and/or cost will be granted to the
Contractor.
The contractor shall have a total of one hundred and fifty-five (155) consecutive
calendar days from the issuances of the Notice-to-Proceed (Construction) to
complete all work associated with this project.
IV-26
SPECIAL PROVISION NO.3
CONTRACT TIME AND LIQUIDATED DAMAGES
CONTRACT TIME
NOTICE TO PROCEED DESCRIPTION CONTRACT TIME TO
COMPLETE
This notice shall allow the Contractor to obtain any necessary
construction permits required to accomplish the work. Also,
NOTICE TO PROCEED during this time, the Contractor shall order and deliver materials, A.S.A.P.
(PERMITS) equipment and supplies needed to complete the work. No on-site
construction activities shall be accomplished and the Airport
shall remain open to aircraft operations during the stage.
This project will have six (6) phases to be completed, as follows
(see Special Provision No.2 for phasing descriptions):
1) Phase I (A) - North Automobile Parking Area. The allowed time Maximum 30
for this phase is thirty (30) calendar days. Calendar Days
2) Phase I (8) - South Automobile Parking Area. The allowed time Maximum 30
for this phase is thirty (30) calendar days. Calendar Days
3) Phase II - Hangar Development and Taxilanes. The allowed Maximum 75
time for this phase is seventy-five (75) calendar days. Calendar Days
NOTICE TO PROCEED
(CONSTRUCTION) 4) Phase III - Mitigation Area. The allowed time for this floating Maximum 30
phase is thirty (30) calendar days. Calendar Days
5) Phase IV (A) - Apron Resurfacing and Marking. The allowed Maximum 20
time for this phase is twenty (20) calendar days. Calendar Days
(Floating)
6) Phase IV (8) - Grass and Drainage Area. The allowed time for Maximum 20
this floating phase is twenty (20) calendar days. Calendar Days
(Floating)
These phases shall be completed within one hundred and fifty-
five (155) calendar days.
TOTAL CONTRACT TIME:
Schematic Construction Scheduling and Staging are included in the plans with the work
and operational constraints for informal purposes only. They are intended to represent Maximum 155
viable construction sequences which the Contractor may elect to implement. The 'Calendar Days
Contractor shall ultimately be responsible for submittal of a detailed construction
schedule to the AlE for review and approval.
IV-27
LIQUIDATED DAMAGES
If the work is not completed in accordance with the Contract, the Contractor will be
assessed liquidated damages listed below for each calendar day the work overruns the
allotted contract time.
NOTICE TO PROCEED
LIQUIDATED DAMAGES
Notice to Proceed
(Permit)
None (no on-site construction) activity is
being accomplished this time.
Notice to Proceed
(Construction)
1) Phase I (A): North Automobile Parking
Area.
If the Contractor fails to achieve final
completion within the 30 calendar days fixed
therefore by the Engineer in its partial
certificate of substantial completion, the
Contractor shall pay the owner the sum of
.$500.00 per day, thereafter for each and
every calendar day of unexcused delay in
achieving final completion beyond the date
set forth herein for final completion of this
phase.
2) Phase I (B): South Automobile Parking
Area.
If the Contractor fails to achieve final
completion within the 30 calendar days fixed
therefore by the Engineer in its partial
certificate of substantial completion, the
Contractor shall pay the owner the sum of
$250.00 per day, thereafter for each and
every calendar day of unexcused delay in
achieving final completion beyond the date
set forth herein for final completion of this
phase.
3) Phase II: Hangar Development and
T axilanes.
If the Contractor fails to achieve final
completion within the 75 calendar days fixed
therefore by the Engineer in its partial
certificate of substantial completion, the
Contractor shall pay the owner the sum of
$1,500.00 per day, thereafter for each and
IV-28
every calendar day of unexcused delay in
achieving final completion beyond the date
set forth herein for final completion of this
phase.
4) Phase III: Mitigation Area.
This is a floating and there will not be any
liquidated damage associated with this
phase. However, the Contractor must finish
this phase within the 155 calendar days
specified in this contract, otherwise the
Contractor shall pay the Owner the sum of
$1,500.00 per day thereafter for each and
every calendar day of unexcused delay in
achieving final completion.
5) Phase IV (A): Apron Resurfacing and
Marking.
If the Contractor fails to achieve final
completion of this phase within the 20
calendar days fixed therefore by the Engineer
in its partial certificate of substantial
completion, the Contractor shall pay the
owner the sum of $1.500.00 per day,
thereafter for each and every calendar day of
unexcused delay in achieving final completion
beyond the date set forth herein for final
completion of this phase.
6) Phase IV (8): Grass and Drainage Area.
This is a floating and there will not be any
liquidated damage associated with this
phase. However, the Contractor must finish
this phase within the 155 calendar days
specified in this contract, otherwise the
Contractor shall pay the Owner the sum of
$1.500.00 per day thereafter for each and
every calendar day of unexcused delay in
achieving final completion.
Note: If Contractor fails to achieve final completion of the project within 155 calendar
days fixed therefore by the Engineer in its certificate of substantial completion,
the Contractor shall pay the Owner the sum of $1,500.00 per day thereafter for
each and every calendar day of unexcused delay in achieving final completion
beyond the date set forth herein for final completion of this work.
IV-29
SPECIAL PROVISION NO.4
PROTECTION OF AIRPORT CABLES. CONTROLS. NAVAIDS
AND WEATHER BUREAU FACILITIES
A. The Contractor is hereby informed that there may be installed on the Airport FAA
NAVAIDS including, without limitation, airfield lighting systems, electric cables
and controls relating to such NAVAIDS and facilities. Such NAVAIDS and other
facilities and electric cables must be fully protected during the entire construction
time. Work under this contract can be accomplished in the vicinity of these
facilities and cables only at approved periods of time.
Approval is subject to withdrawal at any time because of change in the weather,
emergency conditions on the existing airfield areas, anticipation of emergency
conditions, and for any other reason determined by the Resident Project
Representative (RPR) acting under the orders and instructions of the airport
management and the designated FAA representative. Any instructions to this
contractor to clear any given area at any time by the RPR or the Airport
Management shall be immediately executed. Construction work will be
commenced in the cleared area only when additional instructions are issued by
the Engineer.
8. Power and control cables leading to and from any FAA NAVAIDS and other
facilities have been located and shown from best available information and are
approximate. The Contractor shall verify actual locations. Through the entire
time of this construction, the Contractor shall not allow any construction
equipment to cross power and control cables leading to and from any FAA
NAVAIDS or other facilities without first protecting the cable with steel boiler
plate, or similar structural devices, on three (3') feet either side of the marked
cable route. All excavation within three (3') feet of existing cables shall be
accomplished by hand digging only.
C. This Special Provision intends to make perfectly clear the need for protection of
FAA NAVAIDS and other facilities and cables by this contractor at all times.
D. The Contractor shall immediately repair, at his own expense, with identical
material by skilled workmen, any underground cables serving FAA NAVAIDS and
other airport facilities, which are damaged by his workmen, equipment, or work.
Prior approval of the FAA must be obtained for the materials, workmen, time of
day or night, method of repairs, and for any temporary or permanent repairs the
Contractor proposed to make to any FAA NAVAIDS and facilities damaged by
the Contractor. Prior approval of the Engineer must be obtained for the
materials, workmen, time of day or night, and for the method of repairs for any
temporary or permanent repairs the Contractor proposes to make to any other
airport facilities and cables damaged by this Contractor. If any repair requires
IV-30
splicing, it shall be spliced at the direction of the Engineer. No work shall be
backfilled or covered prior to approval by the Engineer.
E. The Contractor shall have a sufficient supply of extra cable, connectors, splice
kits and light fixtures on site to temporarily "jump" around damaged or cut cables
and fixtures if necessary to make the existing runway/taxiway/NAVAIDS systems
operational during scheduled aircraft operation periods.
IV-31
SPECIAL PROVISION NO.5
RESIDENT PRO-lECT REPRESENTATIVE
1. ON-SITE OBSERVATION. The Resident Project Observation for this contract
shall be performed by the Engineer or his duly authorized representative.
2. DUTIES OF RESIDENT PROJECT REPRESENTATIVE (RPR). The RPR'S
Inspector's duties and responsibilities are to:
a. Monitor performance of the Contractor; require correction of work that
does not meet plans and specifications; and report serious problems to
the Engineer and Owner.
b. Determine test sites/locations, coordinate and supervise testing.
c. Interpret plans and specification details.
d. Resolve minor construction problems.
e. Maintain project records.
f. Review and approve requests for payment to the Contractor.
g. Conduct day-to-day construction observations.
h. Maintain a project diary on a daily basis.
I. Maintain up-to-date records on quantities of work performed and
quantities of materials in place.
j. Contact Engineer for advice and assistance when needed and when major
problems arise.
k. Recommend to the Engineer when a Change Order or Supplemental
Agreement is required.
3. OFFICE. See Special Provision NO.8 for Resident Engineer's (RPR) Office.
IV-32
SPECIAL PROVISION NO.6
SAFETY AND SECURITY REQUIREMENTS
1. SAFETY REQUIREMENTS
A. Construction SeQuencinq. All construction being accomplished under this
contract shall be in accordance with the sequencing indicated on the
drawings.
8. Radio Communications. When working in an Air Operations Area (AOA),
whether closed or not, the Contractor shall maintain communications by
two-way radio with the Airport Radio Frequency during all hours of Radio
Frequency operations. The Contractor's radios shall be capable of
operating on the ground control frequency assigned to the Radio
Frequency. The radio operator shall be trained on the use of the radio,
including the terminology normally used on airports for ground control
communications. If the Contractor is operating in more than one general
area on the airport at the same time, additional radios shall be provided to
allow coordination of work activities with the Airport Frequency.
In addition to the above requirements for radios for use by Contractor's
personnel, the Contractor shall provide a similar two-way radio for
exclusive use by the Resident Inspector during normal working hours
throughout the contract time period.
C. Construction Activity and Aircraft Movements. During the time that the
Contractor is performing some work, the Airport will remain in use by
aircraft except as provided herein. To the extent fe~sible and convenient,
in the opinion of the Engineer, the use by aircraft of runways and taxiways
adjacent to areas where the Contractor is working will be so scheduled as
to reduce disturbance to the Contractor's operations. Aircraft operations,
unless otherwise specified in the contract specifications, shall always have
priority over any and all of the Contractor's operations and the Contractor
shall not allow his employees, sub-contractors, material men or any other
persons over whom he has control, to enter or remain upon or allow any
plant or materials to be brought or remain upon any part of the airport
which, in the opinion of the Engineer, would be a hazardous location.
Should aprons, runways or taxiways be required for use of aircraft and
should the Engineer or Resident Inspector deem the Contractor to be too
close to the portion used by aircraft for safety, he may in his sole
discretion order the Contractor to suspend his operations, remove his
personnel, plant, equipment and materials to a safe distance and stand by
until the runway and taxiways are no longer required for use by aircraft.
IV-33
D. Limitations of Construction
1) All Contractor vehicles that are authorized to 'operate on the Airport
outside of the designated construction area limits or haul routes as
specified on the plans and in the active Aircraft Operations Area
(AOA) shall display in full view (3600) above the vehicle a 3' x 3' or
larger orange and white checkerboard flag, each checkerboard
color being l' square. Any vehicle operating in the active AOA
during the hours of darkness shall be equipped with a flashing
amber (yellow) dome-type light mounted on top of the vehicle
display in full view (3600) and of such intensity to conform to local
codes for maintenance and emergency vehicles.
2) All Contractor vehicles that are required to cross active runways,
taxiways and approach clear zones shall do so under direct control
of a flagman. The flagman shall be trained and instructed by
Airport Operations in the regulations governing operations on the
AOA and the Airport. The flagman shall remain with his vehicle at
all times. All aircraft traffic on runways, taxiways and aprons shall
have priority over Contractor's traffic. In the event that flagman is
not available, the Contractor must provide his authorized personnel
with radios operating on the local ground control frequency of 121.9
for clearance when crossing active runways or taxiways.
3) No runway, taxiway apron or aircraft roadway shall be closed
without written approval of the Airport Manager to enable necessary
"Notices to Airman" (NOTAM) or advisories to airport service or
tenants. A minimum of 48 hours' notice of requested closing shall
be directed to the Engineer who will coordinate the request with the
Airport Manager.
4) Any construction activity within 200' of an active runway centerline
or 73' from an active taxiway centerline or open excavations in
excess of three inches (3") deep within the above areas will require
closure of the affected runway or taxiway unless otherwise
approved by the Airport Manager. Closure requires the same
provisions as Paragraph 3) above.
5) Open flames, welding or torch-cutting operations are prohibited
unless adequate fire and safety precautions have been taken and
the procedure approved by the Airport Manager.
6) Stockpiled material shall be constrained in a manner to prevent
movement resulting from aircraft blast or wind conditions in excess
of 10 knots.
IV-34
7) Open trenches, excavation and stockpiled material located in the
AOA shall be prominently marked with flags and lighted by
approved light units during hours of visibility and darkness.
8) Contractor to provide barricades across pavement to isolate
construction activities from aircraft operating areas at locations as
determined by the Resident Inspector. Barricades to be orange
and white striped 8" x 8" timber, "low-silhouette" type barricades
with battery operated red flashing lights or approved equal. Each
barricade shall have a minimum of two flashing lights with the
intensity of the lights being of such brightness so as to be readily
identified during darkness periods. Barricades to be spaced
approximately 20' on centers. Barricades to be sandbagged as
necessary to prevent from being blown over. Barricades shall be
removed at individual locations as paving in the area is completed.
Cost of barricades shall be incidental and included in the
mobilization cost.
9) During runway closures, the Contractor shall provide temporary
runway closure markers (lighted X) on each runway end (over
runway numerals) in accordance with the special provisions of
these specifications unless otherwise approved by the Engineer.
10) The Contractor shall keep all active airfield pavement clear of all
debris, stones and other materials during construction. All active
pavement shall be cleaned and inspected by the Contractor's
superintendent prior to release of work crews after each shift of
work.
11) All construction barricades shall be inspected by the Contractor's
superintendent prior to release of work crews after each work shift
to ensure barricades are properly placed and lighted for non-work
hours.
12) Equipment, materials, open trenches, excavation and stockpiled
material will not be allowed within 200' of centerline of active
runways or within 73' of active taxiways after work operations are
ceased each work shift. Coverings for open trenches must be of
such strength as to support the weight of a 60,000 pound gross
weight aircraft on an FAA dual-gear type undercarriage.
13) All existing facilities, equipment (runway/taxiway lights. visual aids,
NAVAIDS, etc.) and underground utilities shall be carefully
protected by the Contractor. Any damage to these items caused by
IV-35
the Contractor or Sub-Contractors shall be immediately repaired
and restored to a condition similar or equal to the original condition.
E. Payment. No separate payment shall be made for the safety
requirements stated above. All costs necessary to provide these items or
services shall be included in other bid items quoted in the Bid Proposal.
2. SECURITY REQUIREMENTS
A. General Intent. The Contractor shall comply with all security requirements
specified herein. The Contractor shall designate in writing the name of his
"Contractor Security Officer" (CSO). The CSO shall represent the
Contractor on the security requirements of the contract.
B. Construction Security Committee. The committee shall be established by
the Manager or Director concurrent with the life of this contract to monitor,
coordinate and adopt new security procedures relating to this contract.
Meeting shall be scheduled by the Manager or Director. Committee
membership shall include the CSO, the Manager or Director and such
other personnel as the Manager or Director may designate.
C Contractor Personnel Security Orientation. The CS'O shall be responsible
for briefing all contractor personnel on these requirements and, from time
to time, other security provisions adopted by the Construction Security
Committee. All new contractor employees shall be briefed on these
requirements prior to working in the construction area.
D. Access to the Site. Contractor's access to the site shall be as shown on
the plans. No other access points shall be allowed unless approved by
the Manager or Director. All contractor traffic authorized to enter the site
shall be operated by personnel experienced in the route or guided by
contractor personnel. The Contractor shall be responsible for traffic
control to and from the various construction areas on airport property. The
Contractor shall be responsible for immediate clean-up of any debris
deposited along any route resulting from his construction traffic.
Directional signing at the access point and along the delivery route to the
storage area or work sites shall be as directed by the Resident Project
Engineer or Representative.
E. Materials Delivery to the Site. All Contractor's material deliveries to the
site shall enter the airport only at designated gates and such deliveries
shall be escorted to the construction site by experienced contractor
personnel. This will preclude delivery trucks from entering into the airport
or taking short cuts through the perimeter gates and entering into aircraft
operation areas inadvertently.
IV-36
F. Identification - Vehicles. The Contractor shall establish and maintain a list
of contractor and sub-contractor vehicles authorized to operate on the site.
Vehicle permits shall be assigned in a manner to assure positive control of
all vehicles at all times. Each vehicle shall display a large company sign
on both sides of vehicles. The CSO shall maintain a current list of
companies authorized to enter and conduct work on the airport.
Employee personal vehicles shall be parked in designated areas. These
vehicles shall not enter the airfield at any time. All vehicles and equipment
entering the job site shall display the company's logo and/or name.
G. Identification - Personnel. The Contractor's onsite personnel shall be
badged with identification from the Key West International Airport. The
contractors supervisors shall submit to a criminal history fingerprints check
from the FBI via the Key West International Airport Security manager. All
supervisors shall be required to attend an Airport Orientation seminar
presented by the airport operations and security unit. All other non-
supervisory personnel of the contractor and subcon.tractor shall be issued
a construction worker security badge supplied by the Key West
International Airport, said badges will be issued to the Head Contractor for
said project. The head contractor shall maintain a master list of all
personnel issued said contractor security badges. The list shall be made
available for the airport security unit inspection during all hours of
construction on the airport. All personnel shall wear their badges on the
outermost portion of their garment above their waist at all times while on
the airport property. The contractor shall comply with all instructions
issued by the airport security unit. The contractor shall provide the airport
with the name and a 24 hour contact number for its security officer. Upon
the completion of the FBI check, the contractor's issued full airport access
badge for the EYW (SIDA) will act as escorts to all other personnel. The
definition of escort will be explained during the airport training seminar.
H. Manaqer or Director. The work on the Key West International Airport shall
be under the direction of the Airport Manager or his authorized agent(s).
I. Construction Area Limits. The limits of construction, material storage
areas, equipment storage area, parking area and other areas defined as
required for the Contractor's exclusive use during' construction shall be
marked. The Contractor shall erect and maintain around the perimeter of
these areas suitable fencing marking and/or warning devices visible for
day/night use.
J. Contractor shall maintain security at all times during construction.
K. Payment. No separate payment for the above security requirements shall
be made. All costs necessary to cover these items and services shall be
included as part of other bid items quoted in the Bid Proposal.
IV-37
SPECIAL PROVISION NO.7
LIST OF DRAWINGS
The drawings which show the location, character, dimensions and details of the work to
be done and which are to be considered as a part of the contract supplementary to the
specifications are as follows:
Sheet No.
C-1
C-2
C-3
C-4
C-5
C-6
C-7
C-8
C-9
C-10
C-11
C-12
C-13
C-14
C-15
C-16
C-17
C-18
C-19
C-19A
C-20
C-21
C-22
C-23
C-24
C-25
C-26
C-27
C-28
C-29
C-30
C-31
C-32
C-33
C-34
C-34A
C-35
Description
Cover Sheet
Summary of Quantities
Project Layout Plan-Safety and Security Notes
Phasing Layout Plan
Phase I (a)
Phase I (b)
Phase II
Phase III
Phase IV (a) & (b)
Demolition Plan
Typical Pavement Sections
Geometry and Airfield Lighting Layout
FBO Parking Geometry and Landscaping Plan
Airfield Lighting Details and General Notes
Grading and Drainage Plans
Drainage Details
Drainage Details
Pavement Marking Plan
Pavement Marking, Tie-Down Details and General Notes
Electrical Layout Plan
Fire Alarm Layout Plan and General Notes
Electrical Schedule and General Notes
Water and Sanitary Sewer Plan
Water and Sanitary Sewer Details
T-Hangar Floor Plan, Elevations and Details
Hangar Floor Plan, Elevation and Details (120' x 50' and 120' x 55')
Hangar Floor Plan, Elevation and Details (80' x 70')
Hangar Floor Plan, Elevation and Details (160' x 70')
Hangar Structural Details and General Notes
Restroom Floor Plan, Elevations and Details
Restroom Structural Details
Fence Detail
Electrical Cantilever Slide Gate and Details
Wind Cone Layout Plan
Wind Cone and Segmented Circle Details
Mitigation Plan
Existing Habitats with FLUCFCS Classifications
Cross Sections (Sta. 22+50 to Sta. 23+50)
IV-38
C-36 Cross Sections (Sta. 24+00 to Sta. 25+00)
C-37 Cross Sections (Sta. 25+50 to Sta. 26+50)
C-38 Cross Sections (Sta. 27+00 to 28+00)
C-39 Cross Sections (Sta. 28+50 to 29+50)
C-40 Cross Sections (Sta. 30+00 to 31+00)
C-41 FBO Parking Lot Cross Section (Sta. 0+50 to Sta. 1+50)
C-42 FBO Parking Lot Cross Section (Sta. 2+00 to Sta. 2+50)
IV-39
SPECIAL PROVISION NO.8
RESIDENT ENGINEER'S (RPR) OFFICE
1. The Contractor shall furnish office space (300 square foot minimum) for the
exclusive use of the Resident Engineer(s) (RPR) as a field office. The space
shall be furnished and maintained by the Contractor and shall be erected and
ready for full occupancy not later than ten (10) days after the Notice-to-Proceed
of Construction is issued.
A. Office Equipment and Utilities. Provide all necessary power for lighting,
for power outlets, for heating and cooling; provide adequate heating,
cooling and ventilating equipment, drinking fountain, water, lavatory, toilet
facilities, telephone and OSHA approved fire extinguisher.
B. Office Furniture. Provide two desks with chairs, two drafting tables with
stools, plan racks, shelves, a fire-resistant three-drawer legal size filing
cabinet with locks (U.L. approved), FAX machine and a telephone
answering machine.
C. Services. Provide and pay all costs for private telephone service for
project-related calls, water, electricity, janitorial service and all janitorial
and sanitary supplies.
2. BASIS OF PAYMENT. The cost of the field office, the equipment, furniture and
services shall be incidental and included in the overall cost of the pay items in the
project.
3. OWNERSHIP. The equipment and furniture shall remain the property of the
Contractor, shall be maintained by the Contractor and removed by the Contractor
after the final acceptance of the project.
IV-40
SPECIAL PROVISION NO.9
TEMPORARY FACILITIES
1. GENERAL DEFINITIONS
A. This section specifies certain minimum temporary facilities to be provided
regardless of methods and means selected for performance of the work
but not by way of limitation and not assured for compliance with governing
regulations. Use of alternate temporary facilities may be permitted subject
to the Engineer's and Owner's approval and acceptance.
B. Energy Considerations: Administer the use of temporary facilities in a
manner which conserves energy but without delaying work or endangering
persons or property; comply with reasonable requests by the Engineer
and Owner.
C. Costs: Except as otherwise indicated, costs associated with temporary
facilities are the Contractor's. Temporary facilities remain the property and
responsibility of the Contractor.
D. Dust Control: Adequate measures shall be taken to prevent the transfer of
dust to other areas of the airport complex.
E. Noise Control: Where work is being conducted in or adjacent to occupied
areas, the Contractor shall make every effort to keep construction noise to
a minimum.
F. Fire Protection: In addition to temporary water service for construction
and the placing of permanent fire protection facilities in operating condition
at earliest feasible date, provide fire extinguishers of types and sizes
recommended by NFPA or any other governing authority or agency.
Provide Type A extinguishers in field offices and for similar exposures,
Type ABC in construction areas. Locate extinguishers near each
entrance. Prohibit smoking except in marked, non-hazardous areas.
Smoking in existing premises is prohibited.
G. Environmental Protection: Review exposure to possible environmental
problems with the Engineer and Owner. Establish procedures and
discipline among tradesmen and provide needed facilities which will
protect against environmental problems (pollution of air, water and soil,
excessive noise and similar problems).
IV-41
2.
TEMPORARY PROTECTION
Provide facilities and services as necessary to effec~otect project from
losses and persons from injury during the course of construction.
The existing utilities shall not be modified for use by the Contractor. Do not
interrupt existing services serving occupied or used facilities except when
authorized in writing by the Owner. Provide temporary services during
interruptions to existing utilities as acceptable to the Owner.
The Contractor shall furnish electrical and water utilities as required and provide
temporary power, telephone and system connections where required by the
Owner to continue operation of existing equipment or systems during
construction.
3. TEMPORARY STAGING/STORAGE AREAS
A. The Contractor may provide a trailer or prototype building field office for
his own use. The location of the field office or building must be approved
by the Engineer and Owner. All costs for connection to utilities shall be
paid for by the Contractor. Water, electric and telephone will be available
on site.
Equipment not in use during construction, nights and/or holidays shall be
parked in areas designated by the Engineer and Owner. Construction
workers' private vehicles shall be parked within the areas.
B. During construction, the Contractor shall maintain these areas in a neat
condition.
The Contractor's vehicles, equipment and materials shall be stored in the
areas designated by the Engineer. Upon completion of the work, the
staging and storage areas shall be cleaned up and returned to their
original condition to the satisfaction of the Owner. Remove all construction
fencing and barricades from the project site. No special payment will be
made for clean-up and restoration of the storage area.
Personal vehicles will not be permitted beyond the Contractor's parking
area. Drivers of vehicles being operated beyond this area shall be subject
to loss of permission to enter the construction site. .
C. If additional storage areas are needed, the Contractor may request it from
the Engineer. The request will be reviewed on the basis of what is to be
stored and the area needed. The Contractor shall provide any necessary
fencing and/or security.
IV-42
4. TEMPORARY CONSTRUCTION FACILITIES
A. Access to the work area: Contractor shall provide access to the Work
Area (Means and Methods) prior to construction. This access shall comply
with all governing regulations. Contractor shall obtain a specific permit for
this temporary access if it is required by any regulatory agency. The cost
of the access with all associated permits are the Contractor's
responsibility.
8. De-watering: Maintain construction work free of water accumulation. Do
not endanger the work or adjacent properties.
C. Miscellaneous Facilities: Provide miscellaneous facilities as needed
including ladders, runways, shoring, scaffolding, railing, bracing, barriers,
closures, platforms, temporary partitions and similar items.
5. TEMPORARY SUPPORT FACILITIES
A. General: Provide facilities and services as may be needed to properly
support the primary construction process and meet governing regulations.
8. Drinking Water: Provide either pipe-connected potable water fountains or
electric cooled bottled water fountains or insulated potable water
containers in work areas spaced so that personnel at the site will travel no
more than 300 feet.
C. Toilets: Furnish adequate temporary sanitary facilities within the
Contractor's staging and storage areas located on the drawings for the
use of workmen during the entire period of construction. Temporary
facilities shall be furnished at a minimum ratio of one toilet for each 25
workmen or as required by local governing code, whichever is greater.
The toilets shall be portable, chemical type or water~borne type connected
to an approved existing sanitary sewer.
Toilets shall be placed or installed in conformity with local governing code
requirements and shall be enclosed in a weather-tight, fly-proof building
with a self-closing door. The building shall be tied down to prevent
overturning by wind. Provide standard, roll-type toilet paper holder and a
supply of standard, roll-type toilet tissue.
The premises shall be thoroughly disinfected at least twice each week.
Provide means for locking the door from the outside and keep locked at all
times except during hours that workmen are at the project site.
IV-43
6. TEMPORARY UTILITY SERVICES
A. The Contractor shall coordinate the requirements for temporary utilities
with the Owner and shall install at the Contractor's expense all necessary
utilities in a safe, acceptable manner. Should leaks, breaks, etc. occur
during installation or use, the Contractor shall immediately notify the
appropriate utility personnel and promptly repair the utility so as to keep
disruption of service to a minimum.
B. The Contractor shall provide temporary wiring if required. All wiring shall
meet all safety requirements of the National Electrical Code, Florida
Department of Commerce, Bureau of Workmens' Compensation or local
requirements. In addition, all wire shall be so sized that it is not
overloaded according to the National Electrical Code and all wire used
shall be fused to adequately protect that wire according to the Code
referred to.
C. The Contractor shall provide all temporary lines and connections from
existing sources of water as required for the work. The Contractor is
responsible for proper drainage of water used.
D. The Contractor shall furnish all temporary wiring, piping connections and
other apparatus that is needed to operate the utiliti~s and shall remove all
evidence of same when work is complete.
E. The Contractor is responsible for obtaining and paying for all utilities that
he requires at the project site.
7. STAGING, STOCKPILE AND SPOIL AREAS
The staging area(s) depicted on the plans shall be used to house the
Contractor's and Resident Project Representative's Inspector's offices and to
store all idle equipment, supplies and construction materials (other than bulk
materials such as aggregate, sand and soil).
The Contractor may erect and maintain throughout the life of this contract, at his
expense, a six-foot high fence of chain link fabric around the perimeter of each
staging area used. He may also install vehicle and pedestrian gates as
necessary to provide adequate ingress/egress.
Additionally, the perimeter of any staging area which abuts an active operation
pavement shall be marked with red flashing barricades no more than 50 feet
apart.
Upon completion of all work, remove all construction fencing and barricades from
the project site.
IV-44
The Contractor's vehicles, equipment and materials shall be stored in the area
designated on the plans. Upon completion of the work, the storage area shall be
cleaned up and returned to its original condition to the satisfaction of the Owner.
Personal vehicles will not be permitted beyond the Contractor's parking area.
Drivers of vehicles being operated beyond this area shall be subject to loss of
permission to enter the construction site.
Equipment not in use during construction, nights and/or holidays will be parked in
the Contractor's staging area. Exceptions will only be approved by the Engineer
when absolutely necessary. Parking of construction workers' private vehicles
shall also be within the staging area construction fence.
Stockpile areas shall be used to store all bulk materials needed for the project
and mayor may not be fenced at the Contractor's option. However, yellow
flashing barricades shall be installed where potential conflicts with air or ground
vehicular traffic might occur.
Separate stockpiles shall be created for the project construction. Separate
stockpiles shall be created for structural soil and topsoil. Stockpiles shall not
penetrate the FAR Part 77 imaginary surfaces.
All other waste material, including rubble and debris, shall be removed from the
Airport at the Contractor's expense.
No stockpile areas to store all bulk materials for the project are provided. All
material removed by excavation, such as concrete, asphalt or Iimerock, trash,
rubbish and vegetation shall be transported off the Airport limits when it is taken
up. It will not be stockpiled on Airport property.
The Contractor shall provide all necessary temporary environmental controls as
required by laws, regulations or as directed by the Engineer (including, but not
limited to: hay bales, siltation fence, etc.) to protect the environment from erosion
of any stockpile areas.
The cost for these temporary environmental controls shall be considered
incidental to the project.
IV-45
SPECIAL PROVISION NO.1 0
DEWATERING
Dewatering operations and any permits necessary to complete any portion of this
project, including, but not limited to, trench excavation, backfill, installation of edge light
fixtures, junction boxes, conduit and the installation of new cables in existing ducts shall
be considered incidental to the bid item for which de-watering may be necessary.
No separate payment will be made for the cost of dewatering.
IV-46
SPECIAL PROVISION NO. 11
PRECEDENCE OF DOCUMENTS
1. GENERAL. The 8id Documents, Contract, Special Provisions, General
Provisions, Specifications, Plans and all referenced Standards cited in these
documents are essential parts of the contract requirements. A requirement
occurring in one is as binding as though occurring in all. They are intended to be
complementary to describe and provide for a complete work.
2. ORDER OF PRECEDENCE. In case of conflicts within the above mentioned
documents, the order of precedence shall be as follows:
A. 8id Documents (Division I)(including any and all Addenda)
8. Contract (Division II)
C. Special Provisions (Division IV)
D. Technical Specifications (Division V)
E. General Provisions (Division III)
F. Plans (large scale detail drawings over smaller scale general drawings)
IV-47
SPECIAL PROVISION NO. 12
FINAL PAY REQUESTS AND RELATED FORMS
In addition to the requirements for payments (Partial and Final) stipulated in General
Provisions (Division III) Section 90 "MEASUREMENT AND PAYMENT" and in Special
Provision No.1 "PROJECT GENERAL REQUIREMENTS" Section 25 (Division IV).
All pay requests shall be prepared by the Contractor within the time frames stipulated in
the County Procedures unless otherwise approved by the Engineer and Owner.
Pay Requests and related forms shall be submitted in one (1) original and one (1) copy
to the Engineer, unless otherwise instructed by him. Contractor shall use Monroe
County Application for Payment form (see attachment), and shall provide related forms
from the American Institute of Architects, such as:
. Change Order (Form G-701)
. Certificate of Substantial Completion (Form G-704)
. Contractor's Affidavit of Payment of Debts and Claims (Form G-706)
. Contractor's Affidavit of Release of Liens (Form G-706A)
. Consent of Surety to Final Payment (Form G-707)
IV-48
ATTACHMENTS
APPLICATION
FOR PAYMENT
FORM
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SPECIAL PROVISION NO. 13
SOIL BORING REPORT AND LABORATORY TESTING
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Engineering . Consulting . Testing
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(;EO IE('IINI(,\1. ENGINEERING SERVICES
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I'ROPOSFU lIA:\(;,\I{ UEVELOJ'i\IEl\T
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I RS ('OI{I'OR\TIO'\
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.11 L\ In, 11111-'
l"'~;llrifonnation
~..,. .To Build On
5ntIItNerlng . CoMulllng . TNtJng
July 10. 2003
U RS Corporation
7650 Corporate Cemer Drive
Suite 400
Miami, Florida 33126
Attention:
Mr. Andres Gutierrez, P.E.
Re: Report of
Geoteclmical Engineering Services
Proposed Hangar Development
Key West International Airport
Key West. Florida
PSI Project No. 397-35102
De,lr Mr. Gutierrez:
Professional Service Industries, Inc., (PSI) has conducted a subsurface exploration program and
geotechnical engineering evaluation for the proposed project to be constructed at the above-
referenced site. Authorization for our services was provided by Mr. Andres Gutierrez, Project
Manager with URS Corporation. Our services were provided in accordance with PSI Proposal
No. PO-397-350065 dated May 28, 2003. Additional services were verbally authorized on July
1.2003.
A summary of our findings and reconmlendations for the proposed project is provided in the
Executive Summary section of this report. The resulls of this exploration, together with our
recommendations for the hangar foundations. floor slabs and site preparation are presented in
the accompanying report.
Pro1C:i::iIOf':dl Sur'wlCO IndiJ~.lrIl3S, Inc. 1950 N W 641h Street. Mlit'TIi. Fl33166. Phone 305i471.n25. Fd.l. 305.-593.1915
URS Corporation
PSI Project No. 397-35102
During the design and construction of a project, questions concerning the subsurface conditions
often arise. PSI would be pleased to continue in its role as geotechnical engineer during the
project implementation.
We appreciate the opportunity to work with you on this project. Please do not hesitate to contact
the undersigned if you have any questions about the report or if you need additional information.
Sincerely.
PROFESSIONAL SERVICE INDUSTRIES. INC.
XIAo lil:k
~~#-
Senior Geotechnical Engineer
Florida Registration No. 36440
Julio de Bias, E.r.
Project Geotechnical Engineer
JBiHES/ec
cc: Addressee (4)
File (1)
l""'ft:!'o;l.
~....
TABLE OF CONTENTS
ITEM
PAGE
1.0 EX ECUTIVE SUMMARY ................................................................................................................................ I
2.0 INTROI)UCfION ............................................................................................................................................... 3
2.1 AunlORIIA nON .... ...... ..... ......... ...... ................ .......... ....... ..... ......................................................................... 3
2.2 PURPOSE ............................................... .. . ....................................................................................... 3
2.3 SCOI'E . ...... ...... ....... ............. ........... ................................... ................. ...................... ..... .................. ...... ..... ..... 3
1.-1 GENERAL .......... ..... ...... ................ .......... ........... ..... ................ ..................... ......................... ..... ........... ...... ..... 4
3.0 I'ROJECT DESCRIPTION ..................................................................................................................................
".0 DESCRIPTION OF SITE ................................................................................................................................... ..
.t, 1 Sill: LOCATION ...............................................................................................................................................4
4.2 SITE CONDITIONS.. ......... ......... ..... ..... ........ ................................................. ...... ............. ............ .............. ........ 5
5.0 1'"1 E LJ> EX PLORA TION ..................................................................................................................................... 5
5. I GI'NI'R,\l ....... ...... .................. ..... ....... ....................................................... ....... ........... ............................ ........ 5
5.2 STANDARO PENETRATION TEST (SPT)............................................................................................................ 5
5.3 L"UORA TORY TESTING ......................................... ...... ........ .................. .......................................................... 6
5.4 HAND PROBES ...... ...... ............ ...................... ......... ......................... .............. ........... ...... .................. ................ 6
6.0 SUBSURFACE CONDITIONS .......................................................................................................................... 7
6.1 GENERAl. ........................ ....... ..... .................... .....................:............. .......................... ........... ....... .......... ....... 7
6.1 REGIONAL GEOl.OGY ............... .............................. ............................................................................... .......... 7
6.3 SOIL/RoCK CONDITIONS .................................................. ......... ..... ....... .............. ..... ........... ............................ 8
6.4 GROUNDW A 1 Ell. CONLJIlIO'olS.................... ............................................ .......... ......... ............ ........................... 9
7.0 FOUN DATION EVALUATION ........................................................................................................................ 9
8.0 RECO:\lMENDED FOUNDATION TYPE AND FLOOR SLAB................................................................. 10
8.1 SIIAI.l.OW FOUNDATION DESIGN ................................................................ .................... ...................... 10
g.2 A:-':CIlOR SYSTEM ................................................................... ................ ..... .................................. II
g.3 DEEI' FOUNDATlONS............................................................. ........... .... ................... 12
&.-1 5Vnl.EMEN r POTENTIAl. ................................................................................... ........... .............................. 13
8.5 FLOOR 5I.AII.................................................................................................................... ....................... .... 1-1
9.0 CONSTHUCTION CONSIIJEHATIONS........................................................................................................ J"
9.1 51 IE PIlEI'ARATIO'ol....................................... ... .................. ....................................... 14
<>.2 IN-Sll L' DLNSIII('AIION OF SOILS .................................................................. ....... ...... . .............. 15
<>.3 STRIJCTURAI. FII.L ANI) BACKIIl.l. .. .............................................................. ....................... 15
9,4 (jR()(j)o;I)\\,Al FR CONTROL. .................... ............................................................................... ................ 17
9.5 SII.\U.OW FOUNDATION CONSTRI.lCTION ................... ............................................... 17
9.6 ALGI RC,\ST PILE INSTAl! ..\1I0N. . ...................................... I R
9.7 DRILI.ING ,\NO (iRoniNG.............. .......................... 18
9.8 AUGERCAST PILE MONlTORIS(; ........................... .......... ........ ...20
9.9 Ttsr 1'11.( PRO(jll.\~I................. ............................ . ................. 20
l...~;l
I:!:. fIiJI. .
ITEM
TABLE OF CONTENTS
PAGE
10.0 F: XC II. VAT I ONS .............................................................................................................................................. 21
11.0 GEl\' ERAL CONDITIONS ............................................................................................................................. 22
AI'PENDIX
l"-teO;/
I;t:.".
Site Vicinity Map
Boring Location Plan
Generalized Subsurface Profiles
Logs of Borings
Correlation of Penetration Resistance with Relative Density of Granular Soils
Drilling and Sampling Procedures, Field Tests and Measurements
Proposed Hangar Development
Key West International Airport
Key West. Florida
PSI Project No. 397-35102
1.0 EXECUTIVE SUMMARY
The results of the field exploration program and geotechnical engineering evaluation indicate that
the proposed construction is feasible from a geotechnical engineering standpoint. A conventional
shallow foundation system is considered suitable after the site preparation recommendations
presented in this report have been implemented. Howe\'cr, a deep foundation system must be
used for the proposed hangars 19 and 20. The shallow foundations will need to be anchored a
minimum of 3 feet into the natural limestone rock fomlation to meet local code requirements.
Augercast piles can be used for the rock anchor system. In lieu of using a combination shallow
foundationJrock anchor system, a deep pile foundation is also feasible. The site Stratigraphy and
our recommendations for foundation design and related construction are summarized below.
· Generally, the borings with the exception of borings B-4. B-9 and B-lO
disclosed either a topsoil or fill layer ranging' to a depth of 2 to 4 inches and to
a depth ranging from 6 inches to 1.5 feet below existing grade, respectively.
Boring B-1 disclosed a sand layer from 6 inches to 2 feet below the fill
material. Below these layers, the natural limestone fonnation was encountered
to the termination deplh of 10, 12,20 and 30 feet below existing grade (with
lhe exception of boring 8-6 where a sand layer with limestone fragments was
encountered from 8 to 10 feet below grade). Borings B-4, 0-9 and B-IO
uisdoscd 2 inches of asphalt followed by granular fill to a maximum deplh of
3.7 feet below existing grades. Generally, below the till materials, a layer of
fibrous peat, sandy silt or silty fine sands was encountered to depths ranging
from 6.8 10 14.7 feet below the existing grade. Following these materials, the
nalurallimestone fonnation was encountered to the boring termination of 12
and 30 feet below existing ground surface.
· Groundwater levels at the test locations were measured at depths ranging
belween 1.1 anu 3.1 feet below the existing grade.
l.... II:!" ;/
~".
Proposed Hangar Development
Key West International Airport
Key West, Florida
PSI Project No. 397-35102
2
. With the exception of hangars 19 and 20, the remaining hangar structures can
be supported on a shallow foundation system, bearing on the compacted
existing fill soils, compacted structural fill. and/or on the natural limestone
fomlation. We reconunend that footings be designed using a maximum
allowable nct bearing pressure of 3000 pounds per square foot (pst) for bearing
on fill material and 5,000 pounds per square foot (pst) for footings bearing on
the limestone formation. Hangars 19 and 20 must be supported on a deep
foundation system due to the presence of unsuitable materials (Borings B-4,
B-9 and B-I0). Augercast piles arc typically used as a deep foundation
system.
. To meet local code requirements, the shalIow foundations will need to be
anchored a minimum of 3 feet into the natural limestone rock formation.
Augercast piles would be the most appropriate type of rock anchor system.
. As an alternative to using a combination shallow foundation/rock anchor
foundation system, a deep foundation system utilizing augercast piles can be
employed. This deep foundation system must be used for hangers 19 and
20.
. Site preparation shall consist of removing any pavement on proposed foundation
areas. removing or rerouting existing utilities and fiJling with compacted
structural fill.
The owner/designer should not rely solely upon the execlIlivc summary and must read and evaluate
the entire contents of this report prior to utilizing our engineering recommendations in the
preparation of design and construction documents.
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1t::.:!i!:!J
Proposed Hangar Development
Key West International Airport
Key West. Florida
PSI Project No. 397-35102
3
2.0 INTRODUCTION
2.1 Authorilation
This rcport presents the results of a subsurface exploration and geotechnical
engineering evaluation for the proposed Hangar Development. The site of the
proposed development is located inside the premises of the Key West International
Airport in Key West, Florida. Authorization to perform this study was provided
by Mr. Gutierrez with URS Corporation by way of a signed agreement dated May
28. 2003.
2.2 Purpose
The purpose of this geotechnical study was to obtain information on the general
subsurface and groundwater conditions at the. site and to provide engineering
recommendations for foundation design and site preparation.
2.3 Scope
The scope of this study included a subsurface exploration, tield testing, laboratory
testing, evaluation of the subsurface materials, engineering analyses and report
preparation.
The scope of services did not include any environmental assessment for the
presence or absence of wetlands or hazardous or toxic materials in the soil, surface
water. groundwater. or air, on or below or around this site. Any statements which
appear in this report or on the boring logs regarding odors. colors or unusual or
slIspiclOU$ items or conditions arc strictly for the information of the cliellt.
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f~
Proposed Hangar Development
Key West International Airport
Key West, Florida
PSI Project No. 397-35102
4
2.4 General
The general analysis of the subsurface conditions reported herein is considered
sufficient in detail and scope to fonn a reasonable basis for the foundation design.
The recommendations submitted for the proposed development are based on the
available subsurface information and the design details furnished.
If there are any revisions to the plans for the proposed structures, or if deviations
from the subsurface conditions noted in this report are encountered during
construction, PSI should be retained to determine if changes in our
recommendations are required. If PSI is not retained for these functions, PSI will
not be responsible for the impact of those conditions on the performance of the
project.
3.0 PROJECT DESCRlPTION
Based on information provided by Mr. Andres Gutierrcz, Project Manager with
URS Corporation. it is our understanding that the proposed developmenr consists
of hanger structures. Structural loading has not been provided to us at this time.
For the purpose of this report, we have assumed maximum wall and column loads
of 4 kips per lineal foot and 150 kips, respectivel)'. Also, we have assumed the
Foundation clements will need [0 be designed to resist uplift forces associated with
150 high wind loads. If any of the above information is incorrect. or changes are
made with respect to the planned development. please inform PSI so that we may
revise this report accordingly.
4.0 DESCRIPTION OF SITE
4.1 Sitc Locatioll
The site is located at the Key Westllllemational Airport in Key West, Florida. We
have appended a Site Vicinity Map which identifies the location of the study area.
This map is presented on Shcct I of the Appendix,
1 "~;1.
~.;11.
Proposed Hangar Development
Key West International Airport
Key We$t, Florida
PSI Project No. 397-35102
5
4.2 Site Conditions
The site conditions were observed by a representative of PSI during our subsurface
exploration. The site is currently occupied by the Key West International Airport
facility. The exploration site consisted of asphalt pavement and fill materials. No
standing water was observed during the time of the field exploration program. The
truck mounted drilling equipment used for the subsurface exploration did not
experience difticulty in moving around the site.
5.0 FlELD EXPLORATION
5.1 General
The field exploration to evaluate the engineering characteristics of the subsurface
materials included a reconnaissance of the project site. clearing underground
utilities, drilling of the test borings and performing Standard Penetration Tests.
Water level measurements were recorded in each borehole after their completion.
5.2 Standard Penetration T('sts (SPT)
Eleven (11) Standard Penetration Test (SPT) borings were completed at the project
site. The SIYf borings were perfom1cd to depths ranging from 10 to 30 feet below
the existing grade.
The boring locations are presented on the Boring Location Plan provided on Sheet
2 of the Appendix. The procedures used for drilling. sampling, and conducting
field tests and measurements are discussed in the Appendix. The borings were
performed at locations selected by URS Corporation and PSI. They arc presumed
to be ;u;curate to within a few feet. After completion of the test borings. the
boreholes were backfilled with excavated soil, and the site was cleaned as required.
r;;::u:;;,.
l~
Proposed Hangar Development
Key West International Airport
Key West. Florida
PSI Project No. 397-35102
6
5.3 Laboratorv Testinl!
Materials encountered during the subsurface exploration were visually classified
and selected samples were tested for Natural Moisture Content, Organic Content
and percent finer than the No. 200 sieve. The results are given in the following
table.
TABLE 1
Summar\' of Laboratory Test Results
BORIl'\G I>EPTIi NATURAl.. PERCEI"'I' (%) ORGANIC
1"0. FROMITO WATER PASSII"G COI'''TE!';,. ('k)
/n~E.!L_.__.__ ...__._f9.~'!!'!''I.~L_____ _ ~~.?~~IEVE___ .-.-.---...--.--.-...............--...--.-..
8-4 8 - 9.5 185 - 31.2
B-4 12 - 14.7 129 24.5 -.-
5.4 Hand Probes
Hand probes were performed in the area where the proposed hangar structures
encroach into the adjacent wetland areas (shaded areas on boring location plan).
The purpose of this was to dett:nnine whether any soft soil deposits an: located
within these areas. Hand probing was completed with a small diameter steel rod.
The surficial materials were unpenetrated which may be the result of either
limerock fill or natural limestone deposits. Although we could not detem1ine the
presence of any surficial soft soils, Ihere is a pOlentiallhat if Ihe surface materials
are limerock fill, soft soils could exist helow this till material.
l'" tt:!> ;1
~..,.
Proposed Hangar Development
Key West International Airport
Key West, Florida
PSI Project No. 397-35102
7
6.0 SUBSURFACE CONDITIONS
6.1 General
Subsurface materials encountered at the various boring locations have been visually
observed and classified and are described on the boring logs. The results of the
Standard Penetration Tests and water level observations are also presented on the
boring logs with Generalized Subsurface Profiles being provided in the Appendix.
Representative samples of the materials recovered from the borings were placed in
sample jars. They are now stored in the laboratory for further analysis if desired.
Unless notified to the contrary, all samples will be disposed of after 60 days.
The stratification of the profile components as shown on the boring logs and
generalized subsurface profile represent the subsurface conditions at the actual
boring locations. Variations may occur within a shon distance from the borings.
The subsurface stratification lines presented on the boring logs represent the
approximate boundary between the types of materials encountered, but the
transition may be gradual. or not clearly defined.
It is to be noted that. whereas the test borings arc drilled and sampled by
cxpcriem:ed drillers. it is sometimes difticult to record changes in stratification
within narrow limits.
6.2 RC2ional Gcolc)!,....
The Keys arc a series of islands at the southern tip of Florida. The land mass
typically comprises limestone at fairly shallow depth. At the transition between
land and water, there arc occasional mangrove swamps. which havc a surface
veneer of peat and other similar organic soils atop the rock. Portions of the islands
arc rcclaimcd, particularly in the more developed areas such as Key West. In such
;lI'<~as, the limestone is mantled with a sand/limerock till.
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... r!!'.
II:!!."'. ..
Proposed Hangar Development
Key West International Airport
Key West, Florida
PSI Project No. 397-35102
8
The natural limestone typically grades moderately well to well cemented. The
limestone, although very porous, is not susceptible to sinkhole collapse as in other
areas of the State.
6.3 Soil/Rock Conditions
Generally, the borings with the exception of borings B-4, B-9 and B-lO disclosed
cithcr a topsoil or fill layer ranging to a depth of 2 to 4 inches and to a depth
ranging from 6 inches to 1.5 feet below existing grade. respectively. Boring B-1
disclosed a sand layer from 6 inches to 2 feet below the fill material. Below these
layers, the natural limestone formation was encoumered to the termination depth
of 10, 12, 20 and 30 feet below existing grade (with the exception of boring B-6
where a sand layer with limestone fragments was encountered from 8 to 10 feet.
below grade). Borings B-4, B-9 and B-I0 disclosed 2 inches of asphalt followed
by granular fill to a maximum depth of 3.7' feet below the existing grade.
Generally, below the fill materials, a layer of fibrous peat, sandy silt or silty fine
sands was encountered to depths ranging from 6.8 to 14.7 feet below existing
grade. Following these materials, the natural limestone fonnation was encountered
to the boring termination of 12 and 30 feet below existing ground surface.
A detailed description of the subsurface conditions is provided on the attached
boring logs, with a generalized subsurface profile provided on Sheet 3 of the
Appendix. The Standard Penetration Test N-values are used to evaluate the relative
density of granular soils. The correlation of penetration resistance with relative
density is presented in the Appendix.
r;;:;:;;;-.,
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Proposed Hangar Development
Key West International Airport
Key West, Florida
PSI Project No. 397-35102
9
6.4 Groundwater Conditions
Groundwater levels were measured in the open boreholes upon completion of the
drilling and sampling operations. The water levels measured in the test borings.
ranged from 1.1 to 3.1 feet below the existing ground surface. In relatively
pervious soil. such as sandy (granular) soils the indicated depths are usually
groundwater levels. Seasonal variations. tidal conditions, temperature. land use,
and recent rainfall conditions may influence the depths of the groundwater. We
reconunend that the contractor determine the actual groundwater levels at the time
of construction to determine groundwater impact on the construction procedure.
7.0 FOUNDATION EVALUATION
Results of the study confinu that the site is suitable for the planned construction
when viewed from a geotechnical engineering perspective. The subsurface
conditions of the site are not expected to impose any severe constraints or
limitations on the construction from a soil mechanics and foundation engineering
viewpoint.
A shallow foundation system can be used to support the structural loads of the
proposed hangar structures except for hangar numbers 19 and 20, which would
have to be supported on a deep foundation system. However. local codes require
that shallow foundations be anchored into the natural limestone rock formation to
protect against uplift conditions. Augercast piles are typically used for this
purpose. As an alternative to using a combination shallow foundation/rock anchor
foundation system. you may wish to consider using deep foundations such as
augercast piles.
l"~;1
1:1!."". .
Proposed Hangar Development
Key West International Airport
Key West, Florida
PSI Project No. 397-35102
10
A deep foundation system should be used to support hangar numbers 19 and 20,
and any associated construction in that area due to the presence of unsuitable
materials. Augcrcast piles arc typically used as a deep foundation system.
Preparation of the site to receive the structures should include removal of any
pavement on the proposed foundation areas and removal and rerouting of existing
utilities. Construction debris that results from the stripping, activities should be
removed entirely from the construction area.
Floor slabs may be constructed directly on top of compacted structural fill that will
be placed to achieve the subftoor level. However, floor slabs for hangars 19 and
20 must be structurally supported on a deep foundation system (e.g. auger-<:ast
piles). Design criteria for shallow foundations, anchor systems, deep foundations.
and floor slabs are provided in the following seCtions of the report.
8.0 RECOJ\IMENDED FOUNDA nON TYPE AND FLOOR SLAB
8.1 Shallow Foundation Dcsil:1l
Shallow foundations can bear directly on compacted existing fill soils, compacted
structural fill, andlor on the natural limestone formation. We recommend that
footings be designed using a maximum allowable net bearing pressure of 3000
pounds per square foot (pst) for bearing on fill material and 5.000' pounds per
square foot (pst) for footings bearing on the limestone formation.
r;::;:;;:;;,
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Proposed Hangar Development
Key West International Airporl
Key West, Florida
PSI Project No. 397-35102
11
The footings should be based at least 18 inches below the finished exterior grade
in order to provide confinement. We reconunend that the footings supporting
isolated columns have a minimum width of 24 inches and that continuous footings
be at least 18 inches wide, even if these dimensions produce a bearing pressure less
lhan the allowable. The purpose of limiting the minimum footing size is to prevent
a "punching" shear failure and to reduce the possibility of bearing on an isolated
weak zone.
The allowable bearing pressure refers to dead and normal live load conditions. It
may be increased by 25 percent for total loads, including wind forces. The weight
of the footings and backfill soils may be neglected in the foundation sizing
computations.
8.2 Anchor Sntem
As specified by the City of Key West Building Department, building foundations
are required to be anchored to the natural limestone rock formation. Typically, 18
to 20 inch diameter drilled shafts/augercast piles are used for rock anchors. The
drilled shaftfaugercast anchors will need to be installed a minimum of 3 feet into
the natural limestone strata and need to be reinforced with four (4) No.6 steel
reinforcement bars.
Our analysis for the rock anchor system consisted of detemlining the allowable
loading for an IS-inch diameter drilled shaft/augercast pile installed to a minimum
depth of 3 feet into the natural limestone. The results of our analysis is
summarized below.
Augercast Pile Minimum Rock Allowable I Allowable Uplift
Diameter Socket Lenl.:th Compression j Capacity (fOilS)
(inches) (feet) Capacity (Tons)
~- -----
18 3 I 20 10
l"'~.J
~~..
Proposed Hangar Development
Key West International Airport
Key West, Florida
PSI Project No. 397-35102
12
We recommended that the drilled shaft/augercasl pile installation procedure be
monitored by a representative of PSI.
8.3 Dcco Foundations
Augercast piles (pressure-grouted) arc considered the lUost appropriate type of deep
foundation system for the support of the proposed structures. They may be used in
lieu of a spread foundation with rock anchors. However, they must be used to
support hangars 19 and 20 and any construction in that area due to the
presence of buried unsuitable materials (peat and silty materials encountered
in borings 8-4, 8-9 and 8-10). The axial capacity of these piles is essentially
developed in side shear (skin friction) between the periphery of the grouted pile and
the layers of rock or/and sand through which the piles penetrate. Our analysis
consisted of determining pile capacities for a specific pile size and lengths.
This structure can be supported on 18-inch diameter augercast piles with the
allowable capacities and minimum rock socket length as outlined in the following
table:
SUM!\lARY OF AUGERCAST PILE CAPACITIES
AlJGERCAST MINIl\fl)J\I ALLOW ABLE ALLOWABLE ,\U.OW ABLE I\IAXL\IUM
PILE ROCK COMPRESSION UPLIFT LATERAL L,\ TERAL
DIAMETER SOCKET CAPACITY CAPACITY CAPACITY DEF1.ECTION
(INeIlES) LENGTH (TONS) (TOl'\S) (TONS) (INellES)
(FEl'.."T)
18 5 35 17 3 0.5
.,-
18 7 45 22 4 0.5
Piles must have a minimum penetration of 3, 5 and 7 (as sek-cted) feet into the
natural limestone layer below the bottom of the pile cap. The limestone
formation was encountered at depths ranging from approximately 6.8 to 14.7
below existing grade in borings B-4, B-9 and 8-10. It w~ encountered ranging
frolll the existing grade to 2 feet below existing grade in the rest of the borings.
r;:;::;;;,
1t:::.:::.!J
Proposed Hangar Development
Key West International Airport
Key West. Florida
PSI Project No. 397-35102
13
A safety factor of 2 was used in our calculations. The pile capacity reconunended
previously is controlled by stresses developed in the subsurface materials only.
Allowable stresses for the selected pilc section may impose more stringent
restrictions on pile capacity and should be checked by the structural engineer.
8A Settlement Potential
The amount of settlement that a structure will experience is primarily governed by
the compressibility of the materials, the size and depth of its foundations, and the
pressure imposed on the supporting materials by the foundations. Based on the
field test data obtained, our experience with similar structures, and empirical
relationships for bearing capacity and settlement, we have estimated that the
maximum total settlement of the foundations for the structures will be less than one
(l) inch.
Differential settlement. between adjacent foundations. should be approximately
one-half of the total settlement. Distortions that occur along the wall footings due
to differential settlement should nOI be more than 1 in 1000.
Because the materials that will provide support to the footings are granular in
composition, foundation settlements are likely to occur almost immediately upon
application of the loads. In this case, nearly all the settlement of the foundations
due to dead loads is expected to take place during construction. The portion of the
settlement due to the live load of the structure will generally take place soon after
the first application of this load.
l""'C!>;l.
I:!.".
Proposed Hangar Development
Key West International Airport
Key West, Florida
PSI Project No. 397-35102
14
8.5 Floor Slab
We recommend tile procedures described in the "Site Preparation" section of this
report be used to prepare the floor slab subgrade. Ground Ooor slabs can bear
directly on acceptable compacted structur,t1 till materials. However, floor slabs for
hangars 19 and 20 must be structurally supported on a deep foundation system
due to the presence of unsuitable materials (e.g. augercast piles). Slab-on-grade
construction may then be employed for the ground floors of the building. The floor
slabs should be reinforced to make it as rigid as practical. Proper joints should be
provided at the junctions of the slabs with the walls and columns so that a small
amount of independent movement can occur without causing damage.
If moisture intrusion into the tloor slabs is not desired, an impenneable membrane
should be installed on the soil subgrade before the slabs are cast. Nonnally, a 6-mil
thick polyethylene film is satisfactory as a subgrade moisture barrier. However.
some floor coverings may have a comparatively sensitive tolerance to moisture tlux
that a thin polyethylene film carmot suppress. Under these conditions, other types
of moisture membranes may need to be considered.
9.0 CONSTlHJCTION CONSIDERATlO:\S
9.1 Site Preparation
We recommend that all pavement areas and all surticial unsuitable material on site
be striped. and removed from the proposed shallow foundation areas. Following
the stripping operations, the exposed subgrade should be proof-rolled as
specified in Section 9.2. Proof-rolling operations should continue until the
sllbgrade soils are linn and unyielding. Any till required to raise grades should
conform to the recommendations in Section 9.3.
l...~;l
~fIiJI.
Proposed Hangar Development
Key West International Airport
Key West, Florida
PSI Project No. 397-35102
15
Densitication of the soils should be performed in the proposed hangar footprints
plus a 5-foot wide perimeter extending beyond the outside lines of the structures,
where practical.
9.2 fll-Situ DCllsilication of Soils
Compaction of the in-place granular soils in the proposed foundation footprints plus
a 5-foot wide perimeter extending beyond the outer lincs of the foundation area,
where practical, should be accomplished with a self-propelled vibratory roller,
which imparts a dynamic force of not less than 20,000 pounds. To minimize the
cffccts of compaction induced vibrations on adjacent existing structures, the
compaction operation should be limited to a maximum distance of 25 feet from the
existing structures. The maximum drum roller weight to be used between 5 to 25
feet frol11 the cxisting structurcs should be limited to 8 tOIlS. For distances of less
than 5 feet, a walk behind vibratory sled or rollers should be used. Compaction of
the bearing surface using this equipment should continue until no further vertical
settlement of the surface is visually discernible.
Density control should be exercised in the upper 12 inches of the subgrade. Soils
in this interval should be compacted to 95 percent ot' the Modified Proctor
maximum dry density determined per ASTM 0-1557. Frequent wetting of the
subgrade may be necessary during the rolling operations to prevent drying and
loosening of the upper sLx (6) to 12 inches of soil.
9.3 Structural Fillllnd Backfill
Proper control of the placement and compaction of new fills for the project should
be exercised by a representative of the Geotechnical Engineer. The fill materials
should be placed in lifts nOI exceeding 12 inches in loose thickness. Compaction
should be accomplished with a self-propelled vibratory roller.
l.....~;l.
I:!!."'" .
Proposed Hangar Development
Key West International Airport
Key West, Florida
PSI Project No. 397-35102
16
Each lift should be compacted to a minimum of 95 percent of the Modified Proctor
maximum dry density near the optimum moisture contem as determined by ASTM
D-1557. One in-place density test for each required lift of fill per 2,500 square feet
of area should be performed. Fill to be compacted with a vibratory plate or a small
walk behind vibratory roller should be placed in lifts not exceeding six (6) inches
in loose thickness.
It is imperative that any fill be placed, compacted and tested in accordance with the
recommendations presented in this report in order to adequately' support the
foundation. The tests should be performed by a qualified soils technician working
under the supervision of a Geotechnical Engineer in accordance with appropriate
ASTM procedures. Any fill indicating less than the recommended relative
compaction should be recompactcd until the required density is obtained prior to
the placement of subsequent lifts or concrete for the substructure.
The structural fill should be free of organic matter and consist of granular material
containing less than 10 percent passing the U.S. Standard No. 200 mesh sieve. The
fill material may be composed of either clean sands or crushed limcrock. The
crushed limcrock should have no particle size in excess of three (3) inches. We
recommend that the structural fill have a Unified Soil Classification System
designation ofGP, GW, SP, SW, GP-GM. GW-GM, SW-SM or SP-SM.
Structural fill or backfill to be placed below the water level should consist of an
inorganic, non-plastic material, free of any man-made debris, crushed limerock
with a three (3) inch maximum particle size with ASTM (Unified) Soil
Classification of GP or GW or FDOT 57 Stone.
L"'ro;/
1:!..a;;t1. .
Proposed Hangar Development
Key West International Airport
Key West, Florida
PSI Project No. 397-35102
17
9.4 Groundwater Control
Groundwater control may be required for foundation construction. Groundwater
can generally be lowered one (1) to two (2) feet by pumping from barrel sumps
located in perimeter ditches or pits. All sump inlets should be located outside the
hearing areas to avoid loosening the surrounding soils.
The groundwater level should be maintained at least one (l) foot below the bottom
of any excavations made during construction and two (2) feet below the surface
subject to vibratory compaction operations. In areas where deeper groundwater
drawdown or control is required, or where more positive groundwater control is
desired for prolonged periods, a single-stage, fully sanded vacuum well point
system may be required. The contractor shall make sure that the dewatering scheme
does not effect existing off-site structures.
9.5 Shallow f'oundation Construction
After the site preparation recommendations have been properly implemented and
the area has been backfilled to its final grade. the footings can be placed on tht:
existing compacted fill or on compacted structural fill. Disturbance of the granular
soils caused by the excavating equipmem and pockets of loose soil that were not
disclosed by the borings can occur at the foundation bearing elevation. For this
reason, it is recommended that the soils exposed at the bottoms of the footing
excavations be compacted in-place. The upper twelve (12) inches of these soils
should be compacted to achieve not less than 95 percent of the Moditied Proctor
maximum dry density as determined by ASTM designation D-1557. If the
foundation bearing matcrials become disturbcd due to surfacc watcr rcsulting
from precipitation and runoff, thc di~turhed soils should he overexcavated and
replaced with compacted crushed limerock.
L"'C!';l
~..;I.
Proposed Hangar Development
Key West International Airport
Key West, Florida
PSI Project No. 397-35102
18
If the footings bear on the natural limestone surface. in lieu of compaction. the
excavation bottoms should be inspected by a Geotechnical Engineer fr9m this office
to verify the integrity of the limestone. If pockets of soft soils or solution features
in the form of slots or chinmeys arc found. they should be excavated to a depth of
three (3) times the feature width or diameter and backfilled with lean concrete.
9.6 Au::ercast Pile Installation
Recommendations for augercast pile installation are presented hereafter.
· We recommend that the piles be spaced at least 2.5 pile diameters cemer-to-
center to minimize pile capacity reduction caused by group effects. A
placement tolerance with respect to the design center of 3 inches should be
specified for group piles and one (I) il'!ch for isolated piles unless more
stringent construction positioning is required. Out-of-plumbness for the
piling should be limited to two (2) percent maximum.
. The 28-day compressive strength of the grout used in the piles should be
determined by the structural engineer or should adhere to building code
requirements.
. As specified by the City of Key West building department. rock anchor
piles require four (4) #6 steel reinforcing bars. The reinforcement bars
should extend the full length of the pile. The reinforcemcnt rcquirements
for the deep foundation option should be detennined by the project
structural engineer.
9.7 Drilling and Groutinl.!.
Augercast piles are constructed by rotating a hollow-stem continuous tlight auger
into the ground until the planned tip depth or termination criterion is achieved. At
the tennination depth. a grout with high fluidity is pumped under pressure into the
hole through the hollow stem auger. As long as pressure is observed in the line,
the auger is slowly withdrawn up the hole and the augercast shaft is constructed.
l...~il.
~....
Proposed Hangar Development
Key West International Airport
Key West, Florida
PSI Project No. 397-35102
19
Grout volumes, possibly up to 1.5 times the theoretical pile volume, may be
required for proper pile installation. The grout factor is defined as the actual
volume of grout pumped into the pile divided by the theoretical volume of the
drilled hole.
After achieving the desired depth, a positive grout pressure should be observed
prior to initiating withdrawal of the auger. A continuous fluid return consisting of
slurry and then grout at the top of the hole is the best indication that the desired
pressure head is being achieved. The auger should be withdrawn slowly so that a
positive grout pressure is maintained in the hole at all times during auger
withdrawal. If the withdrawal of the auger becomes erratic, grout pressure
suddenly drops, or if the grout is interrupted, the auger tip should be reinserted at
least tive (5) feet below the level where the grouting operation was disrupted prior
to resuming withdrawal of the auger.
The installation of adjacent piles located within four (4) feet of each other on the
same working day is not recommended at this site due to the potential existence of
inter-connected pores or cavities in the limestone layers. We recommend that
adjacent piles located within four (4) feet not be installed until the initial grouted
pile has set overnight.
SOlUe subsidence of fresh grout may occur in the top of the piles. This subsidence
is in-part a result of the weight of the grout column "pushing" laterally into pores
in the limestone layer. We anticipate that subsidence will occur within a period of
approximately two hours following the grouting operation. If subsidence occurs
while the pile grout is in a fluid state, we recommend that the pile be immediately
tilled Wilh fresh grout to the proper cUloff elevation. We reconunend that a pile
grout subsidence of up to eight (8) inches be considered acceptable. Grout should
not be pumped into the piles when it is older than 90 minules from the time il was
hatched.
l""C!';1
~oQI. .
Proposed Hangar Development
Key West International Airport
Key West, Florida
PSI Project No. 397-35102
20
Prior to actual installation of the piles, the contractor should demonstrate that the
materials and equipment proposed for use are capable of installing the piles. The
contractor should provide an accurate method of determining the depth and
aliglIDlent of the auger.
9.8 Au!!crc:ast Pilc Monitorinl!
Successful auger cast-in-place pile installation will in large part depend upon the
expertise of the contractor and the techniques he uses. Because of the possibility
of soil intrusions during auger withdrawal and nonvertical piles, the job
specifications must be carefully prepared and continuous inspections made of the
installation. Full-time observation must be maintained during installation to
monitor depths and the amount of grout pumped versus the rate of auger
withdrawal. The full-time monitoring of pile installation will provide a degree of
assurance that continuous piles of the proper cross-section are being constructed.
We recommend that the grout pump be calibrated prior to initiation of production
pile installation. At least two (2) sets of six (6), 2-inch cubes or three (3)-inch
diameter x 6 inch high grout cylinders should be made for each day of pile
installation.
9.9 Test Pile Pro\:ram
Pile load tests are not required for pile capacities under 40 tons. A test pile
program will be required for pile capacities greater than 40 tons. However,
regardless of the pile capacities it may be prudent to perform a pile tension load test
due to the high design wind loads and critical uplift conditions.
We recommend three (3) grouted indicator piles for the proposed structures
(hangars 19 and 20). The indicator piles shall be constructed as close as possible
to the exploratory borings so that the drilling characteristics can be directly
correlated to known subsurface conditions.
l..."r.~;l
I:!!..,;;/I. .
Proposed Hangar Development
Key West International Airport
Key West, Florida
PSI Project No. 397-35102
21
Grouted test piles should be installed at the location where the indicator piles
indicate the weakest rock condition to occur. The pile should be subjected to a full
scale compression and tension load test pursuant to the requirements of ASTM
D1143 and the Florida Building Code. The use of strain gauge instrumentation will
allow for better evaluation of the load transfer mechanism to the limestone layers
and possibly a reduction in pile lengths. Testing of the pile should include the
standard method of loading.
10.0 EXCAVATIONS
In Federal Register, Volume 54, No. 209 (October 1989), the United States
Department of Labor, Occupational Safety and Health Administration (OSHA)
amended its "Construction Standards for Excavatjons, 29 CFR, part 1926, Subpart
p". This document was issued to better insure the safety of workmen entering
trenches or excavations. It is mandated by this fcderal regulation that all
excavations, whether they be utility trenches, basement excavation or footing
excavations, be constructed in accordance with the new OSHA guidelines. It is our
understanding that these regulations are being strictly enforced and if they are not
closely followed, the owner and the contractor could be liable for substantial
penalties.
The contractor's responsible person, as defined in 29 CfR Part 1926, "should
evaluate the soil exposed in the excavations as part of the contractor's safety
procedures. In no case should slope height, slope inclination, or excavation depth.
including utility trench excavation depth, exceed those specitied in local, state, and
federal safety regulations.
We arc providing this infomlation solely as a service to our client. PSI is not
assuming responsibility for construction site safety or the contractor's activities;
such responsibility is not being implied and should not bc inferred.
~.
....~.
I:!t.oi;/II. .
Proposed Hangar Development
Key West International Airport
Key West, Florida
PSI Project No. 397-35102
22
11.0 GENERAL CONDITIONS
The Geotechnical Engincer warrants that the findings, recommendations,
specifications, or professional advice contained herein, have been presented aftcr
being prepared in accordance with generally accepted professional practice in thc
field of foundation engineering, soil mechanics and engirn..>ering geology. No other
warranties are implied or expressed.
After the plans and specifications are complete, it is recommended that PSI be
provided the opportunity to review the final design and specifications, in order to
veril)' that the earthwork and foundation recommendations are properly interpreted
and implemented. At that time, it may be necessary to submit supplementary
recommendations.
This report has been prepared for the exclusive use URS Corporation for the
specific application to the proposed construction in Key West. Florida.
trait:!' ;1.
~'IIiJ/1.
APPENDIX
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APPROXIMATE SITE LOCATION
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REFERENCE: MICROSOFT STREETS &: TRIPS. 2002.
SCALE: NO T TO SCALE
SITE
VICINITY MAP
CEOTECHNICAl. ENGlhEDllNC SEJMCES
PflOPOSED HANGAR DEVELOPMENT
KEYWESIINIERNAlIONALAJRPQHl
KtY WEST. FLORIDA
....."...--.---
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LOG OF BORING NO. B-1
Proposed Hangar Develop-ment
Key West International Airport
Key West. Florida
Client: URS Corvoration
Type; 2" Split-Barrel
Project Number: 397-35102
location; See Attached Borin!: location Plan
to-
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10
15
20
25
30
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DESCRIPTION OF MATERIAL
Li ht Brown LIMEROCK with Fine Sand (Fill)
Li ht Brown Fine SAND
Light Brown LIMESTONE with Fine Sand
End of Boring
~t:
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STANDARD
PENETRATION
TEST
. N.vALUE (ASTM D.15861
10 20 30 40 60
40
29
77
46
50
12
15
COMPLETION DEPTH: 20 feet DEPTH TO WATER ELEVATION:
DATE: 6/03/03 IN BORING; 2.1' lOGGED BY: D.C.
PROFESSIONAL SERVICE INDUSTRIES. INC.
I
.
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.
*
LOG OF BORING NO. B-2
Proposed Hangar Development
Key West International Airport
Key West, Florida
Client: URS Corporation
Type: 2. Split-Barrel
Project Number: 397-35102
Location: See Attached Borin.ll. Location Plan
Ii:
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25
30
35
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DESCRIPTION OF MATERIAL
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ST ANOARO
PENETRATION
TEST
. N.VALUE CASTM 0-15861
10 20 30 40 60
Light Brown UMESTONE with Fine Sand
End of Boring
37
24
69/
10.
30
31
21
11
COMPLETION DEPTH: 20 feet DEPTH TO WATER ELEVATION:
DATE: 6/03/03 IN BORING: 1.1' LOGGED BY: D.C.
PROFESSIONAL SERVICE INDUSTRIES, INC.
LOG OF BORING NO. B-3
Proposed Hangar Development
Key West International Airport
Key We5t, Florida
Client: URS Corooration
Type: 2" Split-Barrel
Project Number: 397-35102
LoclItion: See Attached BorinR Location Plan
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25
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DESCRIPTION OF MATERIAL
STANDARD
"'.... PENETRATION
;: ... TEST
Ocr:
al~ . N.V,t.lUE (ASTM 0-1586)
10 20 30 40 60
Li ht Brown UMEROCK with Fine Sand Fill)
Light Brown LIMESTONE with Fine Sand
45
COMPLETION DEPTH: 20 feel DEPTH TO WATER ELEVATION:
DATE: 6/03/03 IN BORING: 2.3' lOGGED BY: D.C.
PROFESSIONAL SERVICE INDUSTRIES. INC.
44
98/
10.
37
33
22
12
End of Boring
LOG OF BORING NO. 8-4
Proposed Hangllr Development
Key West Internlltional Airport
Key West, Florida
Client: URS Corvoration
Type: 2" Split-Barrel
Project Number: 397-35102
location: See Attached Dorin~ Location Plan
to:
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DESCRIPTION OF MATERIAL
Dark Brown Very Silty Fine SAND
10
Light Brown UMESTONE with Fine to Silty Fine
Sand
End of Boring
35
<Jll-
;:11..
00:
-lW
mOo
STANDARD
PENETRATION
TEST
WOH
WOH
WOH
WOH
3
14
4
3
6
COMPLETION DEPTH: 30 feel DEPTH TO WATER ELEVATION:
DATE: 6/03/03 IN BORING: 1.6' LOGGED BY: DC.
PROFESSIONAL SERVICE INDUSTRIES, INC.
60
LOG OF BORING NO. B-5
Proposed Hangar Development
Key West International Airport
Key West, Florida
Project Number: 397-35102
Location: See Attached Borinl!: Location Plan
Client: URS Corporation
Type: 2" Split-Barrel
t;:
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15
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25
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DESCRIPTION OF MATERIAL
STANDARD
~t;: PENETAA TION
TEST
oa:
iilt . N-VALUE (ASTM 0-1586)
10 20 30 40 60
26
61
79 7f
60/2" 9
35
Light Brown LIMEROCK with Fine Sand (Fill)
Light Brown LIMESTONE with Fine Sand
End of Boring
COMPLETION DEPTH: 10 feet DEPTH TO WATER ELEVATION:
DATE: 7/03/03 IN BORING: 2.4' LOGGED BY: D.C.
PROFESSIONAL SERVICE INDUSTRIES. INC.
Client: URS COl1lOralion
Type: 2. Split-Barrel
....
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II) II)
10
15
20
25
30
35
Project Number: 397-35102
Location: See Anached 8orin~ Location Plan
STANDARD
en!- PENETRATION
~ ... TEST
00:
~~ . N~VALUE (ASTM 0.1585)
10 20 30 40
LOG OF BORING NO. B-6
Proposed Hangar Development
Key West International Airport
Key West, Florida
DESCRIPTION OF MATERIAL
Dark Brown Or anie Fine SAND with Roots (To so
Light Brown LIMESTONE with Fine Sand
Light Brown Fine SAND, Trace of Limestone
Fragments
End of Boring
17
74
51
29
37
COMPLETION DEPTH: 10 feel DEPTH TO WATER ELEVATION:
DATE: 7/03/03 IN BORING: 3.1' LOGGED BY: D.C.
PROFESSIONAL SERVICE INDUSTRIES. INC.
LOG OF BORING NO. 6-7
Proposed Hangar !;>ovelopment
Key West International Airport
Key West. Florida
Project Number: 397-35102
Location: See Attached BoriDi Location Plan
STANDARD
II) I- PENETRA nON
;::... TEST
oa:
iil~ . N.VALUE IASTM D-158G)
10 20 30 40 60
Client: URS Comoration
Tvpe: 2" Split.Bam:l
t:
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30
2S
30
JS
DESCRIPTION OF MATERIAL
Dark Brown Or anie Fine SAND with Roots
Light Brown UMESTONE with Fine Sand
46
COMPLETION DEPTH: 10 feel DEPTH TO WATER ELEVATION:
DATE: 7/03/03 IN BORING: 2.6' lOGGED BY: D.C.
PROFESSIONAL SERVICE INDUSTRIES. INC.
31
66
60
50/2"
End of Boring
....
...
;1;-
t:
w
o
... III
g ~
::E ::E
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III en
LOG OF BORING NO. B-8
Proposed Hangor Qcvelop'mcnt
Key West International Airport
Key West, Florida
Project Number: 397.35102
Location: See Attached Borin2 Locarion Plan
STANDARD
en ... PENETRATION
;:.... TEST
00::
c6~ . N.VALUE (ASTM 0-1586)
10 20 30 40
Client: URS COllloralion
Type: 2" Splir-Barrel
DESCRIPTION OF MATERIAL
50
71
48
82
Sf
9
50/3"
10
End of Boring
1S
JO
.S
lO
lS
COMPLETION DEPTH: 10 feet DEPTH TO WATER ELEVATION:
DATE: 7/02/03 IN BORING: 2.7' LOGGED BY: D.C.
PROFESSIONAL SERVICE INDUSTRIES. INC.
LOG OF BORING NO. B-9
Proposed Hongar l;)evelop.ment
Key West Internotlonal Airport
Key West. Florida
Project Number: 397.35102
Location: See Allachcd Borinl Location Plan
STANDARD
en... PENETRATION
:= ... TEST
~~ . N-VAlUE (ASTM D-15811)
10 20 30 40 110
Client: URS COl"DOralion
Type: 2. Split-Barrel
Ii:
:i
...
IL
w
C
..J In
o w
CD It
~ 2
>- <
In III
DESCRIPTION OF MATERIAL
J5
23
3
WOH
5
50/5"
9
61
47
14
50/3.
COMPLETION DEPTH: 30 feet DEPTH TO WATER ELEVATION:
DATE: 7/02103 IN BORING: 2.2' lOGGED BY: D.C.
PROFESSIONAL SERVICE INDUSTRIES. INC.
Client: URS Corooralion
Type; 2" Split-Barrel
LOG OF BORING NO. B-10
ProP9_~ed Hangar Dovelo.pmont
Koy West Internationlll Airport
Key West, Florida
Project Number: 397.35102
Locetion: See Attached Borin~ Location Plan
too Ul STANDARD
... .... w Ultoo PENETRATION
0
:i ell ~ DESCRIPTION OF MATERIAL ~... TEST
too :E :E occ
IL > <( iil~ . N-VALUE IASTM 0-15811)
w Ul Ul
C 10 20 30 40 80
0 halt
Light Brown LIMEROCK with Fine Sand (Fill) 36
Gray Silty Fine SAND. Trace of Shell Fragments 12
Black Fibrous PEAT WOH
Light Brown LIMESTONE with Fine SAND 10
60/2"
98/ 9
10"
15
20
2S
)0
lS
COMPLETION DEPTH: 12 fm DEPTH TO WATER ELEVATION:
DATE: 7102/03 IN BORING: 2.4' LOGGED BY: D.C.
PROFESSIONAL SERVICE INDUSTRIES, INC.
LOG OF BORING NO. B-11
Proposed Hangar Development
Key West International Airport
Key West. Florida
Project Number: 397-35102
Location: See Attached Boring Location Plan
STANDARD
PENETRATION
TEST
. N.VALUE (ASTM 0.15861
10 20 30 40
Client: URS Corporation
Type: 2" SDlil-BamlI
t
~
Ii:
...
o
.... en
o ...
ID ~
:Ii :Ii
> <
en I/)
DESCRIPTION OF MATERIAL
~t
OD:
.......
IDA.
21
50/3"
47
68
95/S"
20
11
14
63/
11"
End of Boring
n
9
COMPLETION DEPTH: 30 feel DEPTH TO WATER ELEVATION:
DATE: 7/02/03 IN BORING: 1.4' LOGGED BY': D.C.
PROFESSIONAL SERVICE INDUSTRIES, INC.
CORRELATION OF PENETRATION RESISTANCE WITH
RELATIVE DENSITY OF GRAl'''ULAR SOILS
J!ftt''''~~'~''' - .' r"'" ~:"..f4~~3'~;{::'''f.~~.iil.titt.z-V~~''1;::'':';;~ .""
", '..,.r .....;.j;:........ .'!""~.."". .,,:t~,_""
_ " )~, ._"l'hl~ , ,..,'r~':'....t,,>C""-;.!,#;:'
.~PA~t)EN~11 >~~ARD~ENETRATlON'.ilip'WS/Ff;::<
~:<;ft~. '1ii'"W''t'.,:,-,l''t.{~ ~. " J,", <:i':...~_. " ", .,' .l" T ',. .f':t.. ~ ..f-'.,~~...-, " <'.... ..#~ :..... ~:;..'. '.
t~~i:-1.'",-;~>.'~~,~':'" ..~,~~r<. -:~"' ;~....~.'t~~~~W(N:.:VALUE)~;. . ~.'~.:.,1.; ....~.
Very Loose 0 - 4
Loose 4 - 10
Medium Dense 10 - 30
Dense 30 . 50
Very Dense Over 50
L"~;l
I:f:.~. .
DRILLING AJI,'D SAMPLING PROCEDURES
The test borings were perfonned with a drill rig equipped with a rotary head. The
drill boles were advanced by the use of a high speed rollercone bit, with bentonite
drilling fluid being pumped through the drill rods to remove the cuttings and to
stabilize the side walls and bottom of the hole. Representative samples were
obtained by the use of split-barrel sampling procedures in general accordance with
the procedures for "Penetration Test and Split-Barrel Sampling of Soils" (ASTM
D-1586).
FIELD TESTS AND l\fEASUREMENTS
Penetration Tests - During the sampling procedure, standard penetration tests
(SPT) were performed at pre-determined intervals to obtain the standard
penetration value (N) of the soil. The standard penetration value (N) is dermed
as the number of blows of a 140 pound hammer. falling thirty (30) inches,
required to advance the split-barrel sampler one (1) foot into the soil. The
sampler is lowered to the bottom of the previously cleaned drill hole and
advanced by blows from the hammer. The number of blows are recorded for
each of three (3) successive increments of six (6) inches penetration. The "N"
value is obtained by adding the second and third incremental numbers.
Water Level Measurements - Water level depths were obtained during the
boring operations. In relatively pervious soils, such as sandy soils, the indicated
depths are usually reliable groundwater levels. Seasonal variations, tidal
conditions, temperatu.re, land-use, aIX1 recent rainfall conditions may influeoce the
depths to the groundwater.
Ground Surface Elevations - Ground surface elevations at the test boring
locations were not provided. Therefore, all references to depth of the various
strata and materials encountered, are from existing grade at the time of drilling.
l..C!>il
I:!.~. .
-'
A~~7S,~~?,~: j~~~,>!~1;9 <:S,V'JE ?F~bOR'DA<'>. . ..>..:' ..>.:f~i!~.';>t;2~
." ijti~?',:~i~'. i):.rf.~~ ,~J~iS~TM~~~~~~~gi6~E"i~~'~~R~i~~g~~~~~;'~f~gL~~~'?~ 's~~;:od~~;~~9~,i:1~i
,;;~~'J~~/S:"', ": ,-...l:l!'ii~'_'tl;,;;~r":'_ .,..~'..l ~~~~~~~';!'~~'.'r'-_~~' t; '~', '-Ccf.,o.' ; -'"<.-_.: "~:_.' .- '-,7~-' '_->t' ..-':>~-" .- --~~~.,i-.~"""-L 'J<~_;?f'::'~'- ';~};'
. ,
. =-..f.... '. .>._n___.z"
;~ ~.~-". _r, :_;..:";~.,)." h_
':~J ?i;.>;tg~~:}~u~'~
2:j{:GOVERNOR
.,Ys-.;:,'t. .
f ~\,1;",",..l
}'~,> .tf:~t;
"jl'J:ie GENER:AL'(,boNTRACTOR"J"t;lf,~'
'1{amed~;be1'6w";:l S"i~CERTI FlED: "';'11. III
Under "'the provisions of'Chapt1f;s
~~
Expiration date: AUG 31, 2004~
,rt' " "" .~{iS,\
y ~.\ , '- ~-F... ~-., , ,-.~ . ~ ~r:;
. j;~ j~~' " ,::,;", '~\~ "'~i:' '.::"~, ",c:.~ ,: " \
"'~LOER i',:.GARYALAN'.?' i
D',':-L PORTER CONSTRUCTORS
6574 PALMER PARK CIRCLE
SARASOTA.
~f~~~'~~ II
-.:. ~'" ~""..~;"
"-'j,Ji ,'f
:~~J~\, c
" '::;::'~j;~:~;
"l::i:'"
i~~
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,..,:.M,",",
"I' "t'.....
k~~~:!- ~~ ~.::r~
~'t..I.. :,~.~.~'J
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- ~; _ '~~~.:,~ ,1 ~,.i'/ i'~I:"" '~-~ \;:. ~~1:
,,:;, ","J' t-\\:~"h~ . ~'
'KIlti\~BINK~::e;;Y - s~~ ,~~..~,
SECRETARY... ,:;... "("~'i
....'."'.1:.. . ",liI"- ,~I;," ,)1"
'"''
"D,"L. P,ORTER- CO
LOER' GARY A U
.'6574 PALME R
~ARASOTA FL
50.00
HI(.~ECOMESATAX DANISE D. HENRIQUEZ TAX
ECEIPTWHENVALlDATED PO BOX 1129, KEY WEST F L
0000000000 0000005000 0000301400060602 1001 7
THIS IS.ONLVA TAX. YOU MUST
MEET ALL CQUNTYPLANNING
,AND ZONING REQUIBEMENTS.
Division of Corporations
Page 1 of2
Florida Profit
D. L. PORTER CONSTRUCTORS, INC.
r-------...-----.-------------..-.--.--.---.-----.----".--
PRINCIPAL ADDRESS
6574 PALMER PARK CIR
SARASOTA FL 34238
MAILING ADDRESS
6574 PALMER PARK CIR
SARASOTA FL 34238
Document Number
P98000042047
FEI Number
650848440
Date Filed
05/07/1998
State
FL
Status
ACTIVE
Effective Date
05/05/1998
R . t
dA
t
egis ere 1gen
I Name & Address I
WHITE, C M
6574 PALMER PARK CIRCLE
SARASOTA FL 34238
I Name Changed: 04/13/1999 I
I Address Changed: 04/13/1999 I
I Name & Address II Title I
WHITE, C. MARSHALL D
6574 PALMER PARK CIR
SARASOTA FL 34238
LOER,GARY A D
6574 PALMER PARK CIR
SARASOTA FL 34238
JEWELL, PAULETTE D
6574 PALMER PARK CIRCLE
SARASOTA FL 34238
I II I
OfficerlDirector Detail
ttp://www.sunbiz.org/scripts/cordet.exe?al =DETFIL&n 1 =P9800004204 7 &n2=NAMFWD&n3=0000... 10/27/2003
Division of Corporations
Page 2 of2
SARASOTA FL 34238
LJ
RODRIGUEZ, HARRY J
6574 PALMER PARK CIRCLE
A lR
nnua eports
I Report Year II Filed Date I
I 2001 II 02/1312001 I
I 2002 II 02/0712002 I
I 2003 II 04/1412003 I
[ .,pr~viou~ Filing ] [ RE:lturntoList .J
No Events
No Name History Information
[ Next Filing]
Document Images
Listed below are the images available for this filing.
04/14/2003--=-ANN REPIUNIFORM BUS REP
02/07/2002 -- ANN REPLUNIFORM aus REI>
02/13/200l-=~~NN REPI1JNIFORMJH1S REP
Q2/15/2000_=-ANN REPIUNIFORM BUS~P
04L11/1999 -- A1'lliJ..LA._L REPORT
05/07/1998 -- Domestic Profit
THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT
lttp://www.sunbiz.org/scripts/cordet.exe?al =DETFIL&nl =P9800004204 7 &n2=NAMFWD&n3=0000... 10/2712003
INVITATION FOR BIDS' . \
. . . .,'j
o 'Porter Const.;'e~alitiedl
tv,~.:. Subcontractors to bid t~e KWfA 'rnzKEEYGWESNT
Hangar Development, Taxllanes & ;
,Anron. Bids will be accepted until I
( 16 2003. Inquires call Ed (941) "'_ape" Est. 1876
S-9400 or tax (941) 929-9500. Itions, LLC
October 12, 2003
Aovertlslng Coordinator
PO Box 1800
Key West FI 33041
Office... ,.. ....305-292-7777
Extension...... ...... .....x219
Fax............ .305-294-0768
mcanitano@keysnews.com
INTERNET PUBLISHING
keywest.com
keysnews.com
ftoridakeys.com
key-west.com
Web Design Services
NEWSPAPERS
The Citizen
Southernmost Flyer
Solares Hill
Big Pine Free Press
Marathon Free Press
Islamorada Free Press
Key Largo Free Press
Ocean Reef Press
Seaport Log
MAGAZINE
The Menu
Home Guide
C~izen Local's Guide
Paradise
Keys TV Channel Guide
MARKETING SERVICES
Commercial Printing
Citizen Locals Card
Direct Mail
FLORIDA KEYS OFFICES
Printing I MaIn Facility
3420 Northside Drive
Key West, FL
33040-1800
Tel 305-292-7777
Fax 305-294-0768
citizen@keywest.com
Internet Division
1201 White Slreet (Suite 103)
Key West. FL
33040-3328
Tel 305-292-1880
Fax 305-294-1699
sales@keywest.com
Middle Keys Office
6363 Overseas Hwy
Marathon, FL (MM 52.5)
33050-3342
Tel 305-743-8766
Fax 305-743-9977
navigator@ftoridakeys.com
Upper Keys Office
81549 Old Hwy
PO Box 469
Islamorada, FL (MM81.5)
33036-0469
Tel 305-664-2266
Fax 305-664-8411
freepress@floridakeys.com
Ocean Reef Office
3A Barracuda Lane
Key Largo. FL 33037
Tel 305-367-4911
Fax 305-367-2191
RECElVED
OCT 1 6 2003
STATE OF FLORIDA 01. Porter COII~truc\ors, \nc..
COUNTY OF MONROE
Before the undersigned authority personally appeared Randy G. Erickson, who
on oath says that he is Vice-President of Advertising Operations of the Key
West Citizen, a daily newspaper published in Key West, in Monroe County,
Florida; that the attached co of advertise ent, bing a legal notice in the
matter of
In the
issues of
~ N, C rt, was published in said newspaper in the
(~h Jt~) la, dDD::=)
Affiant further says that the Key West Citizen is a newspaper published in Key
West, in said Monroe County, Florida and that the said newspaper has
heretofore been continuously published in said Monroe County, Florida every
and has been entered as second-class mail matter at the post office in Key West,
in said Monroe County, Florida, for a period of 1 year next preceding the first
publication of the attached copy of advertisement; and affiant further says that
he has neither paid nor promised any person, firm or corporation any discount,
rebate, commission or refund for the purpose of securing this advertisement for
publication in the said newspaper.
#l-i1!2
. Signature of Affiant
Sworn and subscribed before me thisJ-3- day of (OntzrJ A Jt )
,2003
Expires: January 15, 2007
"'"'''''''' MARY BETH CANITANO
/"}[i':E"~.(':}\NotarY Public - State of Florida
= '. 4, . . ~MyCOOlfnissi::x1ExpiesJan 15 2007
:.~ .. li~. ~... I
-.-:;:,~~ f,j:.~",- Commission # 00178046
'",,,,,,., Bonded By National Notary Assn.
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D.L. PORTER CONSTRUCTORS, INC.
October 17, 2003
Monroe County
Purchasing Office
1100 Simonton Street, Room 2-213
Key West, FL 33040
RE: Hangar Development, Taxilanes and Apron
Key West International Airport
Monroe County, Florida
Gentlemen:
D.L. Porter Constructors, Inc. hereby states that all equipment intended for use to complete the
project within the specified limits will be supplied.
Sincerely submitted,
D.L. PORTER CONSTRUCTORS, INC.
('~
C. Marshall White
Vice President
CMW /pj
6574 Palmer Park Circle · Sarasota, Florida 34238 · (941) 929-9400 · Fax (941) 929-9500
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D. L. Porter Constructors. Inc.
Balance Sheets
December 31
2002 2001
Assets
Current Assets:
Cash and cash equivalents (Notes B and G) $ 164,385 $ 357,954
Marketable securities (Notes B. C and I) 412.321 909,033
Accounts receivable (Notes B, D and G) 2,348,717 2,182,275
Advances to officers (Note J) 230,000 351,731
Excess of revenue recognized over amounts billed
on contracts in process (Nates B and F) 143,755 145,681
Prepaid expenses and other current assets 10,159 13,191
Total Current Assets 3,309,337 3,959,865
Property, Equipment and Fixtures (Notes B and H)~
Building and improvements 48,205 5,539
Machinery and equipment 9,112 9,112
Transportation equipment 88,353 54.790
Furniture and fixtures 113,868 49.457
259,538 118.898
Less accumulated depreciation 66.593 38,135
192,945 80,763
Certificate of Deposit (Note J) 229,146
$ 3,502,282 $ 4,269,774
See Notes to Financial Statements.
Page 2
LIabilities and Stocl(holders' Equity
Current Liabilities:
Note payable (Notes B and I)
Accounts payable and accrued expenses (Note E)
Accrued payroll and amounts withheld
Excess of amounts billed over revenue recognized
on contracts in process (Notes B and F)
Due to related entity (Note J)
Current portion of long-term debt (Notes B and H)
Total Current Liabilities
Long-Term Debt (less current portion) (Notes B and H)
Stockholders' Equity:
Common stock, $1 par value per share;
1,000 shares authorized, issued and outstanding
Retained earnings
Accumulated other comprehensive income:
Unrealized loss on investments (Notes B and C)
December 31
2002 2001
$ $ 200,656
1,814,838 1,905,262
44,502 25,111
639,239 431,067
373,783
30,601 11,236
2,529,180 2,947,115
94,701 15,668
1,000
1,031,203
1,000
1,362,704
(153,802)
878,401
(56,713)
1,306,991
$ 3,502,282
$ 4,269,774
0, L. Porter Constructors) Inc,
Statements of Operations
and Retained Earnings
Year Ended December 31
2002 2001
Percent of Percent of
Amount Revenues Amount Revenues
Contract Revenues $ 15,249,654 100.0 % $ 17,083,545 100.0 %
Contract Costs 13,918,741 91.3 15,286,896 89.5
Gross Profit 1,330,913 8.7 1,796,649 10.5
Operating Expenses:
General and administrative 1,480,806 9.7 1,226,690 7.2
Depreciation 32,670 .2 19,971 .1
Interest expense 5.407 3,130
1,518,883 9.9 1,249,791 7.3
Operating (Loss) Income (187,970) (1.2) 546,858 3.2
Other Items:
Interest income 12,027 .1 33,555 .2
Dividend income 8,311 20,720 .1
Loss on sale of fixed assets (2,354) (745)
Loss on sale of marketable securities (17,454) (.1 )
Other income 39,587 .3 19,234 .1
57,571 .4 55,310 .3
Net (Loss) Earnings (130,399) (.8) % 602,168 3.5 %
Distributions to Sh(;lreholders (201,102) (226,846)
Retained Earnings, beginning of period 1,362,704 987,382
Retained Earnings, end of period $ 1,031,203 $ 1,362,704
See Notes to Financial Statements.
Page 3
jJCORDm CERTIFICATE OF LIABILITY INSURANCE OP 10 L9 DATE (MM/DDIYYYY)
DLPOR-1 03/09/04
PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
Atlas Insurance Agency HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
7120 Beneva Road ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
Sarasota FL 34238-2850
Phone: 941-366-8424 Fax:941-951-7557 INSURERS AFFORDING COVERAGE NAIC#
INSURED INSURER A: Cincinnati Insurance Company
INSURER B:
DL Porter Constructors Inc. INSURER C:
DL Porter Construction Inc
6574 Palmer Park Circle INSURER D:
Sarasota FL 34238-2777
INSURER E:
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
NSR[ POLICY NUMBER PDI}.,;!~1!!:.~FE_CJI~E P~kfEY(~~b'1f,.}!..~N LI MITS
LTR TYPE OF INSURANCE DATE MM/DDIYY
GENERAL LIABILITY EACH OCCURRENCE $ 500000
- ~~~~1S'Es (E~~~~~r~nce)
A X X COMMERCIAL GENERAL LIABILITY CPP0730645 01/09/04 01/09/05 $ 500000
-I CLAIMS MADE ~ OCCUR MEO EXP (Anyone person) $ 10,000
PERSONAL & ADV INJURY $ 500000
-
GENERAL AGGREGATE $ 1000000
----.-J
~'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP~PAGG $ 1000000
n PRO- n
POLICY JECT LOC
AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 500,000
~
A ~ ANY AUTO CPP0730645 01/09/04 01/09/05 (Ea accident)
ALL OWNED AUTOS BODILY INJURY
---" $
SCHEDULED AUTOS (Per person)
-
- HIRED AUTOS --S3A V jl\lVM BODILY INJURY
(Per accident) $
NON-OWNED AUTOS
- -
- 31VO PROPERTY DAMAGE
(Per accident) $
,,....... .. .._--. ~
GARAGE LIABILITY EWI/38V~ \ "'.. AUTO ONLY - EA ACCIDENT $
rl ANY AUTO 1.' ;'i\o:ddV OTHER THAN EA ACC $
AUTO ONLY: AGG $
EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $5,000,000
A X ~ OCCUR D CLAIMS MADE CCC4485524 01/09/04 01/09/05 AGGREGATE $
$
rl DEDUCTIBLE $
RETENTION $ $
WORKERS COMPENSATION AND APP'fYl 1) ,,,..(ZMENT I TORY LIMITS I IUJ~-
EMPLOYERS' LIABILITY
ANY PROPRIETOR/PARTNER/EXECUTIVE /J , I , ) E.L. EACH ACCIDENT $
OFFICER/MEMBER EXCLUDED? BY -~. . ~~, [/ ~.o l) E.L. DISEASE - EA EMPLOYEE $
~~~MtS~~~v~s?6~s below n....Tr.~.J.c; EL. DISEASE - POLICY LIMIT $
OTHER 't..
WA" YES
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS
Additional Insured &: Loss Payee: Monroe County Board of County Commisioners,
its employees &: officials for the project at: Hangar Development, Taxilanes
&: Apron, Key West International Airport, Key West, FL 33040. 30 days
cancellation notice except 10 days for non pay
CERTIFICATE HOLDER
CANCELLATION
COVERAGES
Monroe County Board of County
Commissioners
1100 Simonton St
Key West FL 33040
MONRBOC SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL ~ DAYS WRITTEN
NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL
IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR
REPRESENTATIVES.
AUTnED REPRESENTATI E
@ACORDCORPORATION 1988
ACORD 25 (2001/08)
---
ACORDN CERTIFICATE OF LIABILITY INSURANCE OP 10 DI\ DATE (MMlDDIYYYY)
DLPOR-1 03/l0/04
PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATlc5~
Bouchard-Starcrest ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
101 Starcrest Drive HOLDER THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
POBox 6090 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW
Clearwater PL 33758-6090
Phone: 727-447-6481 Pax:727-449-l267 INSURERS AFFORDING COVERAGE NAIC#
INSURED INSURER A: PCCI INSURANCE CO lO178
INSURER B:
DL Porter Construction Inc INSURER c:
DL Porter Constructors Inc.
6574 Palmer Park Circle INSURER D:
Sarasota PL 34237
INSURER E:
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
ANY REQUIREtvENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER OOCUfvENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
LTR INSRI lYPE OF INSURANCE POLICY NUMBER 'D~1MMlDDN:.;t DATE rMMI~II)iYYf LIMITS
GENERAL LIABILITY EACH OCCURRENCE $
- ~~~~:S'Es (Ea occurence)
COMMERCIAL GENERAL LIABILITY $
I CLAIMS MADE D OCCUR MED EXP (Anyone person) $
f-- .~ PERSONAL & ADV INJURY $
- ~p'rf-( ~~~~~l;i~ GENERAL AGGREGATE $
GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $
n n PRO- nLOC ~~~q
POLICY JECT BY- ' 'I .1
~OMOBIUE LIABILITY " \. ../ -----."
- NIA~ COMBINED SINGLE LIMIT $
ANY AUTO YES -- (Ea accident)
f-- . <IF:.!
ALL OWNED AUTOS ;;-;J!-'., \ "-"
f-- BODILY INJURY $
SCHEDULED AUTOS (Per person)
f--
HIRED AUTOS BODILY INJURY
- $
NON-0WNED AUTOS (Per accident)
- -~--
- PROPERTY DAMAGE 1$
(Per accident)
GARAGE LlABlLllY AUTO ONLY. EA ACCIDENT $
R ANY AUTO OTHER THAN EA ACC $
AUTO ONLY: AGG $
EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $
:=J OCCUR D CLAIMS MADE AGGREGATE $
$
~ DEDUCTIBLE $
RETENTION $ $
WORKERS COMPENSATION AND X ITg~~T~~s I IOJ~-
EMPLOYERS' LIABILITY
A ANY PROPRIETOR/PARTNER/EXECUTIVE 40266 01/0l/04 Ol/01/05 E.L. EACH ACCIDENT $ 500000
OFFICER/MEMBER EXCLUDED? E.L. DISEASE - EA EMPLOYEE $ 500000
~~E"cI~LP~~v1~~ONS below E.L. DISEASE - POLICY LIMIT $ 500000
OTHER
dd/asst
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICUES / EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS
RE: HANGAR DEVELOPMENT, TAXI LANES AND APRON, KEY WEST INTERNATIONAL
AIRPORT, KEY WEST, PL 33040
CERTIFICATE HOLDER
CANCELLATION
COVERAGES
KEY WEST INTERNATIONAL AIRPORT
ATTN BEVETTE
349l S ROOSEVELT BLVD
KEY WEST PL 33040
KEYWAIR SHOULD AHV OF THE ABOVE DESCRIBED POLICIES BE CANCELUED BEFORE THE EXPIRATION
DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL ~ DAYS WRmEN
NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL
IMPOSE NO OBLIGATION OR LlABlLllY OF AHV KIND UPON THE INSURER, ITS AGENTS OR
REPRESEN ATNES.
AUTH P SENTA
@ ACORD CORPORATION
ACORD 25 (2001/08)