04/20/2005
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CONTRACT DOCUMENTS
".-',..
SEAL COAT RAMPS, MARKING,
TIW A-9 REHABILITATION, AND
ENVIRONMENTAL MITIGATION
KEY WEST INTERNATIONAL AIRPORT
MONROE COUNTY, FLORIDA
,....
".,,-
A.I.P. No. 3-12-0037-2404
U.P .tN. Nos. PFL 0000166, PFL 0003229
PFC Application Nos. 8
URS Corporation Contract No.: 12638098.00000
Prepared for:
-
THE MONROE COUNTY
BOARD OF COUNTY COMMISSIONERS
,.....
MR. MURRAY E. NELSON, DISTRICT 5
DR. DAVID P. RICE, DISTRICT 4
MS. DIXIE M. SPEHAR, DISTRICT 1
MR. GEORGE NEUGENT, DISTRICT 2
MR. CHARLES "SONNY" McCOY, DISTRICT 3
MAYOR
MAYOR PRO TEM
COMMISSIONER
COMMISSIONER
COMMISSIONER
...-
Prepared by:
URS CORPORATION
OCTOBER 2004
CONTRACT DOCUMENTS
SEAL COAT RAMPS, MARKING,
TIW A-9 REHABILITATION, AND
ENVIRONMENTAL MITIGATION
KEY WEST INTERNATIONAL AIRPORT
MONROE COUNTY, FLORIDA
A.I.P. No. 3-12-0037-2404
U.P .tN. Nos. PFL 0000166, PFL 0003229
PFC Application Nos. 8
URS Corporation Contract No.: 12638098.00000
Prepared for:
THE MONROE COUNTY
BOARD OF COUNTY COMMISSIONERS
MR. MURRAY E. NELSON, DISTRICT 5
DR. DAVID P. RICE, DISTRICT 4
MS. DIXIE M. SPEHAR, DISTRICT 1
MR. GEORGE NEUGENT, DISTRICT 2
MR. CHARLES "SONNY" McCOY, DISTRICT 3
MAYOR
MAYOR PRO TEM
COMMISSIONER
COMMISSIONER
COMMISSIONER
Prepared by:
URS CORPORATION
OCTOBER 2004
KEY WEST INTERNATIONAL AIRPORT
MONROE COUNTY, FLORIDA
CONTRACT DOCUMENTS
FOR
SEAL COAT RAMPS, MARKING,
T/W A-9 REHABILITATION, AND
ENVIRONMENTAL MITIGATION
A.I.P. No. 3-12-0037-2404
U.P.I.N. Nos. PFL 0000166, PFL 0003229
PFC Application Nos. 8
URS Corporation Contract No.: 12638098.00000
Prepared for:
THE MONROE COUNTY
BOARD OF COUNTY COMMISSIONERS
Prepared by:
URS CORPORATION
OCTOBER 2004
I
ADDENDUM No. 1
October 15, 2004
to
Specifications and Other Contract Documents for
Seal Coat Ramps, Marking, TIW A-9 Rehabilitation and
Environmental Mitigation
Key West International Airport
Monroe County, Florida
A.I.P. No. 3-12-0037-2404
U.P.I.N. Nos: PFL 0000166, PFL 0003229
PFC No.8
TO ALL CONCERNED:
The following items are modifications and interpretations to the original contract documents. The
following items as provided hereinafter are now in effect and have the same force as if included
in the original documents.
Bidder shall acknowledge receipt of this addendum on the proposal form (Section C, page 1-16
and Section H, page 1-26).
Also, please sign this page of the addendum and return by fax (305) 261-4017 to confirm
your receipt.
This Addendum No. 1 consists of ~ total pages.
Company Name
Signature
Name
Title
Addendum No.1
Page 1
ADDENDUM No.1
October 15, 2004
to
Specifications and Other Contract Documents for
Seal Coat Ramps, Marking, TIW A-9 Rehabilitation and
Environmental Mitigation
Key West International Airport
Monroe County, Florida
A.I.P. No. 3-12-0037-2404
U.P.I.N. Nos: PFL 0000166, PFL 0003229
PFC NO.8
This addendum to the Contract Documents includes modifications to the following:
Modification to the Contract Documents
1) Delete construction of the new pavement section at TIW "A-9", described in Phase V (a),
Plan Sheet C-8. Contractor shall develop only asphalt marking in this phase.
2) Delete Attachment "A" Schedule of Bid Items (pages 1-17 thru 1-19) in its entirety and
replace with the revised Attachment "A" Schedule of Bid Items (pages 1-17 and 1-18).
3) Delete technical specifications sections P-151, P-152, P-156, 204, P-401, P-602, and P_
603, since these sections are affected by deletion of TIW "A-9" construction.
All items and conditions of the original contract documents shall remain unchanged.
Department Director or Designee
Date
Division Director of Designee
Date
Purchasing Supervisor (Designee)
Date
Addendum No.1
Page 2
ATTACHMENT "A"
SCHEDULE OF BID ITEMS
BIDDER NAME:
AIRPORT NAME: KEY WEST INTERNATIONAL AIRPORT
PFC APP NO.: 8 AlP NO.: 3-12-0037-2404
UPINNOS.: PFL 0000166, PFL 0003229
PROJECT DESCRIPTION: SEAL COAT RAMPS, MARKING, TIW A-9 REHABILITATION, AND ENVIRONMENTAL
MITIGATION
SPEC ESTIMATED UNIT PRICE EXTENDED
ITEM No. ITEM DESCRIPTION UNIT QUANTITY IN TOTAL
NUMBERS
Mobilization
AT
1 P-101-3.1 Dollars LS 1
AND
Cents
Maintenance of air operations area traffic
AT
2 P-102-14.1 Dollars LS 1
AND
Cents
Final marking (yellow or white with reflective
beads at 100% application rate)
3 P-620-5.1 AT SF 11,200
Dollars
AND
Cents
Outline black print (no reflective beads)
AT
4 P-620-5.2 Dollars SF 17,300
AND
Cents
Removal of existing marking
AT
5 P-620-5.3 Dollars SF 6,660
AND
Cents
Slurry Seal (Type B)
AT
6 S-001-8.1 Dollars SY 82,415
AND
Cents
1-17
Addendum No.1
Page 3
'i
BIDDER NAME:
AIRPORT NAME: KEY WEST INTERNATIONAL AIRPORT
PFC APP NO.: 8 AlP NO.: 3-12-0037-2404
UPIN NOS.: PFL 0000166, PFL 0003229
PROJECT DESCRIPTION: SEAL COAT RAMPS, MARKING, TIW A-9 REHABILITATION, AND ENVIRONMENTAL
MITIGATION
SPEC ESTIMATED UNIT PRICE EXTENDED
ITEM ITEM DESCRIPTION UNIT IN
No. QUANTITY NUMBERS TOTAL
Concrete TIe-Down Removal
AT
7 Dollars EA 72
AND
Cents
TIe-down cable removal
AT
8 Dollars LF 4,000
AND
Cents
New Concrete TIe-Down
AT
9 Dollars EA 108
AND
Cents
New t1e-down cable
AT
10 Dollars LF 3,680
AND
Cents
Environmental mitigation
AT
11 8-002-9.1 Dollars LS 1
AND
Cents
TOTAL BID ITEMS 1 THROUGH 11
1-18
Addendum No.1
Page 4
TABLE OF CONTENTS
DIVISION I................................................................................ BID DOCUMENTS
DIYISIO N II ..... .......... ................. ......... ......... ........ .............................. CONTRACT
DIVISION III .... .......... ..................................................... GENERAL PROVISIONS
DIVIS ION IV....... .......... ............ ... .... .............. ...................SPECIAL PROVISIONS
DIVISION V........................................................ TECHNICAL SPECIFICATIONS
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 ................................................................................................. 1-20
SECTION E - DRUG-FREE WORK PLACE.................................................................... 1-22
SECTION F - PRIME BIDDER'S QUALIFICATIONS ..................................................... 1-23
SECTION G - DISCLOSURE OF LOBBY ACTIVITIES .................................................. 1-25
SECTION H - ACKNOWLEDGMENT OF RECEIPT OF ADDENDUM........................... 1-26
SECTION I - DISADVANTAGED BUSINESS ENTERPRISE PROGRAM ...................1-27
SECTION J - BIDDER'S AFFIDAVIT IN COMPLIANCE WITH THE
FLORIDA TRENCH SAFETY ACT ........................................................... 1-28
SECTION K - SWORN STATF.MENT PURSUANT TO SECTION
287.133C3J(A), FLORIDA STATUTES. ON PUBLIC
ENTITY CRlM ES ......... ......... ...................... ........... ...... .............................. 1-30
SECTION L - SWORN STATEMENT UNDER ORDINANCE NO. 10-1990...................1-33
-
SECTION M - CERTIFICATION OF NONSEGREGATED FACILITIES......................... 1-34
SECTION N - FEDERAL WAGES DECISION................................................................. 1-35
SECTION 0 - CERTIFICATION REGARDING DEBARTMENT,
SUSPENSION, INELIGIBILITY, AND VOLUNTARY
EXCLUSION - 49 CFR PART 29.............................................................. 1-39
1-1
SECTION A
NOTICE OF CALLING FOR BIDS
NOTICE IS HEREBY GIVEN TO PROSPECTIVE BIDDERS that on October 2ih , 2004'at 11 :00 AM, the
Monroe County Purchasing Office will open sealed bids for the following:
Furnishing of all labor and materials and performing all work for constructing the following contract:
Seal Coat Ramos. Markina. TIW A-9 Rehabilitation
and Environmental MitiQation
Key West International Airnort
Monroe County, Florida
The major items of work for the contract will be as follows:
The purpose of this work shall consist of a mixture of emulsified asphalt, mineral aggregate and
water; properly proportioned, mixed, and spread evenly on an existing course ramps shown on
the plans. Also, under this work the contractor shall apply new pavement marking including
outline black paint along taxiway "A" and aprons. Additionally, the contractor shall develop TIW A-
9 rehabilitation consisting of demolition of the existing asphalt pavement and installatiQ!'" of a new
asphalt pavement structure. Finally, environmental mitigation shall be done consisting of filling in
existing abandoned mosquito ditches.
Specifications and Bid Documents may be requested from DemandStar by Onvia at
www.demandstar.com or www.co.monroe.fl.us. or call toll-free at ~Oo-711-1712. Technical questions
should be directed et the Engineer, URS Corporation, 7650 Corporate Center Drive, Suite 400, Miami,
Florida 33126-1220; Telephone (305) 262-7466, Fax (305) 2614017.
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 Seal Coat Ramos. Markina. TIW A-9 Rehabilitation
and Environmental Mitiaation ", 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
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All bids must be received by the County Purchasing Office before 11 :00 AM October 2ih , 2004. 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 ninety (90) 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-at!tvertise 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 c:i the County.
Dated at Key West this
day of
,2004.
Monroe County Purchasing Department
1-2
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
Coun~ 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's license is reQuired or
any certification from Florida Department of Transportation which Qualifies the bidder to
perform the work described under these Contract Documents.
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 WlI 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.
1-4
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.
1-5
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 ninety (90) days after opening of the
proposal but ro 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.
1-6
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 ninety (90) 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 fifteen (15) 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 fifteen (15) days after notice of award has been issued
by the Owner, the bond fiied 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 ra-
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
sixty (60) calendar days.
If the Contractor does not comply with the contract time, 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.
1-7
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
(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
Exclusion49 CFR Part 29 (Division I, Section 0)
O. Copy of Contractor's license for State of Florida (Division I, Section A)
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:
1-8
Purchasing Office
1100 Simonton Street
Room 2-213
Key West, Florida 33040
Seal Coat Ramps. Markina. TIW A-9 Rehabilitation
and Environmental Mitiaation
Kev 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.
1-9
18. WITHDRAWAL OF BIDS:
Bids may be withdrawn on written or telegraphic request received from bidders
prior to the time fixed for opening. Negligence Qn 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 own- risk and he cannot
secure relief on the plea of error in the bid. In case of error in the extersion 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,
1-10
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
1-11
the Florida Trench Safety Act and shall also complete and properly execute the
bidder's Affidavit in compliance with the provisions of the Rorida 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.
Depending 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 PassenQer
Facility CharQes collected by Monroe County. in part from Federal funds under
the FAA Airport Improvement Prooram (AlP). and funds from the Work Proiect
Improvement (wPIl ProQram administered by the Florida Department of
Transportation (FDOT).
31. DISADVANTAGED BUSINESS ENTERPRISES (DBE) SUBCONTRACTOR
GOALS:
There are 10% DBE subcontractor goals for the FAA funding projects on this
contract. Should any DBE 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 on 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.
1-12
33. DISADVANTAGED BUSINESS ENTERPRISE lOBE) POLICY
and OBLlGA nON:
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 reqlired by Section 120, shall be completed and
submitted with the bid proposal. This form is provided in Division I, Bid
Documents, Section M.
1-13
SECTION C
PROPOSAL
Contract
BID TO: Purchasing Office
1100 Simonton Street
Room 2-213
Key West, Florida 33040
BID FROM: ,~~/~ AtI'2.rHGtrr- ~~'7J;( ZZc.-"
/2 ?~ ~V k1,.,.~ 'ZIt) 1N,6~r"
J~.uA/I/IU.~, ~L" _~ :2,Z,~'
Submitted (Date): LJcro&&~
27 UJ",/
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
MOl)roe 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:
Seal Coat Ramps. Markina. T /W A-9 Rehabilitation
and Environmental Mitiaation
Key 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 total base bid amount will be:
$Mtd; NM/7).U/) n.,er(. t:'()u.!i ~a~ So, ~ ~LAl G' rW'.uv~
(total base bid- words)
Dollars
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 qua ntities 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 or a bid
the sum of '7W&NYr-TWIJ 77JillLtA"u rWI'J N.4A1iJ4DJ 'nh~iSl1(~ollars ($ Z z. 210. 6.!r
made payable to the Monroe County Board of Commissioners.
bond for 5/0
)
Checkmarks
./ I have included Division I which entails the proposal forms.
/' Schedule of Bid Items (Attachment "A").
",/ Bid Bond
./ The Drug-Free Workplace form.
1-15
.../ Prime Bidder's Qualifications:
/ List of major contracts in past 10 years
r List of equipment and plant available for this project
./ Copy of latest financial statement
/' Disclosure of Lobby Activities
/' Acknowledgement of Receipt of Addendum
/' Disadvantaged Business Enterprise Program
.
DBE Utilization Form "Attachment 1", Division III
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. 10-1990
/ Certification of Non-segregated Facilities
/ Federal Wage Decision
// Certification Regarding Debartment, Suspension, Ineligibility, and Voluntary
Exclusion - 49 CFR Part 29
.;s. Copy of Bidder's License for State of Florida, evidence of competency and
evidence of financial responsibility
7f Bidder's Statement on Ins urance
.k- ~iJ ~/i.. Q t.t-~ s~
(Checkmark items above as a reminder that they are included.)
Mailing Address: ~?~.... .d'~r n~J,t/l4 2)A/ .:z;;vc-
/27~ &u..cn-,'f' ~A-~ ~/~ We.-s-7"
J~AI JAe..{,1!" rt...? 2-2-:;Y
,
Phone Number:
flo-v...... .e Z(,- O/OlJ
,
Date:
/~b-:p:/
Signed:
~'-r
a~~~~)~
(Name)
Witness:
v/I' ~ -' ~L.s;n ~AJ.r-'"
(Title)
~ 4-.-LJ.a.~~
(Seal)
1-16
10/19/2004 13'05 FAX 3306693062
AMERISEALINC
......... AMERISEAL
J
ArrACHMBNT "A-
SCHEDULE OF BID ITEMS
BIDP~ NAME:
AIRPORT HAM.: KIIY wes'r INTERNA110..Al. ~RPORT
PFe APP NO.: 8 AlP NO.: a.12..0037..z404
U'IN NO$.: PFL 0000118. PPL 0003229
PROJECT DESCRIPTION: SEAl... COAT RAMPS, MARKING, TM A.g R!HA8UJTATION. AND ENVIRONMENTAL
MmGAnON
SPI!C IIS'IIIIADD UNIT PlUCI! ElTENDED
rreM No. IlEII DHCRIPT10N UNJT QUAN1m' IN fOrAL
NUMBERS
Mabilizlltion
AT /W6flT'j '//ltJU-.f AnrJ) {)"
1 P.101~.1 Dotl~ La 1 2q Q(JO' ~
2fJ,pp{)- ~
AND NO
CtI\ta
MalntenallC>> of air opw:atlons anta traMc
AT HVt 7/rtUJ'mr/D
2 P.102.14.1 0011.... LS 1 S:()1J4'~ ~ PfJt}' '!-
AND (1{p. /
c.nts
F1_ metldno bellow << white w.lh RIIKlive
beada at 100% apPIiclltion me)
3 P-I2lJ.a.1 AT ~/I/~ SF 11.20D /.,.1 /1,/3f, ~.
Dol.....
AND hFT'/-77I~e.
Centll
OutIlna black print (no IWfIIKtIve belli.)
AT PA/~ /,"~ F1,6~ .~
4 P-l2O-l..2 DoIIa1'1 SF 17.300
AND rWo
c.nt.
Removal of ulslfng mMdnt
AT ~;C/E /.~
5 P-I2O-5.S DotIBrS ~F ',MO 't (g~? "-
AND ,cIFr~&A/
c..,..
Slurry Seal (Type II)
AT -rJI1f!L~ 3'~ 280, tll'~
. 8.001"'.1 DoflilfS SY 12,4111
AND fr"o,e,ry
Cenb
1-17
Addendum No.
PaGer
IaI 04
10/19/2004 13'05 FAX 3306693062
AMERISEALINC
...... AMERISEAL
I!lIDOeR NAME:
A1RPatT NAMI!: KEY WEST IN~RNAnoNAl. A1RPOtlT
PFCAPPNO~ 8 AlP NO.: 3.12-0037-2404
UPm Nos.: PIlL 00001.8, I'fL 0003ZZt
PROJECT DESCRIPTION: SEAL COAT RAMPS, IlIARKtNO, TIW ..... R!HAaILITATlON, AND ENVIRONMENTAl
MmGAll0N
SPtoC ISTIIIATEP UNIT PRICE !XI'ENDED
rTaI ITEM DiSCRIPTION UNIT IN
No. QUANTf1"( NUIIIBQS TOTAL
Conctete TIeoIlown ReIJlClWl
AT ~W() du.~~ 2 .pO I~ ~f)-~
7 Doll.... !A 72 1Jt)..-r-
AND A/n
Cents
TI8odown cabte I1lmQV~
AT O/UC; /. f)!--. ~ ()Ot). ~
8 Doll8111 LF 4.000
AND /Vb
Co"ts
New Concrete n~
ATHu~ .MMID~0 Dollars ~ ?!a?IJ() ~31 UJO'':-
9 101
---
AND /l/u
Cents
New tie-down cable
AT "'-WO ?~ t.J~ .~
10 Dol..,. LF 3,_
AND /\(0
Cents
&nvIronmeftt81 m1Uaatlon
11 8-002-9.1 AT "7WJf,'Nry-EI4/(C ~a.r~L) LS 1 2.6. LJOtJ ~ 2l{ d~
on.l1I
, J ptPO . --
AND 1'\/1)
C8nbI
TOTAL BID 1TEM81 THROUGH 11 J 9~ 14ft. () ~
\
1-18
Addendum No. 1
Page ~
~05
THE AMERICAN INSTITUTE OF ARCHITECTS
I
AlA Document A31 0
Bid Bond
KNOW ALL MEN BY THESE PRESENTS, that we
Ameriseal Northeast Florida, Inc. (Here insert full name and address or legal title of Contractor)
1275 C.R. 210 W., Jacksonville, FL 32259
as Principal, hereinafter called the Principal, and (Here insert full name and address or legal title of Surety)
Merchants Bonding Company
2100 Fleur Drive, Des Moines, lA, 50321
a corporation duly organized under the laws of the State of Iowa
as Surety, hereinafter called the Surety, are held and firmly bound unto
Th M C ty B d f C ty C .. (Here insert full name and address or legal title of Owner)
e onroe oun oar 0 oun omnusslOners
1100 Simonton Street, Room 2-213, Key West, FL 33040
as Obligee, hereinafter called the Obligee, in the sum of ---- Five Percent of the Amount Bid-
Dollars ($ 5%- )
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
- " (Here insert full name, address and description of project)
Bid No. AlP No. 3-12-0037-2404; Seal Coat Ramps, Marking, T/W A-9 Rehabilitation and Environmental Mitigation,
Key West International Airport, Monroe County, Florida
NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and 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 fumished 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.
Signed and sealed this
27th
day of October
2004
Ameriseal Northeast Florida, Inc.
(Principal) (Seal)
~~.'" t!#h<r,., =,
Merchants Bonding Company
(Surety) (Seal)
/{ct;tU n. &fAd
Katie N. Bird (Title) Attorney-In-Fact &
Florida Licensed Resident Agent
:1i~ U:v..,-.-J
(Witness)
Inquiries: (407) 834-0022
AlA DOCUMENT A310. BID BOND. AlA <<:). FEBRUARY 1970 ED. THE AMERICAN
INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE.. NW., WASHINGTON, D.C. 20006
1
Merchants Bonding Company
(Mutual)
POWER OF ATTORNEY Bond No.
Know All Persons By These Presents, that the MERCHANTS BONDING COMPANY (MUTUAL), a corporation duly organized under
the laws of the State of Iowa, and having its principal office in the City of Des Moines, County of Polk, State of Iowa, hath made,
constituted and appointed, and does by these presents make, constitute and appoint
April L. Lively, M. Gary Francis, Jack W. Guignard, Paul 1. Ciambriello, Bryce R. Guignard,
Deidre A. Sullivan, Jennifer L. McCarta, Katie N. Bird, Margie L. Morris and/or Brett A. Ragland
of Longwood and State of Florida Its true and lawful Attomey-in-Fact, with full power
and authority hereby conferred in its name, place and stead, to sign, execute, acknowledge and deliver in its behalf as surety any
and all bonds, undertakings, recognizances or other written obligations in the nature thereof, subject to the limitation that any such
instrument shall not exceed the amount of:
TWO MILLION (52,000,000.00) DOLLARS
and to bind the MERCHANTS BONDING COMPANY (MUTUAL) thereby as fully and to the same extent as if such bond or
undertaking was signed by the duly authorized officers of the MERCHANTS BONDING COMPANY (MUTUAL), and all the acts of
said Attorney-in-Fact, pursuant to the authority herein given, are hereby ratified and confirmed.
This Power-of-Attorney is made and executed pursuant to and by authority of the following Amended Substituted and Restated By-
Laws adopted by the Board of Directors of the MERCHANTS BONDING COMPANY (MUTUAL) on November 16, 2002.
ARTICLE II, SECTION 8 - The Chairman of the Board or President or any Vice President or Secretary shall have power and
authority to appoint Attomeys-in-Fact, and to authorize them to execute on behalf of the Company, and attach the Seal of the
Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature
thereof.
ARTICLE II, SECTION 9 - The signature of any authorized officer and the Seal of the Company may be affIXed by facsimile
to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking,
recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the
same force and effect as though manually fixed.
In Witness Whereof, MERCHANTS BONDING COMPANY (MUTUAL) has caused these presents to be signed by its President and
its corporate seal to be hereto affixed, this 1st day of January, 2003.
........
.. ,,6 CO..
.. ~~~....... '4tp..
"<b~"~ \\PO ~'::"-1';..
..l;,) "'''''.;..c..
."-':;;;: ~..
:~:- -0- 0:-.
. 4~. 1933 :~:
..,,_. .c:::-.
.-~"'. ..::-t.
.,,~. 'J.~.
... ~it. .... ...~":..
.. ~ .
.......
STATE OF IOWA
COUNTY OF POLK ss.
MERCHANTS BONDING COMPANY (MUTUAL)
~~7~
President
On this 1st day of January, 2003, before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that
he is President of the MERCHANTS BONDING COMPANY (MUTUAL), the corporation desaibed in the foregoing instrument, and that the
Seal affixed to the said instrument is the Corporate Seal of the said Corporation and that the said Instrument was signed and sealed in behalf
of said Corporation by authority of its Board of Directors.
In Testimony Whereof, I have hereunto set my hand and affixed my Official Seal at the City of Des Moines, Iowa, the day and year first
above written.
!j) . MARILYN BOYD
. :\ Commission Number 10012
ow My Commission expires
November 4, 200.4
STATE OF IOWA
COUNTY OF POLK 55.
...
Atf
Notary Public, Polk County, Iowa
I, William Wamer, Jr.. Secretary of the MERCHANTS BONDING COMPANY (MUTUAL), do hereby certify that the above and foregoing
is a true and correct copy of the POWER-OF-ATTORNEY executed by said MERCHANTS BONDING COMPANY (MUTUAL), which is
still in full force and effect and has not been amended or revoked.
In Witness Whereof, I have hereunto set my hand and affixed the seal of the Company on this 27 dayof October 2094
MSC 0814 (2103)
.-.. ...
... \,,6 Co -..
. ~~""""''4t.o-.
..~..~\\PO~..f..~.
:~:,,:::! ""'.;..c.~
.....:~ -0- ~:-.:
. :z.- ......
:4: 1933 .:::
.~" ':::-t:
.. ~" ..'J.~.
._~Ii"'"'' \"\~..
-. * .
.......
~4a.~~~,
Secretary
SECTION D
BID BOND
Contract
KNOW ALL MEN BY THESE PRESENTS, that we:
as Principal, hereinafter called
the Principal, and 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:
dollars ($ ), 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:
Seal Coat Ramos. Markino. TIW A-9 Rehabilitation
and Environmental Mitioation
Kev West Intemational Airoort
Monroe County, Florida
NOW, THEREFORE, if 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 DBE 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.
1-20
Signed and sealed this
day of
,20_.
(Principal)
(Seal)
(Witness)
(Title)
(Surety)
(Seal)
(Witness)
Countersigned by:
By:
(Title)
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.
(~(V
tJ's
1~1~
c....~v
JV
1-21
SECTION E
DRUG-FREE WORKPLACE FORM
The undersigned Contractor, in accordance with Florida Statute 287.087, hereby
certifies that:
~~~~ ~nr~-r k,t).4-,"2>.#" .:z;-,.....~
(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 that this firm complies fully with
the above requirements.
~
Date: rY:2.~~
1-22
.
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,er~rru~oA, IN-L
.
2.
Business Address: 1z..7~M eIO~.
J~~.dy',Uft. frL &.~z.S?
-
3. Telephone Number: ?IJ~.... B"Z-t6,o/4?/
4.
When Organized:
~~,?7~ //.J /PB?,
5. Where Incorporated: h,,e /Q~
6. How many years have you ~n engaged in the contracting business under the
present firm name? /;{;)
7. What is the type of construction work in which you are principally engaged?
~""-g/~ ~,;t/,c/72fVI/A-N~~ C ?~&,n~Nr 4'1;t?~/,v~
- ,
8. On separate sheet list major contracts in past 10 years.
9. On separate sheet list equipment and plant available for this project.
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.)
1-23
By:
/o/-z~~
/
~h~~/..1'~ 41f!r#6kr-~~/'o/?, ..z.-,.vc:..--
_~~9~-:'=
~.~ &4'7/";.0:. 0C.4-A6Lt"
Date:
Firm Name:
Title:
Notary Public: /~d.,-~..., <d....:>
NOT!?t!}RLEY ANN DAVIS
~, PUBLIC. STATe OF FLORlOA
COMMISSION" OD115065
EXPIRES 05lO6l2OO6
BONDED THRU 1-888-NOTARVl
.\,.
1-24
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 10 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:
resentative
Dated: LtJ?~"/
/
1-25
SECTION H
ACKNOWLEDGMENT OF RECEIPT OF ADDENDUM
Addendum Signature Date
No.
~L _ P'.-. ~~ /1)/ /:;/ (f)or/
v~/A . ~
I / ~
.'
-
1-26
~J rn AMr.J<l::ir.AL
e
*
. __..-~_.I (8)
......... .- -~ --
NORTHEAST FLORIDA
Post Office Box 4492- St. Augustine, Florida 32085. (904) 826-0101
FAX TRANSMITrAL SHEET
fAX NO. 9048105999
/---,
(
P, 01
November 19.2004
Mr. Andres Gutierrez
URS Corp.
7650 Corporate Center Drive
Suite 400
Miami, FL 33126-7466
FAX 305-2614017
BE: DBE Utilizatio.
Dear Mr. Gutierrez:
This letter is to address why the DBE goal was DOt met for the Key West Apron Project.
The application of the thermoplastic coal tar emulsion is very specific in nature and requires special
equipment. There are no DBB Certified contractors that do this type of work. As a matter of tact,
there will be only one (1) subcontractor on this project and be is a certi1ied DDE COntractor (see
enclosed). The remainder of the projea will be done with our own crews and we priced the project
accordingly.
We hope that this letter will help resolve this matter. We look forward to working witb you and
bringing this project to a successful conclusion. .
Sincerely.
~~~-
G. M. artin n. .
Vice-President
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SECTION I
DISADVANTAGED BUSINESS ENTERPRISE PROGRAM
Contract
(As Required by Division III, Section 150 of the General Provisions)
DBE Subcontractors
Names/ Addresseslldentitv*
Dollar Value of
Subcontract Work
Subcontract Work Item
DIuE' /0 ~ ~D(!J~...2..4. /V~ ~JC 77H:T WI)A!.~ /Vd aAL
/fl,e~ 4v#/~~ n 2;).0 .,-#~ r Vr/1JAttA:
Total Dollar Value of Subcontract Work
Total Dollar Value of Basic Bid
Total DBE Percent (Round to nearest 1/10 percent)
$
$
0-
o
o
%
*(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 Intene, shown on
Division III - Section 150-07 -Other Contract Provision-.
1-27
SECTION J
BIDDER'S AFFIDAVrr 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 appeare~ // fi _ _
~41- (,.-Her/A) 7'
who, being duly sworn, deposes and says as follows:
That he is the duly authorized representative of ~~~ ~~~;<Nr
;:;U;/ttIt>,tIJ L...Jc.-
(Name of Bidder)
being its Vlc..~ - 'P#l#.s i7:>5A/.,--
(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:
a~.d~r- ~~;VdeY e ~d:Y/",J ~
h6~/_~ ~;(i!77rEA"'rr h",tZ-~~. ~
/'L~? t!"u--,,)TY ,e:,~1> 2/0 W#r/
J~I/Il.-c,~ . ,t::~ 31..2.. sr9
- .
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 slbsequent 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
1-28
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 /
B d/4
C
D
TOTAL: $
Signature of Authorized Representative:
~~~
Wce- ~~~'--q~
Title
7~
STATE OF FLORIDA
COUNTY OF: .de. ~d J
- {I
The foregoing instrument was acknowledged before me this ~ay of ,.a~^-
. 20#. by ~ . M . ~~I;" -Tr
(Sole, Corporation or Partnership) /7 b
who is personally known to me or who has produced v__~ ~
as identification and who did/did not take an oath. '
,a~~
(Signature of ry Public. State of Florida at Large)
_ 5t~; ~y All 2;JoVd
(Prit1t name fA Notary Public)
My Commission Expir~s t)*~/~~
NOT~.w~~'~~~~A
COMMISSION "~115065
EXPIRES 05lll6l2OO6
BONDEOTHRU1~~OTARY1
1-29
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 sworn statement is submitted with Bid, Proposal or Contract No.
4.r:pd".' 3'/'2"/JO~7., Zt/Oc/ .
for ~t ~sr- r-PTE,eA/~r/ON~ ~/rl~;t:.r.
~
2. This sworn stat~ment is submitted by a / ~~~.AJ;:r- ~ IL,
/l'A1~ ."v,~~ ~~ ~ .(name of entity submitting sw6iTI statement)
whose business address is /Z7S U ~/O ~ J~Y;aE,. PL 3z...2.~
.>9, z913 "'~S:;"A ~ ~
and (if applicable) its Federal Employer Idemification Number (FEIN) is:
.PI,.. tl.9 tB 2.. a,s-G,
(If the entity has no FEIN, include the Social Security Number of the individual
signing this sworn statement: .)
3.
My name is
my
a. ~ ~,er;...J ~
-
(please print name of individual signing)
and
relationship to the entity named above is J//u ' ~.s ,."2>~ ~.
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 Paragrc,ph
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.
1-30
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 pub Iic 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 B
true in relation to the entity submitting this sworn statement. (Indicate which
statement applies.)
Y 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
1-31
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:
~~
'- ~
v:~ - ~~ P~4/r-
Title
/rz~if
Oat /
STATE OF FLORIDA
COUNTY OF: ~ U~
The foregoing instrument was acknowledged before me this ..:2.S"-/1, day of ~
204, by G: AI. a~~.? 7C"
(Sole, Corporation or Partnership),?
who is personally known to me or who has produced ~..~ g-,,<-
as identification and who did/did not take an oath. . /
a-LJ~
My CommisRior. Expires
t1l~~~
SHIRLEY ANN DAVIS
II/OT A1tY PUBlIC . STATE OF I'LORlDA
CO~ION tI 00115065
EXPIRES 05.'06I2006
BOIl/OED THRU 1-88&-NOTA1tY1
1-32
SECTION L
SWORN STATEMENT UNDER ORDINANCE NO. 10-1990
MONROE COUNTY, FLORIDA
ETHICS CLAUSE
C4 ~~ -n-- warrants that helit 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, percertage, gift or consideration paid to
the former County officer or employee.
~d~
Date: /r~~
,.
STATE OF: ?k~
COUNTY OF: ~. ~f ~~~ ./
PERSONALLY APPEAR 0 BEFORE ME the undersigned authority:
~
who, after first being sworn by me, affixed hislher signature (name of indiVidua/ning)
in the space provided above on this 02.5-~ day of ~~.L.. , 20 tJ .
_ . L2~~;,
ary Public, State of Florida at Large}
--Pov/~
tJS-~~~dJ~
/ ,
My Commission Expires
SHIRLEY ANN DAVIS
NOTARY PUBlIC. STATE OF FLORIDA
COMMISSION # 00115065
EXPIRES 05lO6l2OO6
BONDED THRU 1.$8-NOTARY1
1-33
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 performtt,eir 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 subcortractors 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.
~~-
i re f Contractor
v{~ ... ;:>~S- ,.)>4C'v r
Title
~34
SECTION N
FEDERAL WAGE DECISION
Use the JaBst publication or the attached publication dated 03/02/2001 (for Highway) if
that is the latest list issued for Monroe County.
1-35
GENERAL DECISION PL010035 03/02/2001 PL35
Date: March 2, 2001
General Decision Number PL010035
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 structures in rest
area projects; railroad construction; bascule, suspension and sprandrel arch
bridges designed for commercial navigation; bridges involving marine
construction; other major bridges) .
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
1-36
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 preRcribed 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
1-37
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 FLOI0035
1-38
SECTION 0
CERTIFICATION REGARDING DEBARTMENT, SUSPENSION,
INELIGIBILITY, AND VOLUNTARY EXCLUSION - 49 CFR PART 29
(Version 1. 5190)
The bidder/offerer certifi~s, 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.
~~
~~.
Title
1-39
CONTRACT
DIVISION II
CONTRACT
SECTION A - PUBLIC CONSTRUCTION BOND ..............................................................11-2
SECTION B - CERTIFICATE OF OWNER'S ATTORNEY (N/A) ...................................... 11-4
SECTION C - ACKNOWLEDGMENT FOR CHANGE ORDERS...................................... 11-5
SECTION D - CONTRA.CT ........................................................... ........ ............................... 11-6
11-1
GUIGNARD COMPANY
SURETY BONDS
January 13,2005
The Monroe County Board of County Commissioners
1100 Simonton Street
Key West, FL 33040
Re: Authority to Date Bonds and Powers of Attorney
Principal: Ameriseal Northeast Florida, Inc.
Bond No.: FLC8718
Project: Seal Coat Ramps, Marking, T/W A-9 Rehabilitation
and Environmental Mitigation, Key West International
Airport, Monroe County, Florida
Dear Sir or Madam:
Please be advised that as Surety on the above referenced bond, executed on
your behalf for this project, we hereby authorize you to date the bonds and
the powers of attorney concurrent with the date of the contract agreement.
Once dated, please send a copy of the dated bonds to our office.
Best regards,
Merchants Bonding Company
J{tdU n./Jue{
Katie N Bird
Attorney In Fact and Florida Licensed Agent
1904 BOOTHE CIRCLE · LONGWOOD, FL 32750
PH (407) 834-0022 / (888) 220-3780 · FAX (407) 260-1767 / (888) 220-3228 · www.guignardcompany.com
BOND NO.: FLC8718
Executed in L Counterparts
SECTION A
PUBLIC CONSTRUCTION BOND
By this Bond, We Ameriseal Northeast Florida. Inc. , as Principal, whose
principal business address is 1275 C.R. 210 W.. Jacksonville. FL 32259. (904) 826-0101, as
corporation, and Merchants Bondina Company. 2100 Fleur Drive. Des Moines. IA 50321
(800) 678-8171, a corporation, as Surety, are bound to Monroe County. 1100 Simonton Street.
Key West. FL33040. (305) 292-4441 hereinafter called County, in
the sum of U.S. Dollars $444.612.00 (Minimum 100% of total bid amount) for
payment which we bind ourselves, our heirs, personal representatives, successors, and
assigns, jointly and severally.
THE CONDITION OF THIS BOND is that if Principal:
1. Performs the contract dated , 20 between Principal
and County for construction of Seal Coat Ramps. Markina. T/W A-9 Rehabilitation and
Environmental Mitiaation, 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 Principal with labor, materials, or supplies, used directly or indirectly
by Principal in the prosecution of the work provided for in the Contract, which is made a
part of this bond by reference, and in the times and in the manner prescribed 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 Statutes. 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 County
before the commencement of the work subject of this Bond.
Date on
20
Project Address:
Key West International Airport
Monroe County, Florida
11-2
PRINCIPAL: Ameriseal Northeast Florida. Inc.
Address:
1275 c.R. 210 W.
Jacksonville. FL 32259
BY~~~'
SURETY: Merchants Bondine Company
Address:
2100 Fleur Drive
Des Moines. IA 50321
By: ~jzi 17 &tel
Katie N. Bird
Attorney In Fact & Florida
Licensed Resident Agent
Inquiries: (407) 834-0022
Claims against this Bond are subject to the notice and time provisions set forth in
Section 255.05, Florida Statutes.
11-3
Merchants Bonding Company
(Mutual)
POWER OF ATTORNEY Bond No. FLC8718
Know All Persons By These Presents, that the MERCHANTS BONDING COMPANY (MUTUAL), a corporation duly organized under
the laws of the State of Iowa, and having its principal office in the City of Des Moines, County of Polk, State of Iowa, hath made,
constituted and appointed, and does by these presents make, constitute and appoint
April L. Lively, M. Gary Francis, Jack W. Guignard, Paul 1. Ciambriello, Bryce R. Guignard,
Deidre A. Sullivan, Jennifer L. McCarta, Katie N. Bird, Margie L. Morris and/or Brett A. Ragland
of Longwood and State of Florida its true and lawful Attorney-in-Fact, with full power
and authority hereby conferred in its name, place and stead, to sign, execute, acknowledge and deliver in its behalf as surety any
and all bonds, undertakings, recognizances or other written obligations in the nature thereof, subject to the limitation that any such
instrument shall not exceed the amount of:
TWO MILLION ($2,000,000.00) DOLLARS
and to bind the MERCHANTS BONDING COMPANY (MUTUAL) thereby as fully and to the same extent as if such bond or
undertaking was signed by the duly authorized officers of the MERCHANTS BONDING COMPANY (MUTUAL), and all the acts of
said Attorney-in-Fact, pursuant to the authority herein given, are hereby ratified and confirmed.
This Power-of-Attorney is made and executed pursuant to and by authority of the following Amended Substituted and Restated By-
Laws adopted by the Board of Directors of the MERCHANTS BONDING COMPANY (MUTUAL) on November 16, 2002.
ARTICLE II, SECTION 8 - The Chairman of the Board or President or any Vice President or Secretary shall have power and
authority to appoint Attorneys-in-Fact, and to authorize them to execute on behalf of the Company, and attach the Seal of the
Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature
th ereot.
ARTICLE II, SECTION 9 - The signature of any authorized officer and the Seal of the Company may be affixed by facsimile
to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking,
recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the
same force and effect as though manually fixed.
In Witness Whereof, MERCHANTS BONDING COMPANY (MUTUAL) has caused these presents to be signed by its President and
its corporate seal to be hereto affixed, this 1st day of January, 2003.
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STATE OF IOWA
COUNTY OF POLK ss.
MERCHANTS BONDING COMPANY (MUTUAL)
~~7~
President
On this 1st day of January, 2003, before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that
he is President of the MERCHANTS BONDING COMPANY (MUTUAL), the corporation described in the foregoing instrument, and that the
Seal affixed to the said instrument is the Corporate Seal of the said Corporation and that the said instrument was signed and sealed in behalf
of said Corporation by authority of its Board of Directors.
In Testimony Whereof, I have hereunto set my hand and affixed my Official Seal at the City of Des Moines, Iowa, the day and year first
above written.
ri.. MARILYN BOYD
~ f Commission Number 10012
o ~ My Commission Expires
w November 4, 2004
STATE OF IOWA
COUNTY OF POLK ss.
....
. ~
Notary Public, Polk County, Iowa
I, William Warner, Jr., Secretary of the MERCHANTS BONDING COMPANY (MUTUAL), do hereby certify that the above and foregoing
is a true and correct copy of the POWER-OF-ATTORNEY executed by said MERCHANTS BONDING COMPANY (MUTUAL), which is
still in full force and effect and has not been amended or revoked.
in Witness Whereof, I have hereunto set my hand and affixed the seal of the Company on this
MSC 0814 (2/03)
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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: Seal Coat Ramps. Markina. TIW A-9 Rehabilitation
and Environmental Mitiaation
Key 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 Bid Law:
1 . Unusual and difficult circumstances which arose duing 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.
.~~/kL- ~Alfff~ ,6~;?;~.f~
Contractor
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11-5
SECTION D
CONTRACT TO
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~ TIdfs At;R~ME~ ~and 9"tered into the J~ day of f},m' I ';000;-
.- byand betwee'1~ Ih~ h"J2-I()~, zPc.. Contractor,
and the Monroe County Board of Commissioners, Key West, Florida, Owner.
Seal Coat Ramps, Marking, T/W A-9 Rehabilitation
and Environmental Mitigation
Key West International Airport
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:
Seal Coat Ramps. Markina. TIW A-9 Rehabilitation
and Environmental Mitiaation
Kev 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 sixty (60) 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:
Approximately /ita.!.. ~7:l;er.:.~ H,ery-~t=d /~.u""/t,';) $,,)(' #U~2)~~.iF/...E)ollars
($ 44Lj (P /t. .,;: ) in accordance with lump sum and unit prices set forth in the
proposElI.
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
11-6
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
retained by the Owner until all work has been performed strictly in accordance
with this agreemer:tt.
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 agreemert 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 sha" 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 everd
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 sLreties 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 1
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.
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IN WITNESS WHEREOF the parties hereto have executed this agreement oll;~~Y"'~".'
and date first above written in two (2) counterparts, each of which shall, Witho~J5~~i~'U'> \:~' . ~
accounting for the other counterpart, be deemed an original contract. . [,:'5 \ (:~~~ ...~~ .~\
~~dr~ H:';a/~ Qc- ""Ie... 0;, '\ . "~J~':'l,J
~(contr actor) .... '5 (Monroe Coun~B ard Of)J;mi .... <.'. '.' . _.~:;..:~':~~ 7
/7.-/ _ /1.. / · ~ ;""",' '/(r'.J.(}.)J.~;Jf(
By: ~fr ~~ 27 By:,,(."~ 'U . ' -..-.,-
,
Title: \I? Title: M tt,iI Or'"
j,I; c e- -President* J.---l9
APP. OVED A
n..7
BY
DATE
WITNESS: ~,~
WITNESS:~~X~
~
STATE OF FLORIDA
COUNTY OF A.~
-_/~~~
. . . Notary Public
I, the undersigned authority, a N~;,a!y Public in and for said County and State hereby
certify that G, At. ~ h whose name as ~,a , of _ Is
signed to the foregoing instrument and who is known to me, acknowledged before me
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 seallhis,,2'!,t,( day of ?.du,.-~ . 20<6.
NOrlltJ~~tiT~~Xb~DA
COMMISSION" 00115065
EXPlRES05/06I2OO6
IlQItDEDTHRU 1-...orARY1
*'Who is authorized by the corporation to execute this contract.
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11-8
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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 QUAUTY CONTROL PROGRAM .................................111-59
SECTION 110 - METHOD OF ESTIMATING PERCENTAGE OF MATERIALS
WITHIN SPECIFICATION LIMITS (PWL).................................................III-68
SECTION 120 - CONSTRUCTION CONTRACT CLAUSES AIRPORT
IMPROVEMENT PROGRAM ......................................... ...... ...... ...............111-74
SECTION 130 - SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION....... 111-100
SECTION 140 - GENERAL INSURANCE REQUIREMENTS FOR
CONTRACTORS AND SUBCONTRACTORS.......................................1II-101
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 GUARANTYl. 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 ITEMt. 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 representatve 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 tie 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 pertinert 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 hislher 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 hisfher 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.
1 0-45 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.
1 0-47 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, material~, 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 man made 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 hislher 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 ti me 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 H evidence of competency" and "evidence of financial
responsibility" to the owner at the time of the bid openino .
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'tlone and materials to be furnished under these specifications
is given in the proposal. It is the result of careful calculatiors 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 exacUy 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 rmterials
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
inva Iidating 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 ctBracter, 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. l 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 teen 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 hislher 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, hislher 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 hislher 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 l1e 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. U~less 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 ax:ordance 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 OONDS 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.
m..14
40-03 OMITTED ITEMS. The Engineer may, in the owner's best interest, omit from
the work any contract item, except major contract items. Major contract items may be
omitted by a supplemental agreement. Such omission of contract items shall not
invalidate any other contract provision or requirement.
Should a contract item be omitted or otherwise ordered to be non performed, the
Contractor shall be paid for all work performed toward completion of such item prior to
the date of the order to omit such item. Payment for work performed shall be in
accordance with the subsection 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 sp~cified in the order, and shall contain arty 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 gereral 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 provide marking, lighting, and other acceptable means of
111-15
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
dir~ctly, 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 tiUed 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.
111-16
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 G., 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 line~, grades,
grading sections, cross sections, dimensions, material requirements, and testing
requirements that are specified (including specified tolerances) in the contract, plans or
specifications.
If the Engineer finds the materials furnished, work performed, or the finished product not
within reasonably close conformity with the plans and specifications but that the portion
of the work affected will, in his/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 tes1s 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 engineering 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 hislher 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 CONSTRUCTIOtf", LAYOUT AND STAKES. The Engtneer 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 hislher 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 AUTO MATI CALL V 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 hislher
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.
50-10 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
1I~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 his/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
1U-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
GUARANTE E 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 Eng.ineer.
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 observation of the conditions if shown on the drawings or attached b 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 FAAAC 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 wo rk. 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. I-bwever, 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 hislher 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 eject 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 rranufacturer'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 shal 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
1n-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 nece'ssary 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
m.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 fapilitate 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 reqLirement 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
hislher health or safety.
70-07 PUBLIC CONVENIENCE AND SAFETY. The Contractor shall control hislher
operations and those of his/her subcontractors and all suppliers, to assure the least
inconvenience to the traveling public. Under all circumstances, safety shall be the most
important consideration.
The Contractor shall maintain the free and unobstructed movement of aircraft and
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 compJiance 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 hislher 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 act, omission, neglect,
or misconduct in hislher 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 'Nithheld 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.
m.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 non execution of
the work. The Contractor shall rebuild, repair, restore, and make good all injuries a
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 property 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 indicat~ 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 hislher responsibility
to protect such existing features from damage or unscheduled interruption of service.
It is further understood and agreed that the Contractor shall, upon execution of the
contract, notify the owners of all utility services or other facilities of his/h~r 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 hislher 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
T
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 hislher 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
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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
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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 he 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
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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.
m..41
g. Drilling, grinding and sand blasting apparatus shall be equipped with
water, chemical, or vacuum dust controlling systems.
h. Applications of chemicals flnd 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 to perform extra work,
such shall be covered by an appropriate contract modification (change order or
supplemental agreement) as provided in the subsection titled EXTRA WORK of Section
40 and the subsection titled PAYMENT FOR EXTRA WORK AND FORCE ACCOUNT
WORK of Section 90. If appropriate, the contract modification shall include an
extension of contract time in accordance with the subsection titled DETERMINATION
AND EXTENSION OF CONTRACT TIME of Section 80.
70-22 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 maintain such required insurance in force during the life of this Contract, and no
111-42
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 rondition 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
1I~3
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 shal 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 hislher 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.
111-44
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 AI R
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 b 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.
111-45
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 with 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
1I~6
deterioration of the work performed and provide for normal drainage of the work. The
Contractor shall erect temporary structures whe re 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 knoWl 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 hislher 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 cortract 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
111-47
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 noti ce
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 sl:lms
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 within1he 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 notice 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 l1e 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
oth-erwise 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 hislher surety of its
obligation for and concerning any just claim arising out of the work performed.0
END OF SECTION 80
III-SO
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"!or 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 shal 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 a 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
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shall be loaded to at least their water level capacity, and all loads shall be leveled when
the vehicles arrive at the point of delivery.
When requested by the Contractor and approved by the Engineer in writing, material
specified to be measured by the cubic yard (cubic meter) may be weighed, and such
weights will be converted to cubic yards (cubic meters) for payment purposes. Factors
for conversion from weight measurement to volume measurement will be determined by
the Engineer and shall be agreed to by the Contractor before such method of
measurement of pay quantities is used.
Bituminous materials viii 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 ence, wire, plates, rolled
shapes, pipe conduit, etc., and these items are identified by gage, unit weight, section
dimensions, etc., such identification will be considered to be nominal weights or
dimensions. Unless more stringently controlled by toleral"Ces in cited specifications,
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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.
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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 hislher
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 EXTRA AND FORCE ACCOUNT WORK. Extra work,
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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 security tax.
Statements shall be accompanied and supported by a receipted invoice for all materials
used and transportation charges. However, if materials used on the force account work
are not specifically purchased for such work but are taken from the Contractor's stock,
then in lieu of the invoices the Contractor shall furnish an affidavit certifying that such
materials were taken from his/her stock, that the quantity claimed was actually used,
and that the price and transportation claimed represent the actual cost to the
Contractor.
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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 Ergineer 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.
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B. The Contractor has furnished the E~ineer with acceptable evidence of
the quantity and quality of such stored or stockpiled materials.
C. The Contractor has furnished the Engineer with sati~factory 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 contra,9t, 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 Gontractorshall 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.
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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
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SECTION 100
CONTRACTOR QUALITY CONTROL PROGRAM
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
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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 effe~ive 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
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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 N ICET.
6) Highway construction technician certified at Level III by NICET.
7) A NlcET 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
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notified of a problem.
B. Quality Control Technicians. A sufficient number of quality control
technicians necessary to adequately implement the Quality Control
Program shall be provided. These personnel shall be either engineers,
engineering technicians, or experienced craftsman with qualifications in
the appropriate field equivalent to NICET Level II or higher construction
materials technician or highway construction technician and shall have a
minimum of 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 req uired 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
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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.
B. 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 ens ure 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.
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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
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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
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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 sgned 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 mntrol (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 individLBI 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 hislher 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 Program or the contract provisions, or where
111-66
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 DMde 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 followilg formula:
X = (x1 + x2 + x3 + . . .xn) / n
Where:
X = Average of all sublot values within a lot
x1, x2 = Individual sublot values
1I~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
PWL Determination for Mat Density.
A
111-69
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 = SQRT[ ( (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 = SQRT[ (1.82 + 0.16 + 1.82 + 0.16) /3]
Sn = 1.15
4) Calculate the Lower Quality Index QL for the lot. (L=96.3)
QL = (X -L) / Sn
QL = (97.95 - 96.30) /1.15
QL = 1.4384
5) Determine PWL by entering Table 1 with QL= 1.44 and n= 4.
PWL = 98
B. PWL Determination for Air Voids.
1) Air Voids of four random samples taken from Lot A.
A-1 5.00
A-2 3.74
A-3 2.30
A-4 3.25
2) Calculate the average air voids for the lot.
111-70
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
QL = (3.57 - 2.00) /1.12
QL = 1.3992
5) Determine PL by entering Table 1 with QL = 1.40 and n = 4.
PL = 97
6) Calculate the Upper Quality Index QU for the lot. (U= 5.0)
QU = (U - X) / Sn
QU = (5.00 - 3.57) /1.12
QU = 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
IIH1
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 1.4716
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 1.1100 1.1173 1.1191 1. 1199 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.,200 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 -1.1184 -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 v"eek, 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
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.
(2) (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 OMS control number 1215-0140.)
1U..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 dassification 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 contracti ng
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 fringe 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 required 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 eqLivalents thereof of the types described in section
1 (b)(2)(B) of the Davis-Bacon Act), daily and weekly number
of hours worked, deductions made and actual wages paid.
Whenever the Secretary of Labor has found under 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 incLrred 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
Management and Budget under OMB control number 1215-
0140 and 1215-0017.) ,
(2)
(I)
The Contract~r 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 stBlI 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 tie 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 performed, as specified in
IU-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 a 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
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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.
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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 trairees 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 dause requiring the subcontractors
to include these clauses in any lower tier subcontracts. The prime
contractor shall be responsible for the compliance by anyosubcontractor or lower tier subcontractor with all the Contract
clauses in 29 CFR 5.5.
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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) ofthe 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 maki ng 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
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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, sLCh 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 surroundings 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 Eaual Emplo vment 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) Black (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 $10,000 (Ten Thousand Dollars)
the provisions of these Specifications and the notice which contains the
applicable goals for minority and female participation and which is set forth
in the solicitations from which this Contract resulted.
3. If the Contractor is participating (pursuant to 41 CFR 60-4.5) in a
Hometown Plan approved by the U.S. Department of Labor in the covered
area either individually or through an association, its affirmative action
obligations on all work in the plan area (including goals and timetables)
shall be in accordance with that plan for those trades which have unions
participating in the Plan. Contractors must be able to demon~trate their
participation in and compliance with the provision$ 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 to ward 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 7 a 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 collecti ve 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
1I~85
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 availability of employment
opportunities. Trainees must be trained pursuant to training programs
approved by the U.S. Department of Labor.
7. The Contractor shall take specific affirmative actions to ensure EEO. The
evaluation of the Contractor's compliance with these Specifications shall
be based upon its effort to achieve maximum results from its actions. The
Contracto r 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 on site 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 mirority 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
lU..86
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 oll-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 witten 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 to 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 mino rity 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 (7 a
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 obligations under 7 a through p of these Specifications provided that the
111-88
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 haw
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 shall not be required to
maintain separate records.
15. Nothing herein provided shall be construed as a limitation upon the
application of other laws which establish different standards of compliance
or upon the application of requirements for the hiring of local or other area
residents (e.g., those under the Public Works Employment Act of 1977
and the Community Development Block Grant Program).
B. Contractor Contractual Reaulrements. 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 Fede..ral 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 race,
111--90
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 F M 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 F M, 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 F M 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
induding 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 sl..l;h 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 Employment Opportunity Clause. During the performarce 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 insLre that applicants are
employed and that employees are treated during employment without
regard to their race, color, religion, sex, or national origin. Such action
111-91
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 E>ecutive 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 Sectionn
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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; provided, 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 ReQuireRlent 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:
Timetables
Goals for minority
participation for
each trade 30.4 %
Goals for Female
participation in
each trade 6.9 %
These goals are applicable to all the Contractor's construction work
(whether or not it is Federal or Federally assisted) performed in the
covered area. 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 and female employment
and training must be substartially 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
9Ontractor 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, teleptDne 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 Key West. Monroe County, State of Florida.
F. Required 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 EE0-1 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, EE0-1). 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:
111-94
a. Nonexempt Contractors/subcontractors are not exempt based on
41 CFR60-1.5,and
b. Number of Employees. Has fifty (50) or more employees,
c. Contractor/Subcontractor. Is a prime contractor 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 Nonsegregated Facilities.
1. Notice to Prospective Federally Assisted Construction Contractors.
a. Certification of Nonsegregated FaciUties 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 CDnstruction 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.
111-95
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 directivtls 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. 3-12-0037-2404 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
111-96
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 certain 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 representative thereof, or to
any rights granted to the FAA or any representative thereof, or the United
States, by the Contract, makes the United States a party to this Contract.
2. 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. T.o 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 ant 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, nOIr
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 $100,000/$500,000/$100,000
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,OOO/person; $300,OOO/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,OOO/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, NOlrOwned and hired vehicles
Required Limits:
VLI $ 50,OOO/person; $100,OOO/occurrence
$ 25,000 property damage or
$100,000 combined single limit
VL2 $100,OOO/person; $300,OOO/occUTence
$ 50,000 property damage or
$300,000 combined single limit
VL3 $ 500,OOO/person; $1 ,000 , 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 $SOO,OOO/occurrence
PR03 $1,OOO,000/occurrence
POl1 Pollution Liability $500,OOO/occurrence
POL2 $1,OOO,OOO/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 ($100,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,OOO Agg.
AE02 $500,OOO/occurrence/$1,OOO,OOO Agg.
AE03 $1,OOO,OOO/occurrence/$3,OOO,OOO Agg.
111-104
INSURANCE AGENT'S STATEMENT
I have reviewed the above requirements with the bidder named below. The following
deductibles apply to the corresponding policy:
POLICY
DEDUCTIBLES
Liability policies are:
~ Occurrence
D Claims Made
~/? tJ. ~we-L6 eJ, d,
Insurance Agency
~~
Signatu
BIDDER'S STATEMENT
I understand the insurance that will be mandatory if awarded the contract and will
comply in full with all the requirements.
~/~ ~~ ~~/e~.:z;;:c-
B ctder
~
Signat r . .
111-105
WORKERS' COMPENSATION
INSURANCE REQUIREMENTS
FOR
CONTRACT
BETWEEN
MONROE COUNTY, FLORIDA
AND
Prior to the commencement of work governed by this contract, the Contractor shall obtain
Workers' Compensation Insurance with limits sufficient to respond to the applicable state's
statutes.
In addition, the Contractor shall obtain Employers' Liability Insurance with limits of not less than:
$1,000,000 Bodily Injury by Accident
$1,000,000 Bodily Injury by Disease, policy limits
$1,000,000 Bodily Injury by Disease, each employee
Coverage shall be maintained throughout the entire term of the contract.
Coverage shall be provided by a company or companies authorized to transact business in the
state of Florida and the company or companies must maintain a minimum rating of AV1 as
assigned by the A.M. Best Company.
If the Contractor has been approved by the Rorida Department of Labor as an authorized self-
insurer, the County shall recognize and honor the Contractor's status. The Contractor mayl be
required to submit a Letter of Authorization issued by the Department of Labor and a Certificate
of Insurance providing details on the Contractor's Excess Insurance Program.
If the Contractor participates in a self-insurance fund, a Certificate of Insurance will be required.
In addition, the Contractor may be required to submit updated financial statements from the fund
upon request from the County.
111-106
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 aigin, 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 Pavru~nt
We will include the following clause in each DOT -assisted prime contract:
The prime contractor ag rees 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 wthin 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 nOIrDBE 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 nonconstruction 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 no ndiscrimination 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 make 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.
% DBE
The bidder/offeror (if unable to meet the DBE goal of %) is
commited to a minimum of % DBE utilization on this contract and submits
documentation demonstrating good faith efforts.
Name of bidder/offeror's firm:
State Registration No.
By
Signature
Title
111-114
ATTACHMENT 2
LETTER OF INTENT
Name of bidder/offeror's firm:
Address:
City:
State:
Zip:
Name of DBE 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-25
SP-4 - PROTECTION OF AIRPORT CABLES, CONTROLS, NAVAlDS
AND WEATHER BUREAU FACILITIES .................................................................IV-26
SP-5 - RESIDENT PRQJECT REPRESENTATIVE ...........................................................IV-28
SP-6 - SAFETY AND SECURITY REQUIREMENTS.........................................................IV-29
SP-7 - LIST OF DRAWINGS ...............................................................................................IV-34
SP-8 - RESIDENT ENGINEER'S (RPR) OFFICE (N/A) .....................................................IV-35
SP-9 - TEMPORARY FACILITIES .................................. ..................... ................ ...............IV-36
SP-10 - DEWATERING...... ....... ........ ................... ............ ............ ........... ...... .......... ...............IV-41
SP-11 - PRECEDENCE OF DOCUMENTS ..........................................................................IV-42
SP-12 - FINAL PAY REQUESTS AND RELATED FORMS................................................IV-43
SP-13 - SOIL BORING REPORT AND LABORATORY TESTING .....................................IV-48
SP-14 - ENVIRONMENTAL MITIGATION SPECIAL CONDITIONS ...................................IV-57
1V-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 Flaaler Avenue and South Roosevelt Boulevard.
Florida. on US Hiahwav No.1.
2. SCOPE OF WORK. The purpose of this work shall consist of a mixture of
emulsified asphalt, mineral aggregate and water; properly proportioned, mixed,
and spread evenly on an existing course ramps shown on the plans. Also, under
this work the contractor shall apply new pavement marking including outline
black paint along taxiway "A" and aprons. Additionally, the contractor shall
develop T IW A9 rehabilitation consisting of demolition of the existing asphalt
pavement and installation of a new asphalt pavement structure. Finally,
environmental mitigation shall be done consisting of filling in existing abandoned
mosquito ditches.
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 sixty (60) 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 sha II 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.
All conflicts discovered between existing underground utilities or structures and
new structures and other foundation work shall be immediately brought to the
1V-2
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 duri ng 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 veHcles 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 TIW' 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 runwa y
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 existino conditions and the Contract Documents. he shall
within fifteen (15) calendar days prior to Bid Openino. notify the Enoineer in
writino. Submission of Bid by the Contractor shall be held as an acceptance of
the existing conditions by the Contractor.
1V-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 companies 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 fllll 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.
1V-4
B. Weekly Coordination and Progress Meetings: The Engineer or RPR
will hold weekly general project coordination and progress meetings at
regularly scheduled times conve nient 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 fun-time Ftoject 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.
1V-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
1V-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 criti cal
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
N-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 e>Gsting pave ment 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 re 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.
1V-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 fo~ight (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 shal 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 Pubic 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
1V-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.
B. The Contractor shall be responsible for clealrup 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 pa}fTlent.
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.
B. Clean and perform maintenance on installed work as frequently as
necessary through the remainder of the construction period. Adjust and
lubricate operabie components to ensure operability 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
1V-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 mate rials. 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. Ove rhead Protection
1V-11
1) No cranes or other construction equipment shall cross over nOIr
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 admiristration of the Work
that construction operations be carried out with the 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 testirg 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.
B. 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 includ ing, but not limited to,
power, fuel, and equipment cost that 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.
1V-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 indude 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 C<?pies 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 Dr 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.
B. R~cord 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
indude 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.
1V-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 different 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, cha nge 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 l1e 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
1V-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-Built
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 tom 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.
1V-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 conti nued 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,
normal termination of contract, occupancy by the Owner and similar
1V-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 certi fied as substantially complete at
different dates. The time variation, if any, shall be 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.
1V-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, includ ing 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 Punch list 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
1V-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
]13, 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 Bond
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-mainte nance
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.
1V-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 DBE 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 miscella neous
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.
1V-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 where 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 rela tion 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.
B. 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 goveming 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 com pie tion of the
associated work have become the Owner's property, dispose of these as
directed by the Owner.
1V-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 suomit 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. Sixty (60)
calendar days will be allowed to complete this work.
1V-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 (Permitl
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 Contractor'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)
This phase shall include all the construction activities necessary to complete the
work in accordance with the contract documents. Sixty (60) calendar days will be
allowed to complete the work in its entirety.
Construction work under this project will be accomplished during the daytime
unless otherwise shown on the plans. The construction work included in this
project has to be done as shown on the plans.
- Work to be performed:
1 ) The Contractor shall give the engineer or resident project representative
(RPR) 48 hours advanced written notice prior to starting work in any area
so the appropriate notams may be issued by the airport.
2) Place barricades as shown on the plans.
3) The Contractor must provide his authorized personnel with radios
operating on the local ground control frequency of 121.9 for clearance
instructions relating to airport safety.
4) Information shown on the drawings has been prepared from the most
reliable data available. However, it shall be the responsibility of the
1V-23
contractor to determine the location, character and depth of any existing
utilities, at no additional cost to the owner.
5) Extreme caution shall be exercised to prevent damage to existing utilities.
Repairs to existing' utilities necessitated because of damage caused by
contractor's activities shall be at the expense of the contractor.
6) Construction shall be performed in such a manner as to provide a
minimum of inconvenience to the users of the area.
7) The Contractor shall have available at all times appropriate sweeping and
vacuuming equipment to remove any dust or debris. An inspeciton shall
be performed by the owner representative to insure the runway and
taxiway are clear of any debris.
8) Excavation within three (3) feet of FAA or any other existing cables shall
be by hand-digging.
9) FAA power and control cables shall be protected from heavy equipment
operation by steel boilerplate or other approved method.
10) Contractor shall demolish existing asphalt pavement on T/W A-9 and
construct new asphalt pavement according to the plans.
11) Contractor shall install temporary air and water pollution control.
12) Contractor shall apply pavement marking along taxiway "A" and apron as
required on the plans.
13) Contractor shall apply seal coat on ramps as required on the plans.
14) Contractor shall develop environmental mitigation consisting of filling in
existing abandoned mosquito ditches.
Upon completion of the work, and before final payment, the contractor shall
remove all equipment, surplus, discarded materials and rubbish.
During the week of Fantasy Fest (October 31) and New Year week the contractor
shall coordinate with the airport manager, RPR, and FBO'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 sixty (60) consecutive calendar days from the
issuances of the Notice-to-Proceed (Construction) to complete all work
associated with this project.
rv -24
SPECIAL PROVISION NO.3
CONTRACT TIME AND LIQUIDATED DAMAGES
CONTRACT TIME
NOTICE TO PROCEE
DESCRIPTION
CONTRACT TIME T
COMPLETE
NOTICE TO PROCEE
(PERMITS)
Thll notlc. "'all allow the Contract. .btaln any n8C8UI
construction permits required to accompll.h the work. AI 0,
during thll time, the Contractor .hall order and d.llY.r all,
equipment and .uppll.. needed to complett the work. ......
construction actJyltln .hall be accom~ and the Alrpo
.hall remain open to aircraft operation. during the .tage.
A.SAP.
. Demolition and reconstruction of TIWlll
NOTICE TO PROCEE . Sell ~oat application on existing ramps.
(CONSTRUCTION) . EnVIronmental mitigation.
. Marldng application on taxiway -A- and ramp..
MulmumH
Cal.ndar Days
TOTAL CONTRACT TIME:
Schematic Construction Scheduling and Staging are Included In the pi.... with the rk
and operational codnInta for Informal purpoa.. only. Th.y are Intended to re IIaxImum 60
vlabl. con.tructlon .equenc.. that the Contractor may .Iect to Implement. Thealendar Days
Contractor .hall ultimately be ....pontlbl. for .ubmlttal of a detailed on
schedule to the AlE for rRw and approval.
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 olrsite construction) activity is being
accomplished this time.
Notice to Proceed
(Construction)
Seal coat ramps, marking, TIW 1T9 rehabilitation,
and environmental mitigation:
If the Contractor fails to achieve final completion
within the 60 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 the work.
1V-25
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.
B. 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 bcations. 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 excava tion within three (3') feet of existing cables shall be
accomplished by hand digging only.
C. This Special Provision intends to make perfectly dear 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 Q:mtractor proposes to make to any other
airport facilities and cables damaged by this Contractor. If any repair requires
1\1-26
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.
rv -27
SPECIAL PROVISION NO.5
RESIDENT PRO.JECT 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 <BfB}. 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.
rv -28
SPECIAL PROVISION NO.6
SAFETY AND SECURITY REQUIREMENTS
1. SAFETY REQUIREMENTS
A. Construction Seouencino. All construction being accomplished under this
contract shall be in accordance with the sequencing indicated on the
drawings.
B. 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 tbe 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 feasible 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.
N-29
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 am 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 OtIer 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 (NOT AM) 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 torclrcutting 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 -30
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 oorricades 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 nOlrwork
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 goss
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
the Contractor or Sub -Contractors shall be immediately repaired
and restored to a condition similar or equal to the original condition.
IV -31
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 CSO 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 Slall 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 designa ted 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.
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
1V-32
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 nOIr
supervisory personnel of the contractor and subcontractor shall be issued
a construction worker security badge supplied by the Key West
International Airoort, 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.
rv -33
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-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
Description
Cover Sheet
Index of Drawings, Summary of Quantities, Safety, and Security Requirements
Project Layout Plan and General Project Notes
Safety and Phasing Plan Phase I
Safety and Phasing Plan Phase II
Safety and Phasing Plan Phase III
Safety and Phasing Plan Phase IV
Safety and Phasing Plan Phase V
Safety and Phasing Plan Phase VI
Typical Sections and Details
Marking Layout Plan
Marking Layout Plan
Marking Layout Plan and TIW A-9 Geometry
Marking Layout Plan
Marking Layout Plan and Tie-Down Details
Grading Plan
rv -34
SPECIAL PROVISION NO.8
RESIDENT ENGINEER'S (RPR) OFFICE
THIS SECTION IS NOT APPLICABLE
N-35
SPECIAL PROVISION NO.9
TEMPORARY FACILITIES
1. GENERAL DEFINITIONS
A. This section specifies certain minimum temporary facili ties 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 adja cent 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 co/'Btruction
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 authori ty 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, nOlrhazardous areas.
Smoking in existing premises is prohibited.
G. Environmental Protection: Re'.1ew 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).
rv -36
2. TEMPORARY PROTECTION
Provide facilities and services as necessary to effectively protect 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 clealrup 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.
W-37
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 .
B. 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.
B. 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, rol~type toilet paper holder and a
supply of standard, rol~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.
N-38
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 adequate Iy 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 utilities 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 Inspector's offices and to store
all idle equipment, supplies and construction mate rials (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.
1\1-39
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
clean~d 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
ncidental to the project.
1\1-40
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.
1V-41
SPECIAL PROVISION NO. 11
PRECEDENCE OF DOCUMENTS
1. GENERAL. The Bid 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. Bid Documents (Division I)(including any and all Addenda)
B. 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)
1V-42
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)
1V-43
ATTACHMENTS
rv -44
APPLICATION
FOR PAYMENT
FORM
IV -45
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SPECIAL PROVISION NO. 13
SOIL BORING REPORT AND LABORATORY TESTING
IV -48
CaI- Tech Testing, Inc.
· Engineering
. P.O. Box 1625.1.ak8 City, R. 32056-1625
· Geo~echDlcal 6919 DIslribulion Avenue s~ Unit.s. JacksonvIIe. FL 32257
· EnvIronmental
Tel. (388) 755-3633 · Fail (386) 752-5458
Tel. (904) 262-4046 . Fax (904) 262-4047
I\HllHIIOHII,>
August 14, 2003
,~ '" '.
,ijg&mgwm
SfP 2 3 2U03 I
URS Corporation
7650 Corporate Center Drive, Suite 400
Miami, Florida 33126-1220
........................
-.A
Attention: Andres Gutierrez
Reference: Geotechnical Investigation Report
ApronlTaxiway Connectors
Key West International Airport .
Key West, Florida
Cal-Tech Prt:;.ject No. 03-388
Dear Mr. Gutierrez,
Cal-Tech Testing, Inc. has completed four pavement cores with Standard
Penetration Test borings at the referenced location. Our work was planned in
conjunction with and authorized by you.
The purposes of our investigation were to determine the general subsurface
conditions in portions of the paved. connectors for which subsidence of the pavement
has occurred, and to present preliminary recommendations for remediation.
Site Investigation
The pavement cores and Standard Penetration Test borings were performed at
the approximate locations indicated on the attached Boring Location Plans. These.
locations were jointly selected on site by Cal-Tech Testing, Inc. and your firm based
upon a visual examination of the pavements. In general, the borings were performed in .
areas for which obvious subsidence of the pavements had occurred.
The Standard Penetration Test (ASTM 0..1586) is performed by driving a
standard split-barrel sampler into the soil by blows of a 140-pound hammer falling 30
inches. The number of blows required to drive the sampler 1 foot, after seating 6
inches, is designated the penetration resistance, or N-value; this value is an index to
soil density or consistency.
Findinos
The borings encountered 2.5 to 8 inches of asphaltic pavement over an
undetermined thickness of generally medium dense to very dense limestone. Lenses of
"Excellence in Engineering & Geoscience"
generally loose, sandy silt were encountered at two boring locations at depths on the
order of 2 to 5 feet below the pavement surface.
Ground water was encountered at depths ranging from 1.3 to 2.6 feet.
For a more detailed description of the subsurface conditions encountered, please
refer to the attached Boring Logs.
Discussion and Recommendations
Based upon our findings, we believe the pavement subsidence that has occurred
is due to compression of sandy silt lenses located in the immediate subgrade soils. It is
likely lenses of sandy silt are present at all four boring locations, even though they were
specifically identified in only two of the borings.
In areas of significaW1t subsidence, we believe the existing pavement should be
removed, the sandy silts excavated, and then the bearing soils and pavements
replaced. Replacement soils should consist of limestone placed in maximum 12-inch
lifts, and each lift should be proof-compacted to a minimum of 95% of the Modified
Proctor maximum dry density. The replacement pavement structure should match the
existing pavements.
We appreciate the opportunity to be of service and look forward to a continued
association. Please do not hesitate to contact us should you have questions or if we
may be of further assistance.
Respectfully submitted,
Cal-Tech Testing, Inc.
~
7
John C. Dorman, Jr., PhO, PE
Geotechnical Engineer e:f A"'/o'J
]"Z6 fZ,.
Linda Creamer
President / CEO
B-1
Water Table: 2.6 ft. Soil
Depth (ft) N-value Description
o A!5phalt (8")
10
I
T
T
I
I
I
,
I
I
29 Medium Dense to Very Dense,
Light Tannish Gray
56 LIMESTONE, Slightly Silty
5 67
Dense, Gray, SIL TV
41 LIMESTONE
Dense, White, SIL TV
43 LIMESTONE
60
Dense to Very Dense, Tannish
Gray, SIL TV LIMESTONE
15
15.0 ft - Termination of Boring
48
B-3
Water Table: 2.2 ft. Soil
Depth Cft) N-value Description
o Asphalt (3.5")
Medium Dense, Light Tannish
3 Gray LIMESTONE, Trace Silt
Loose to Medium Dense,
14 Tannish Gray to Brownish Gray
LIMESTONE, Lenses of Sandy
7 Silt
5
10
9 Medium Dense to Dense,
Tannish Gray LIMESTONE
35
49 Dense, Tannish Gray
LIMESTONE, Lenses of Sandy 10
Silt
Dense, Tannish Gray
LIMESTONE
45
15
15.0 ft - Termination of Boring
B-2
Water Table: 2.5 ft. Soil
Depth Cft) N-value Description
o Asphalt (2.5")
Medium Dense LIMESTONE with
20 Lenses Dark Gray, SANDY SILT
50+ Very Dense, Light Tannish Gray
5 I . I. 50+ LIMESTONE with SILT
5.5 ft - Termination of Boring
B-4
Water Table: 1.3 ft.
Soil
Depth (ft)
o
N-value Description
Asphalt (3.75")
Medium Dense, Light Gray
21 LIMESTONE with SILT
7 Loose, Light Tannish Gray, SANDY
SILT with Limestone
6 Loose, Brownish Gray SANDY SILT,
Trace Limestone
30 Dense to Very Dense, Light Tannish
50+ Gray, SIL TV LIMESTONE
44 Dense, Gray, VERY SIL TV LIMESTONE
5
Medium Dense, Light Tannish Gray
LIMESTONE with SILT
24
15
15.0 ft - Termination of Boring
Boring Logs: Key West International Airport
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SPECIAL PROVISION NO. 14
ENVIRONMENTAL MITIGATION SPECIAL CONDITIONS
The following work needs to be part of the Item No. 19, Specification S-002
"Environmental Mitigation", and shall be included in Attachment "A" - Schedule of Bid
Items:
1. Replacement of an existing concrete culvert within the western mosquito ditch
with a i-inch thick steel plate and the placement of two additional steel plate
crossings of ditch to allow for emergency vehicles access. Also proposed is the
filling of the eastern mosquito ditch with berm material remaining from the original
ditch excavation, facilitating emergency vehicle access and eliminating a safety
hazard. This eastern ditch area is to be filled to an elevation matching the
surrounding grade.
2. As part of the environmental mitigation for work in mosquito ditches, this work
shall include, but not be limited to, furnishing and installing thirty-three (33) Black
Mangrove and all other incidental material necessary for the successful planting
of the specified material.
3. All work shall be in accordance with the Contract Documents, applicable Federal,
State and local rules and regulations, and regulatory agencies (South Florida
Water Management District, and Department of the Army). See attachments to
follow special conditions.
4. This work will be paid for on the basis of the contract unit price for environmental
mitigation (S-002-9.1) per lump sum, which price shall be full compensation for
all labor, equipment, material, and incidentals necessary to satisfactorily
complete this item.
IV-57
.
"'.
Ea'
')
SOUTHFLORIt)A.W.l'ERMAN.AGr:MENT IlISTRICT
eNVIRON"UiHl"~Rr:SOURCe
$1At4QARQQENERALPgMIT.NQ. .u.0014$..S
bATGISSUED: O$cemtW9,2003
,.~ TN \~'fi.
~/dO\&1c.2Jd.!l \Y!,-~,
...............2... .1
. .... Ofe 1 . .2003 DJ
Form 10941
0&'95
+.~~......... ~.Jr. J. 1 ~_.
PROJECT LOCAnON:
PERMIT DlJR.A110N:
PERMmEfitMONftQECOUNtyOOAflP QFCQQNTY
. COMMISSIONERS
5OOWHlTEHEAOSTREs:r
KEYVVEST,FL 3304Q.. l;3y_.,~_
PROJEeTDESCRIPTlON:8If<fgIng andfUlJogot tf'ieeastijm anO.w8$tern .mO$qUito dftohesWitnio the Key West
lrtt~tional AIrpOrt. ... . ..
MONROEOOUNTY, $EC3,4TW~ 6aS. RGE 25E
S~eSPGCiaf COnditiorl No:1, $QfJatt~dled RuIe40E..4;~2:1iFforidaAdminlsttativa
Code.
[iJrn ~ rn IT tV ~m
tmAUu 0 5 4fI1M ~
Thls.lS:to noti1y..)tOII.ot fl. otsvitfJ. ageocyactloo ~Nolt?(tofln~t. f9t l'lJrmltApplk:8.tlOn Np;030822.2Q, datS(i AugU$t22; 2CiO~,
'Th1$~1i taket) pufStlllhHo RUI&.4()E~l.~aI'ld. Chapt.,.4OE.40. FIoddaAdnilnI8trtdlw~'F:itC~l.
~~theltltOlmatfol'l provlded,01$trlet ~.tlaveb(llilnaclliSrodto aodanEnvironmootat R&s6Utq6 G~n&f1l1 Permit Ism effect for this
project subJeCt to: .
1. ~ l'~'fllac:! ~$tfQ(.Chaptef.f2q,FlQddaS1atut.., admlollltmtfveh&arlng.
~. thellltaehtJd f9Geoeral Cotldl~. (S"ryja>>4 ofS).
3. the alIached 13 ~CondItJorl. (see p..: SlSof5) end
4. thealla~7.E#1Iblt($),
Shoukf)'OlJ~ 19..~. ~,~rG~~.Ihe~"NoticfJofRight$..~~$Iht~ure$tpbe kilIoWedlfyou
~..a p!Jljk;~ .OfQlhEw ~.of....~. ~ed.~actlon. .PIElU8contactmf$oj'tjeelfyPtl hav~~!.1uesUOo&~ll1I09~
tna1tet. If wedq noC~front..yqu ln~ Wllh.1tle~tfce of Rfghts...~ Will e$5um~ that yolJ<<>nctlr With.ihe Olstrk;:t's action.
CERTI"lC""'EOr$~aVICE
f HEAEaYceRTIF'fthata"Not~pfalghts. haS been m~lledJo th~P$fTI'llij$e (and lhepersOns USleti1f1thG
8t;tacbed:.l:istrit:>utI<<i HSt)notaterthan5:oo.p.m..onthia9th ..day of. Decembef..2()('j3j Inaecoroance withS(jCtion
~~'~~~/~~Ua;~
Robert G.. RObbins
Director- N~tura(Resouroo Management
P~,rI'l Beach$ervlce Center
Certifiedrnail number 7003.101000042566 8346
PIl9i;l1 olS
FILE COpy
RECEIVED
DEe t It 2003
ay:. zflzIJ,
z..o3 - 0>
\
'1
.1
Last Da1&FOfAg8tlcy Action; 16~OEc-2003
GENERA1..~RON"ENTAL.FlESOUI!Cep~RMrr$rN:f.."~R".
PfojeetName: Key West Jtlternational Airport{Kwia)
Permit No.: 44-Q0149-B
Appl~tlon No.:030822~20
Appllcat'onType:.Environmental Resource.(~nt1taJPerrnlt MOdificatk)l))
loCt1tton: MQnr~ \?Qunlyi $3t41T68SIR25E
Perm~ ; MQnroeC\,>ooty Soard.OfCoontyCommisston$l'$
OtJerat'no Entity: P~rm1ttoo
Project Mea: 1 acres
ProlectLancf lJstJ: AirporlRelatedFacmties
Special OralnageQlstrict: NA
Totalkret Wetland On$"e: .OS
Tolal ACl'esWetland PreservedOnslte: .03
Total Acres Impacted Onalte : .03
TotalAcreSPrftvlMitCOmpensationOnstte: .03
Ccmservatfoneuement ToOtstrict :No
SOv~nS"bmergedLands; No
~1;I!: i~ ~~ ~~~ ~ ,; .,,~~.. ~ ";;>~~?.:jt' ,.~~: "~'\' :~:j\,~~,,,) ~ j','~,. ~ ~ " '
ModUicatiQnofanEnVironmentaf Resource Pe.rmitto~rlzebridg1hgand.flIlingoftWO ~XiSting mosquito
ditches Wltbin the K~yWe$tlntemationatAlrport propef'tyfQr~afety P~rp<>s(is. Staftr~d$~pprovaJ
with conditions,
App.t'lO. : 030822.20
Page 1 of4
-~.
PR~CT IV~UATlqtl:
~~;l~~~;f'~:~k.:Ji~;~~~::;~t:;~i ,;)(~fil~tJ ~~, ,~t~<~:'~~,:Yv::~'i, "\ ~ ,'~,~:~ 'v' ~ "+,," ~> , .
The_Is fooatecfWftf11tl the KeyWest Jnt$matlOnaJ~rpOrt.lnthedt:yQf KeyWest.
;~;J!~"~~'\~'::I~;~;J; ~ ...;'~ ~*'r~:/~>~^f.U~)~~"':;", .....,t,~~)~(;{4,.(:~''"-..>,';v ~ ,';'~:~ .:~>, , " " ;' " :
Proposed I$thernQ<fifiCatiQhQ( PerrnftNum~r 44~14t.~ fOt~tepICl~ent of an &xf$tk\g~rete
culvert\Vittilnlhe~Stem mO$qultoQitch wflha 1 ~..U1ick$t~.pl8,1e and. thepla<$fl1$nt.OftwQad<ftlOOal
steelpta~d'OS$lf'l9$Of.thedltch toalJoW for e~~~it:te ~ss;~ .Jkoposed..ls the flUIn9 of the
east~ f1'IOSqtJ~ 'ditch Wftb. bennmaterial . rsrn~ . from ~...orl9'nal dttCh.exca~tiPn. facUitatli'l9
emergencyvehiqkl 8cces$andeiminating asaf~ty ~rd (iEXhlPlt 2). . .
If :,,~~. f' f ."tiJ.' ",'h'C'. ,-,",;1' ",'d"';""J"A,t,,'-'.; '~~~' .,,")0'.' ",."p ~". ". ", ..' '," . ,..' i '
1 ""~ ..,..,._~." ""$~{.f..,,.,~ ':. >f. ,,~v~'3:,,~v,ti-;.. ~4t.:.:;:;;,<t.%-j: ,,0 ~;..,.."." :%.1'--,{~<:-,,~ ^, ~ ",<-~ t, ,,<, + v.',,,, ..,. <v^-'<~ v,. '" .... ;~,
" , ...__."'~", ",. v":< yo: >;J: "z v^ ..- .:(: ~^' ',-'1', >>~.: >;. ; > cr. " ..- , '; ,> ^ ,
NQ adverse wate(qualitylmpactsareantieipat~as ,aresultoftheptoposed pr()~t
'I ....~ ^...... <<:..- ~ ~ I "7 ^~::>:: ^ , ): ... . "''' >,....,..." '^ t, >, ~ < ~:- ^ ? ..:S ^' ' '
lt~~", 'li ~.:)t".\,,<<{ ,/ " ~;" ""~\,^~"'" ' . '"," '". ',. , ' , ,
,~t'<r.;<),,~,;^^"t "'tv...., ,,'\:,:,~ :.,v ^' ~ '<"'~^t; ~~ V'J ' __''''' :- ~ < ^ .... " '> > <
Wetland DMcrIptlon:
-;",
The Mea surrouriding thewestem dltchconsists of exPosed.r9QkWIth.$CQner$dSliIt marsh 9~S~$,
Water within the ditch .1$. approxfmately 2.5 lo3.0foot In depth aod $upp9$ small fish. The western
terminus. of. the., ditch is.. parttalJyObstructeq bydElbrls . and rubble,. The . E\lQstit'tg culVert withlnhJ tHIGh. is
crushed, furthwresti1ctfnQflowW!th1n the ~. .
The eastetnditchl$rair1falldriv~n<\NalerdfJplJls range from beingdtY to hfoofof water. V~eta~fon
a$$OCiat~wlth'.ttw' dltch.isprimartryblackr'nangt'ovepffl:}umatQphQres.
Wetland Impacts:
Wetland impacts a$$QOfated wlth the three $teelplat~ crq$sings propo$:ooacross UieW&stero (iitchtotaf
21~sqV~re f~t(O~()OS.acra). '. Vegetative COn1t!1unitY khP~C.s w~remitl'mttedto thegre1ile$f~xtttJnt
practicable. bysel$CtingCt'Osslng !bcatiMs th~lt h~ve been prev1ou$IY$carified and suppol1 mlrtlmial
vegetafiVe coverage (ExhIbit3),
Filllng of 1he eastemditqhwtil impact 1.093 square feet (O;Q25-acre)of wetl~dveg~tation (Exhibtt4). This
area lsproposedti:) .be.fUl~to anelevatiMrrtatehingthe$ltfrouTlolt1g gradea./'ldwill remamajutlsdictiol1al
wetland; pursuant to flule62.34Q, Florida Administratlve Code. Cohsequently, thi~ area<1s alsQ listed in
thaacreage of mingaticm.
Mitigation Proposal:
Mitigation IhCfudedas part.qftnis appHcatfoo is proposedaftwo dtfferentl(>QstiOn$wffhin tbeKWIA.
Rernoval',ofthe po'lapseqculvert ~rQnS' with. OObrisand' rvbblere!ll()val~S$~iated.wi1h the western, ditch
will result In 52.5 square feet {O~OOHlere}clenhariCement Which will res.ult from Improved water
movement through the ditch (Exhibit 5).
Removing the eXlstlng.spoJlberm adjac:ent to. the eastern ditchWHlrestore historical wetlant;igraoes.wlthltl
this 1,093 square foot (<:)'025~acre) area,
App,no. ' O~822.20
Page 2 of '"
'j
Wt)lle th& majority of the. required m~atlon~lgn&d to off&etWetlan<1impactSas$()Q~ Wftll thl$
pl'Op()$al is contain&dwtthln. tftltrappflCatJon, the rernalnd&rof Jhe the. reqfjJrtldmJDgatiOn. (OJ)07..scre) wIN
~.PfO~ 1n&$&OC1atlQ(l with ERP AppUcattonNumb6t031~l'6(AprQr:f amcfT~lmpro~eI1tsat
KW'A)currentlyunderrevtew. . .
Wetland Inventory:
CONSTRUCTION NEW~IAMQSQVITO OrrCHi;$ ONSITE
p....oeveRtpment Post-Development.
..03
Fresh WatarH&I'ba~
Total:
Total
EJdItJft9
,03
~rt~~~ ir;/1ti';,y*:f~J~J:~:r~s::Y ',~~ ~.:" ?~ < +( \. (; ',' .::: ",' ': ; " , J' ~~ "v, '> > ~, >, ~ '~:' :~~
. ,. - . .... ,. ... ... .
The..proJ&ct.$fte.does.. not contafrtprefertedhabitatfot ~~.endaI1geredor threatened
wildlife . species O(.tpeCfe$ of specfaf concem. No weu~ endangered/threatened. speeles. or
speqies. ofspeoial concern. were~onsite. and submlttedinforrnatiof'llnd~tes that potEJotial use Of
hi $ite by aU9h s~le$.is.minlmal,. This pepnit does not refieva the applicant from complying ..wtth all
appQcable rufesand any olhe(~~' ~trements if" in the future. eOOangeredlthreatened species or
S~ft)s ()f .peoial~ .re.d1$coverCiXlon.th&.slte.
'ij::1;,jl;i{"'i~,iit~!J,;''{\ q1 'I;:1JbJli't 1~ e3.E$:"J;:,~efl;:ti~lt:;JiqitL'. ~j ;f~~::J::{'Ll.'ff :'>'t')l1c:" if' " ,
It i$a~tedtbattbt~rmitt~e retM1. the sBtvices (If aProf~ional Engineer f~gf$t(fr$d In the State of
Ftorida foTpet1()dK) <>O$el'Vctt<<m (}fCOO$tructkmof th&surf~cewatf)rman~ern$Ot (SWM) systtm.. This wid
faciUtat~the OOJrlpftltioQ of ooostrl)Ctioq CQmpletion .certif1CatIon . Form#t0881. Whumls reqUired pursuant to
~.100ftft&. Basi$of R~view10r Environmental Resource PermitApplications within llie South Florida
Wat., Management Distrlcl.>and Rule 40E-436l(2), FlOndta Administrative Code (F.A.C.).
PutsuanttoChapter40E-4 F.AC~,thispermit may not be. corwertedfrotntheconstrt1C1lonpha~ to . the
o~rati~ pha$e..untifcerltfication of. theSWM system Is ..SUbfnltted.tO..~.aooel'tedby thi~Oi$trlct. .. Hule.
40~.321(7). F.A.C.statesthat faituretocomptete construction .()f.. th6$WJ,1s~temEU1d ob~n operation
phase approval from theOistrlet within the permit duration shall require a new permitauthO!iZation Ul'llt:tSS a
permftexten$tQO is granted.
for $WM$~ternsp~itted With anopGraUng entity Who 1$ different. from the ~OTlitf$e. it.sh9t,lldbe.ooted
that until the perrott istransterred totMoperatilg entity pursuant to Ru194QS;.1;6107, FA.C., the permitt~
is liable for compliance with the terms of this permit.
Theperrnittee i$ advisoo that the efficlencyof a SWM system win oormallYdec,easeOYet time unless the
sy$temisp~riodically maintained. A sIgnificant reductiOn in f10weapactty can usually be attributedtopartiaf
blQck$ges of the CQnveyancesystem. oneeflowcapacityiscomptQtJ1I~Q(;fvrl<>odln9 of ttle project may
result, Maintenance of theSWM S}'$tem Is required to protectthepubllc health,safety and the natural
resources. of the state. .. TherefQ($i. theupGtmittee. must haveperiodjc. InsJ)eCficms .of. the.. SWM systtm1
perform~toensureperfQm'lan~fC)r..flood.Pl'Ot&Ctlonandwat6rquality:purposes.ffdeficlencies. arefouod,
itis the responsibility oHhe permitte&tocol'TeCtthese deficiencies loa timely manner.
App,l'lO_ ; 030822"20
Page 3 of 4
. .
RElATED~Hcp~:
Water U...PcWmftStatus:
Th&appflqanl.ha.tndioat9dth~t~at~ring .i$...~requiredtorcon$trt:JQtiOf)ofttl~proJ8Qt.
HI$t()tleaIlArcfteoli)gtc4l.f<<~""':
No ioform8tlOr1.has been reeeiv(t.d lhatmdicateS.theprese1'1ee ofaroha~atot. .hf$lorlcalr8$ourees..()r
thattheprop()l.l~ actMtiea.COUkt.caU8e advet'S~lnlpacts to ti~eoJpgk1ator hf$tOtlcaI.re$()U~;
DCAl~N CC>nIJ$lency R.hlwt
~Olstrlct hasnQt rece1ved.~gqf~rislsteooytrprritheFf()rida D~tC)f~mvnft.yAffafrs
or other oomf"l$ntlng agencies regarding the provision&ofthe.f~raf..Coas~IZOhe.M~entPfan.
Enforcement:
There nas.ooen. nQenforoem~ntactlvityassociat9dWiththf$appticatlol'l'
~T~ 5e.r!~:
DIVISION APPROVAL:
NATURAL RESOURCE MANAGEMENT:
~_.~
Edward CronY"'. .
DATE:
/"/r 1&73
IZ/.....r/......03
DATE: . ........ ..
App.oo, : 030822-20
f1<illG 4of4
ATTACHMENT C1
Location ,of Ditches & L. d Use ClassificationsFLUCCS)
S.cale: 1 "=1 ,129' Source: 2002 FDOT Aerial
EXHIBIT ;L
lTTACHMENT.C2
Western Ditch
)
EXH I BIT 3 ;u~:2002FDOrAerial
ATTACHMENT C.3
Eastern Ditch
~~.{~
~..........,.,",~......
. ". ,_..r+(
'10. ,A." :.........,....;t~._.
....., ..
~~
l
__ t
~~-
Scale: 1"=72'
., '(i
.'J
Source: 2002 FDor Aerial
Notes:
AeriaHakenpnorto clearmg of 250ft wide R.t.mwaySafety~Cl(RSA)north.ofexlstin9
runwaycentel1ine
AustralJl'ie Plnes have been removed as of May 2003
EXHIBIT y
',.
,
SPECIAL CONl):t'1"tON$
. .Permit number 200~1()025(LP-RPM)
1. 'turbidityscreeps shall be installed to completely
sUrrt>utldartd isolate the work from a.djacent waters. until
ttlrbidityhas settled.
:2. :the applicaJ;lt. mtJs.t. comply withallgenera.l and special
Oq:nditicns required by the EnvIronmental Resource Permit issued
by theScuth Florida Water ManFtgemerit DistrICt.
3. The permittee snaIl remove the ;lpoi.lm~terial u$.i.ng metbods
th~tw6uld be lea.stdi.,sturhingto . adjaoent wetlands using small
eqtJipment (bobcat or small backhoe) w.i th "Balloon" tires.
4. Placement ofstE:!el.cplyerts and removal .ofexisting concrete
culveJ:'t sha.ll be achieved using a method that is least dist14xping
to wetlandsa.nd wet:l,;irid vegetation.
5. Xf futtJreoperatiohs by-the United States reqUire theremqvalt
relocation or other alterationt of the structures or work herein
a.~thorizedtcr if, int;he opinion of the Secretary of the Army or
his a'Uthori2:edr~presentatiye, said structure or work shall cause
unr~asonableobst:ructtori td the free navigation of the navigable
waters, the p~rmittee sh~ll be reqtJ.ir~d, upon due notice from the
Corps of EngiTleers, to remove, relocate, or alt~r the structural
work or obstructions caused thereby, without expense to the
United States. Nbclaim shall be made against the United States
on account of any such r~moval or alteration.
6. Within 60 days of t:he authorized work ang mitigatiqn,
the attached Se4.f.;.Certificat:i.on Statement;:; o~CJ.91!\EJiancemust be
cqmpleted and subtnitted to the u. S~Artl\ycorps .of .En~ineers.
Mail the completed form to the Regulatory Di\rision, Enforcement
Bta.uch, At te:ltiou: J-1$.Lisa Abernat-hy,flQst Office Box 4970.
J~qksonville, F'lorida32232-001.9.
7 . Th~ permitt~e~h~11 inform all :futU:Ce potential property
owners dIall permit requirements.
8, O$e of the permit.ted.!tctivitymust.not interfere '....iththe
publics right to fre!? navigation on all navigable\olatersoE the
United States.
Enclosed is a Notice of AUthorization. \<lhich shonldbe
displayed at the const.rlJGtion site.. ~lhen youhegin work, you
must notify the District Engineer' S 'tepreserltative, at the
appropriate area office as sho\t,in on the enclosed map, of:
a} The dat.e of commencement of work.;
)
}
c.
The dp.te of final completic:m.
b) The dates of work. suspensions i:mdresumptibuS if\+lork is
sllspendedoyer a Week;and.J
If tnewqrk autnqrized ianct completed onot" before
June 12, 2.00.9,. this authorization, if.r1ot .previo.'l.1s1y .:r:evQ~ecl or
specifically extended, shall ceaSe and be n.ull and yo.id..
You. are hereby advisedthat.thi3 followingoptiontl1l are
available to you in your evaluation of this :r,etter of Permi$siQI1:
You may accept the Lette.r ofperniissionor you ~ydecline to
accept the . Lett.erof Perrnissionbecaus~ you qpject to certaip
te:tmsand conditions therein. If you decline this Letter of
Permission, you mUst ieturnthe Letter of Pe:rmission to the
District Engineer and may noC proceed with the work until
notified by the District Engineer.
Your letter to the District Engineer mUst outline your
objections to the terms and conditions of the Letter Of
pe:r.-rrtission. 'lour objections mU$tpereceived by th.eOtstrict
Engineer within 60 days of tl1eda.te of th.isN'otification of
Applicant Options (NAO) , or you will f9rfeit your rignt to
request chang~$ to the t,erms andcpngitlons. of th.e Letter of
permission under this appeg.lpr<:>cese.
upon receipt of your letter, the Dlsl:.:t.'ict Engineer will
evaluate yourobj ection.s, andmayfaimodify the Letter: of
Permission toadd:ce:ss.a1.l of your concerns; or {bJ mod:ify the
Letter QfP(:1;tj::ni$sionto add:tess s8ine of your obje~ti6ns/or(c}
not modifY the !"ietterof permiss:LOJ;1. Xr! a.ny of these: three
cases I the District Engineer willsetld you a. final Letter cd:
permissionfo:t yourreconsiderati6h, as well asa notiflcatj.on of
appeal {f,11\P} form and a requ~st foltappeal (Fl.FA). form.
Should you. gecline theE inalte~te.:r of Permission, Y01.1 c~n
appealtl).e declined Letter of Permissfonunder the Corps; of
Engineers Administrative Appeal Prbcess by submitting the
completed RFA f9rmto the Division Eng.ineer. The Division
Bnginegr must receive t.he RF'A within 60 days of the date of the
NAP that 'vias tta11smitted with the second Letter of Permission.
If you hayeany q\lestionsregarding this permit
authori=ationt please contact Rick Milloy at the
letterhead address or by-telephone at 305-289,..8928.
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Key West International Airport
Monroe County, Florida
TECHNICAL SPECIFICATIONS
Seal Coat Ramp, Marking,
TIW A-9 Rehabilitation
and
Environmental Mitigation
URS Corporation Southern
~tober 2004
TABLE OF CONTENTS
TECHNICAL SPECIFICATIONS
SEAL COAT RAMP, MARKING, TIW 9 REHABILITATION
AND ENVIRONMENTAL MITIGATION
SECTION STANDARD TITLE DOCUMENT PAGES
P-I0l FDOT Mobilization P-I0l-l
P-102 FDOT Maintenance of air operations area P-I02-1 tlnu P-l 02-6
traffic
P-151 FAA Clearing, grubbing and demolition P-151-1 thm P-151-4
P-152 FAA Excavation and embankment P-152-1 thm P-152-7
P-156 FAA Temporary air and water pollution, P-156-1 thmP-156-3
soil erosion, and siltation control
204 FDOT Graded aggregate base See Section 204
FDOT
P-401 FAA Plant bituminous pavements P-401-1 thm P-401-22
P-602 FAA Bituminous prime coat P-602-1 thm P-602-3
P-603 FAA Bituminous tack coat P-603-1 thm P-603-3
P-620 FAA Runway and taxiway painting P-620-1 thm P-620- 7
FAA Thermoplastic Coal- Tar Emulsion
S-OO 1 S-OOI-1 thm S-001-6
(EB 35) Slurry Seal
S-002 Environmental Mitigation S-002-1 thm S-002-2
Tel
ITEM P-IOl
MOBll.JZATION
DESCRIPTION
-...
. .
. .
. ..
~ ~.A '. .:~
END OF ITEM P-IOl
Key West International Airport
P-IOl-l June 2004
Seal Coat Ramps, Marking, TfW 9 Rehabilitation,
and Environmental Mitigation
ITEM P-I02
MAINTENANCE OF AIR OPERATIONS AREA TRAFFIC
DESCRIPTION
102-1.1 The work under this Section consists of furnishing all measures required to maintain the safe
and orderly movement of Air Operations Area (AOA) traffic in and around the construction areas as
shown on the Plans and as described in these Technical Specifications.
102-2.1 GENERAL. This Section covers the Contractor's responsibilities for maintaining the
optimum level of safety and the operating efficiency of the airport during construction. These
responsibilities are based on criteria contained in current edition of Federal Aviation Administration
Advisory Circular AC 150/537~2C, Operation Safety on Airport with Emphasis on Safety During
Construction. The Contractor shall be responsible for all activities, under his control, as specified in the
above referenced Advisory Circulars, the Zoning Ordinance and in other referenced documents. In
certain cases where the obstacle clearance criteria utilized for this project may ditTer from that described
herein, these variances will be depicted on the Plans.
102-3.1 OBSTACLE CLEARANCES DURING CONSTRUCflON TAXIWAYS,
TAXILANES AND APRONS. Construction activity, personnel, equipment or materials shall not be
permitted within 73 feet of the centerline of an active taxiway and within 64 feet of the centerline of an
active taxilane, unless otherwise shown on the Plans.
1024.1
TRENCHES, EXCAVATIONS AND STOCKPILED MATERIAL
a. Open trenches or excavations exceeding 3 inc~s in depth and 3 inches in width shall not
be permitted within 200 feet of the centerline of an active runway or within 94 feet of the center line of
active taxiways and taxilanes unless otherwise shown on the Plans.
b. Coverings for open trenches or excavations may be utilized by the Contractor to restore
operations in these areas. Covering shall be of sufficient strength to support the weight of the heaviest
aircraft operating on the runway or taxiway. Each covering shall be installed only as approved by the
Architect/Engineer.
c. Barricades and/or flagging shall be installed to identify the limits of construction near open
trenches or excavations. Stockpiled material shall be secured against displacement by aircraft engine and
propeller blast and ambient winds.
d. Stockpiled materials, equipment and personnel shall not be allowed within the runway,
taxiway and taxilane obstacle clearance areas as described in this Article.
102-5.1 MARKING AND LIGHTING OF CONSTRUCflON AREAS. The Contractor shall
install lighting, marking, barrel barricades, railroad tie barricades, lighted commercial barricades, concrete
barriers, plastic barricades, signs and other measures to delineate closed and hazardous areas during
construction. The guidance and procedures provided by the current FAA Advisory Circular AC
150/5340-1, including changes, "Marking of Paved Areas on Airports", shall be utilized as depicted on
the Plans. Steady burning red obstruction lights may be required in certain instances to supplement
lighted barricades or highlight hazardous or potentially dangerous objects. The location of these lights
shall be as shown on Plans or as directed by the Architect/Engineer. Obstruction lights and barrel
barricades, railroad tie barricades, lighted cOOllllercial barricades, plastic barricades, concrete barriers, and
signs shall not be located within runway, taxiway and taxilane obstacle clearance areas.
Key West International Airport
P-I02-1 June 2004
Seal Coat Ramps, Marking, T IW 9 Rehabilitation,
and Environmental Mitigation
102-6.1 LOOSE MATERIALS AND DEBRIS. Loose materials shall be removed from the active
portion of the KJA, placed in protected areas or otherWise secured to prevent dispersal into active
portions of the AOA. The AOA is defmed as all areas used or intended to be used for aircraft operations
including active runways, aprons, taxiways, taxilanes, etc. Debris shall be promptly removed from the
AOA. The Contractor shall exercise care in the transportation of materials within the AOA. Materials
tracked or spilled in the AOA shall be removed immediately. When hauling, loading, grading, or when
any of the Contractor's activities are likely to cause the deposit of loose materials in the AOA, it shall be
immediately removed using powered vacuum sweepers which shall continuously patrol the affected areas.
The sweepers shall be supplemented by hand sweepers, loaders, trucks, etc., as necessary.
102-7.1
VEmCLES AND MOBILE EQUIPMENT
a. All Contractor vehicles and mobile equipment operating in the AOA shall be identified by
three foot (3') square orange and white flags whenever such vehicle and equipment is operating on or
about the AOA. In addition, such vehicles and equipment shall have the Contractor's name clearly
affixed on each side of such vehicles and equipment, all in accordance with current requirements. During
the hours between 30 minutes before sunset and 30 minutes after sunrise and at all times when visibility is
impaired, vehicles and mobile equipment shall also be equipped with a revolving yellow beacon light
mounted on the top of the vehic.l~ or equipment. Beacon lights shall provide:
(1) Three hundred sixty degree azimuth coverage.
(2) Effective intensity in the horizontal plane not less than 40 or more than 400
candelas.
(3) Beam spread measured to 1/10 peak intensity extending from 10 degrees to 15
degrees above the horizontal.
(4) Sixty to ninety flashes per minute.
b. All Contractor vehicles and mobile equipment not individually authorized by the Airport
Manager for independent operation in the AOA shall be operated under escort while in the AOA. The
escort vehicle and its driver must be authorized by the Airport Manager for escort duty and for operation
within the AOA. If access to the construction, staging or storage sites requires the crossing of an active
runway or taxiway, all vehicles shall be escorted across said runway <r taxiway by either an Airport
Manager escort vehicle or a vehicle equipped with a VHF-AM Transceiver specifically authorized by the
Airport Manager to cross these operational pavements. No crossing of active taxiways or runways by
vehicles so equipped shall be made without first obtaining specific clearance from ground Control
Unicom
c. No crane shall be allowed on the work site until the equipment and its intended operation is
approved by the Airport Manager, in accordance with the requirements of the General Condition. The
Contractor shall provide the RPR with not less than 24- hour advance written notice requesting crane
access to the AOA. The RPR will then request approval from the Airport Manager.
d When access is approved by the Airport Manager, the tip of the crane boom shall be
identified by the orange and white flag mentioned above and, if appropriate, by red obstruction lights.
102-8.1
CLOSURES
a. Prior to the commencement of any demolition or other work which will cause an
interruption or modification to existing aircraft operations, the Contractor shall confer with, and obtain
written authorization from the RPR.
Key West International Airport
P-102-2 June 2004
Seal Coat Ramps, Marking, TfW 9 Rehabilitation,
and Environmental Mitigation
b. When the Contractor's operations require the closure of any runway, taxiway. apron.
roadway, service gate, walkway. etc.. the Contractor shall notify the RPR not less than 48 hours prior to
need. No runway. taxiway, apron. roadway. service gate. walkway, etc.. shall be closed without prior
written authorization from the RPR.
c. If the Contractor requires access to operational areas not delineated on the Construction
Safety Plan Drawing(s). the Contractor shall participate in negotiations leading to the imposition of
restrictions on airport operations in the affected areas; the Contractor shall strictly abide by all condiions
imposed by the Airport Manager relating to its entry and use of such areas and the Contractor shall not
enter these areas until granted temporary. conditional entry clearance by the RPR and the Airport
Manager.
d. Trenching. excavation and other work requiring temporary runway or taxiway closure shall
be limited by the Contractor to that amount of work that can be completed within the hours of minimal
operation. All ditches. excavations. etc.. shall be restored prior to the end of the work period and affected
pavements returned to service. This work shall be scheduled during hours of minimal operations. Unless
otherwise noted in the Contract Documents, hours of minimal operation shall be defined as the hours
between 12:00 midnight and 5:30 A.M. daily. All other hours are considered hours of normal operation.
e. The Contractor may be required to pursue affected portions of the work on a continuous 24
hour per day basis during construction of the various phases and subphases shown on the Plans and
described in the Contract Documents (such as when runways or taxiways, aprons. service or access
roadways. or service gates are closed for operation or when hazards of any kind arise).
102-9.1 OPERATIONS SAFETY INSPECTION. The entire work site shall be nspected daily and
more frequently if construction activities are of a nature that debris may be expected to accumulate on
AOA pavements. Special inspections shall be conducted for each work area prior to return to service for
aircraft operation. The purpose of these inspections is to ascertain that areas returned to aircraft service
are in satisfactory condition and that the overall work site and its activities are within the safety criteria
set forth in these Contract Documents. Inspections shall be conducted jointly by representatives of the
Contractor, the Airport Manager, the RPR and the affected airlines. These inspections shall cover the
several safety items noted in and referred by this Article.
Any violations of the Safety Criteria found during these inspections shall be rectified immediately. If a
violation cannot be corrected on an immediate basis by the Contractor. the Contractor shall immediately
notify the RPR. No area shall be approved for aircraft operations while it is in violation unless
speCifically authorized by the Airport Manager, the RPR and the designated airline representative.
102-10.1 OPERATIONAL EMERGENCIES. During construction periods. the Contractor shall
monitor the UNlCOM frequency and be able to activate the runway/taxiway upon demand, in response to
emergency or other conditions that require him to clear the runway to accept a landing aircraft or one
taking off. In all cases aircraft safety shall be the one single foremost priority over all construction activity
on the runway. In this event the Contractor may need to respond to an evacuation request from the RPR.
from the Airport Manager or from the aircraft itself if one of the other controlling entities are not present.
The Contractor shall have a Safety Officer on he project site. at all times, monitoring the UNICOM
frequencies and able to determine the limits of the area to be evacuated and the restoration work needed to
prepare the area for aircraft operations. Should the directive entail extra work under the contract. and is
determined so by the RPR. the Contractor will not be reimbursed for such extra work. since this work is
considered incidental to the General Contractor's operation and safety procedures as part of Item P -1 02.
102-11.1 FINAL CLEANUP. After work in any work area has been completed and before opening it
to traffic. the Contractor shall remove all temporary traffic control devices. temporary pavements. and
other temporary work and devices installed for traffic control. The Contractor shall restore the site to its
original condition or to the revised condition shown on the Plans.
Key West International Airport
P-I02-3 June 2004
Seal Coat Ramps, Marking, TfW 9 Rehabilitation,
and Environmental Mitigation
MATERIALS AND CONSTRUCTION METHODS
102-12.1 TEMPORARY MARKER LIGHTS. The Contractor shall install, operate and maintain
temporary marker lights in the locations shown on the Plans. The Contractor shall finnish portable base
mounted light fixtures, red or yellow and blue lenses, 30/45 watt 6.6/6.2 ampere transformers, and 30 watt
6.6 ampere lamps. The Contractor shall furnish 5000 volt, #8AWG, Type "C", FAA Specification L824
stranded copper cable; compatible connector kits; FAA Specification L823 tape; compression sleeves and
any other materials necessary to install, operate and maintain the temporary marker lights.
The Contractor shall furnish and install the followitg:
(a) Heat shrinkable sleeves, tape and incidentals,
(b) 15 watt lamps for 120V circuit,
(c) Necessary wiring, power, connections, etc. to operate lights on 120V circuit,
(d) Required staples to keep cable and wire securely fastened to pavement.
(e) Pavement sealant to seal pavements, when wiring is installed recessed in saw
kerfs.
Yellow flashing lights mOlmted on top of the various types of barricades are not considered marker lights.
102-12.2 BARREL BARRICADES. The Contractor shall install and maintain barrel barricades in
the locations shown on the Plans, in accordance with the approved layout for each construction area, and
as directed by the ArchitectlEngineer. Barrel barricades shall be in accordance with the details shown on
the Plans ilcluding barrels, lights, ropes, flags and incidentals. Barrels shall be weighted immediately
upon installation, as necessary to prevent displacement by aircraft engine blast and by ambient wind.
Barrel barricade lines shall be inspected each day and repaired or replaced as necessary to meet the
requirements of the approved layout plan.
102-12.3 TEMPORARY CONCRETE BARRIERS.
a. Temporary concrete barriers for traffic control and protection shall be New Jersey type
precast concrete barriers conforming to the requirements of AS1M C825.
b. Temporary concrete barrier sections shall be capable of being interlocked and shall be
provided with warning flags, steady burning lights and/or flashing lights as required and shall be provided
with grooves to allow flow of surface drainage.
c. The temporary concrete barriers need not be new, but shall be structurally sound, of a
quality and type meeting the requirements of these specifications and shall be subject to the
ArchitectlEngineer's approval.
d. Temporary concrete barriers shall, at the conclusion of the construction or when no longer
needed, be relocated or removed and disposed of as the case may be.
e. Commercial lighted barricades may be used in lieu of concrete barriers as directed by the
RPR.
Key West International Airport
P-I02-4 June 2004
Seal Coat Ramps, Marking, TfW 9 Rehabilitation,
and Environmental Mitigation
-'....---
102-12.4 RAILROAD TIE BARRICADES (LOW TIE BARRICADES). The Contractor shall
install and maintain Railroad Tie Barricades consisting of standard 6" x 8" X 8' timber railroad ties placed
as and where shown on the Plans and as directed by the Architect/Engineer. Railroad ties shall be painted
as detailed on the Plans and placed in the location and manner shown on the Plans. A battery operated
yellow flashing light shall be insWled on each section of the railroad tie barricades; the yellow flashing
light shall be continuously (24 hours a day basis) operated. The railroad tie barricades shall be anchored
to the subgrade or pavement using two No.4, 18" long steel pins driven in the subgrade, or flexible
pavement or installed through predrilled holes in rigid pavement At conclusion of work and when the
barricades are no longer needed, the Contractor shall remove and dispose of them and restore the
pavement to its original condition.
102-12.5 PLASTIC BARRICADES. Plastic barricades, meeting the following requirements, shall
only be used when specifically shown on the Plans or ordered by the Architect/Engineer.
a. Plastic barricades shall consist of a molded plastic I-beam section suspended, by means of
a toggle system, from a molded plastic cone.
The assembly shall be designed to remain usable following vehicular impact.
(1) The plastic barricade (I-beam section and cones) shall be manufactured from high
density Polyethylene compounded with Ultra Violet Stabilizer to protect it against ultra violet exposure
and outdoor weathering.
(2) The cone shall consist of a stem and a base. The base shall be hollow and so
manufactured as to allow for external and internal ballasting (using water, sand or other suitable material),
to provide a ballast weight of approximately 20 lbs.
(3) The dimensions of the various elements of the plastic barricade system shall be as
follows:
Cones
Overall Height
Base Dimension
Weight (un ballasted)
Outside diameter stem
Top
Bottom
Wall Thickness
45"
18" x 18" x 4"
7 3/4 Ibs.
3 1/4"
6 Y2"
1/8" ?1/32"
I -Beam Section
Depth (reflective areas)
Lengths (as ordered by the
Architect/Engineer)
Wall Thickness
Weight
8"
36" or 48"
1/8"
1.2 Ibs. per foot
b. The plastic barricade assembly shall be equal to MAXICADE System as manufactured by
Glasdon - Traffic Services Incorporated (distributed locally by Saft T Store, West Palm Beach,
Telephone: 1-561-793-5817) or approved equal.
Key West International Airport
p- I 02- 5 June 2004
Seal Coat Ramps, Marking, T fW 9 Rehabilitation,
and Environmental Mitigation
c. The I-beam section shall be capable of being mounted (using a flexible toggle system) on
the plastic cones. The cones shall be designed to support the I-beam sections and also to support traffic
lights.
d The plastic barricade assembly shall be impregnated with traffic orange color. White
reflective sheeting shall be applied to the l-beam section to form a series of alternating 6 inch wide
stripes, traffic orange and reflective white, at 450 angle.
METHOD OF MEASUREMENT
102-13.1 Maintenance of Air Operations Area Traffic will be paid for on a lump sum basis wherein no
measurement will be made.
BASIS OF PAYMENT
102-14.1 The price bid for the items under this section shall include the cost of furnishing, placing and
maintaining the various devices including replacing exhausted batteries, defective lamps, painting, etc. as
required to maintain the various devices in good operational condition. .
Payment shall be made under:
Item P-102- H.t .Maintenance of Air Operations Area Traffic - per hunp swn
END OF ITEM P-102
Key West International Airport
P-I02-6 June 2004
Seal Coat Ramps, Marking, TfW 9 Rehabilitation,
and Environmental Mitigation
ITEM P-151
CLEARING, GRUBBING AND DEMOLITION
DESCRIPTION
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P-151-l
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Key West International Airport
P-151-2
June 2004
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and Environmental Mitigation
_1-
Key West International Airport
P-15l-3
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and Environmental Mitigation
-
ENDOFlTEMP-1Sl
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ITEM P-152
EXCAVATION AND EMBANKMENT
DESCRIPTION
152-1.1 This item covers excavation, disposal, placement, and compaction of all materials within the
limits of the work required to construct safety areas, runways, taxiways, aprons, and intermediate as well
as other areas for drainage, building construction, parking, or other purposes in accordance with these
specifications and in conformity to the dimensions and typical section(s) shown on the plans.
152-1.2
CLASSIFICATION. All material excavated shall be classified as defmed below:
a. Unclassified Excavation. Unclassified excavation shall consist of the excavation and
disposal of all material, regardless of its nature, which is not otherwise classified and paid for under the
following items.
c. Muck Excavation. Muck excavation shall consist of the removal and disposal of deposits
or mixtures of soils and organic matter not suitable for foundation material. Muck shall include materials
which will decay or produce subsidence in the embankment. It may be made up of decaying stumps,
roots, logs, humus, or other material not satisfactory for incorporation in the embankment.
e. Borrow Excavation. B<lrrow excavation shall consist of approved material required for
the construction of embankment or ior other portions of the work in excess of the quantity of usable
material available from required excavations. Borrow material shall be obtained from areas within the
limits of the airport property but outside the normal limits of necessary grading, or from areas outside the
airport.
152-,,1.3 Unsuitable Excavation. Any material containing vegetable or organic matter, such as muck,
peat, organic silt, or sod shall be considered unsuitable for use in embankment construction. Material,
when approved by the Engineer as suitable to support vegetation, may be used on the embankment slope.
CONSTRUCTION MEmODS
152-2.1 General. Before beginning excavation, grading, and embankment operations in any area, the
area shall be completely cleared and grubbed, if necessary, in accordance with Item P-151.
The suitability of material to be placed in embankments shall be subject to approval by the Engineer. All
unsuitable material shall be disposed of in waste areas shown on the plans. All waste areas shall be
graded to allow positive drainage of the area and of adjacent areas. The surface elevation of waste areas
shall not extend above the surface elevation of adjacent usable areas of the airport, unless specified on the
plans or approved by the Engineer.
When the Contractor's excavating operations encounter artifacts of historical or archaeological
significance, the operations shall be temporarily discontinued. At the direction of the Engineer, the
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Contractor shall excavate the site in such a manner as to preserve the artifacts encountered and allow for
their removal. Such excavation will be paid for as extra work.
Those areas outside of the pavement areas in which the top layer of soil material has become compacted,
by hauling or other activities of the Contractor shall be scarified and disked to a depth of 4 inches (100
mm), in order to loosen and pulverize the soil.
If it is necessary to interrupt existing surface drainage, sewers or under-drainage, conduits, utilities, or
similar underground structures, the Contractor shall be responsible for and shall take all necessary
precautions to preserve them or provide temporary services. When such facilities are encountered, the
Contractor shall notify the Engineer, who shall arrange for their removal if necessary. The Contractor
shall, at his/her own expense, satisfactorily. repair or pay the cost of all damage to such facilities or
structures which may result from any of the Contractor's operations during the period of the contract.
152-2.2 EXCAVATION. No excavation shall be started until the work has been staked out by the
Contractor and the Engineer has obtained elevations and measurements of the ground surface. All
suitable excavated material shall be used in the formation of embankment, subgrade, or for other purposes
shown on the plans. All unsuitable material shall be disposed of as shown on the plans.
When the volume of the excavation exceeds that required to construct the embankments to the grades
indic ated, the excess shall be used to grade the areas of ultimate development or disposed of as directed.
When the volume of excavation is not sufficient for constructing the fill to the grades indicated, the
deficiency shall be obtained from borrow areas.
The grade shall be maintained so that the surface is well drained at all times. When necessary, temporary
drains and drainage ditches shall be installed to intercept or divert surface water which may affect the
work.
a. Selective Grading. When selective grading is indicated on the plans, the more suitable
material as designated by the Engineer shall be used in constructing the embankment or in capping the
pavement subgrade. If, at the time of excavation, it is not possible to place this material in its final
location, it shall be stockpiled in approved areas so that it can be measured for payment for rehandling as
specified in paragraph 3.3.
b. Undercutting. Rock:, shale, hardpan, loose rock, boulders, or other material
unsatisfactory for safety areas, subgrades, roads, shoulders, or any areas intended for turfing shall be
excavated to a minimum depth of 12 inches (300 mm), or to the depth specified by the Engineer, below
the subgrade. Muck:, peat, matted roots, or other yielding material, unsatisfactory for subgrade
foundation, shall be removed to the depth specified. Unsuitable materials shall be disposed of at locations
shown on the plans. This excavated material shall be paid for at the contract unit price per cubic yard (per
cubic meter) for uncla ssified excavation. The excavated area shall be refilled with suitable material
obtained from the grading operations or borrow areas and; compacted to specified densities. The
necessary refilling will constitute a part of the embankment. Where rock cuts are made and refilled with
selected material, any pockets created in the rock surface shall be drained in accordance with the details
shown on the plans.
c. Overbreak. Overbreak, including slides, is that portion of any material displaced or
loosened beyond the finished work as planned or authorized by the Engineer. The Engineer shall
determine if the displacement of such material was unavoidable and hislher decision shall be fmal. All
overbreak shall be graded or removed by the Contractor and disposed of as directed; however, payment
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will not be made for the removal and disposal of over break which the Engineer determines as avoidable.
Unavoidable overbreak will be classified as "Unclassified Excavation."
d. Removal of Utilities. The removal of existing structures and utilities required to permit
the orderly progress of work will be accomplished by someone other than the Contractor, e.g., the utility
unless otherwise shown on the plans. All existing foundations shall be excavated for at least 2 Eet (60
em) below the top of subgrade or as indicated on the plans, and the material disposed of as directed. All
foundations thus excavated shall be backfilled with suitable material and compacted as specified herein.
e. Compaction Requirements. The subgrade under areas to be paved shall be compacted
to a depth of 6" and to a density of not less than 95 percent of the maximum density as determined by
ASlM 0 1557.
The in-place field density shall be determined in accordance with ASlM 0 1556 or ASlM 0 21.67.
Stones or rock fragments larger than 4 inches (100 mm) in their greatest dimension will not be permitted
in top 6 inches (150 mm) of the subgrade. The finished grading operations, conforming to the typical
cross section, shall be completed and maintained at least 1,000 feet (300 m) ahead of the paving
operations or as directed by the Engineer.
In cuts, all loose or protruding rocks on the back slopes shall be barred loose or otherwise removed to line
of finished grade of slope. All cut-and-fill slopes shall be uniformly dressed to the slope, cross section,
and alignment shown on the plans or as directed by the Engineer.
152-2.3 BORROW EXCAVATION. Borrow area(s), when required, within the airport property are
indicated on the plans. If not indicated on the plans, then borrow sources shall be outside the boundaries
of the airport property. Borrow excavation shall be made only at these designated locations and within
the horizontal and vertical limits as staked or as directed
When borrow sources are outside the boundaries of the airport property, it shall be the Contractor's
responsibility to locate and obtain the supply, subject to the approval of the Engineer. The Contractor
shall notify the Engineer, at least 15 days prior to beginning the excavation, so necessary measurements
and tests can be made. All unsuitable material shall be disposed of by the Contractor. All borrow pits
shall be opened up to expose the vertical face of various strata of acceptable material to enable obtaining a
uniform product. Borrow pits shall be excavated to regular lines to permit accurate measurements, and
they shall be drained and left in a neat, presentable condition with all slopes dressed uniformly.
152-2.4 DRAINAGE EXCAVATION. Drainage excavation shall consist of excavating for drainage
ditches such as intercepting; inlet or outlet, for temporary levee construction; or for any other type as
designed or as shown on the plans. The work shall be performed in the proper sequence with the other
construction. All satisfactory material shall be placed in fills; unsuitable material shall be placed in waste
areas or as directed. Intercepting ditches shall be constructed prior to starting adjacent excavation
operations. All necessary work shall be performed to secure a finish true to line, elevation, and cross
section.
The Contractor shall maintain ditches constructed on the project to the required cross section and shall
keep them free of debris or obstructions until the project is accepted.
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152-2.5 PREPARATION OF EMBANKMENT AREA. Where an embankment is to be
constructed to a height of 4 feet (120 cm) or less, all sod and vegetable matter shall be removed from the
surface upon which the embankment is to be placed, and the cleared surface shall be completely broken
up by plowing or scarifying to a minimum depth of 6 inches (150 mm). This area shall then be
compacted as indicated in paragraph 2.6. When the height of fill is greater than 4 feet (120 cm), sod not
required to be removed shall be thoroughly disked and recompacted to the density of the surrounding
ground before construction of embankment.
Where embankments are to be placed on natural slopes steeper than 3 to 1, horizontal benches shall be
constructed as shown on the pia ns.
No direct payment shall be made for the work performed under this section. The necessary clearing and
grubbing and the quantity of excavation removed will be paid for under the respective items of work.
152-2.6 FORMATION OF EMBANKMENTS. Embankments shall be formed in successive
horizontal layers of not more than 8 inches (200 mm) in loose depth for the full width of the cross section,
unless otherwise approved by the Engineer.
The grading operations shall b0 conducted, and the various soil strata shall be placed, to produce a soil
structure as shown on the typical cross section or as directed. Materials such as brush, hedge, roots,
stumps, grass and other organic matter, shall not be incorporated or buried in the embankment.
Operations on earthwork shall be suspended at any time when satisfactory results cannot be obtained
because of rain, freezing, or other unsatisfactory conditions of the field. The Contractor shall drag, blade,
or slope the embankment to provide proper surface drainage.
The material in the layer shall be within +/-2 percent of optimum moisture content before rolling to obtain
the prescribed compaction. In order to achieve a uniform moisture content throughout the layer, wetting
or drying of the material and manipulation shall be required when necessary. Should the material be too
wet to permit proper compaction or rolling, all work on all of the affected portions of the embankment
shall be delayed until the material has dried to the required moisture content. Sprinkling of dry material
to obtain the proper moisture content shall be done with approved equipment that will sufficiently
distribute the water. Sufficient equipment to furnish the required water shall be available at all times.
Samples of all embankment materials f<r testing, both before and after placement and compaction, will be
taken for each 1000 cubic yards. Based on these tests, the Contractor shall make the necessary
corrections and adjustments in methods, materials or moisture content in order to achieve the correct
embankment density.
Rolling operations shall be continued until the embankment is compacted to not less than 95 percent of
maximum density for noncohesive soils, and 90 percent of maximum density for cohesive soils as
determined by ASTM D 1557. Under all areas to be paved, the embankments shall be compacted to a
depth of 6" and to a density of not less than 95 percent of the maximum density as determined by ASTM
D 1557.
On all areas outside of the pavement areas, no compaction will be required on the top 4 inches (100 mm).
The in-place field density shall be determined in accordance with ASTM D 1556 or ASTM D 2167.
Compaction areas shall be kept separate, and no layer shall be covered by another until the proper density
is obtained.
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During construction of the embankment, the Contractor shall route his/her equipment at all times, both
when loaded and when empty, over the layers as they are placed and shall distribute the travel evenly over
the entire width of the embankment. The equipment shall be operated in such a manner that hardpan,
cemented gravel, clay, or other chunky soil material will be broken up into small particles and become
incorporated with the other material in the layer.
In the construction of embankments, layer placement shall begin in the deepest portion of the fill; as
placement progresses, layers shall be constructed approximately parallel to the fmished pavement grade
line.
When rock and other embankment material are excavated at approximately the same time, the rock shall
be incorporated into the outer portion of the embankment and the other material shall be incorporated
under the future paved areas. Stones or fragmentary rock larger than 4 inches (100 mm) in their greatest
dimensions will not be allowed in the top 6 inches (150 mm) of the subgrade. Rockfill shall be brought
up in layers as specified or as directed and every effort shall be exerted to fill the voids with the finer
material forming a dense, compact mass. Rock or boulders shall not be disposed of outside the
excavation or embankment areas, except at places and in the manner designated by the Engineer.
When the excavated material consists predominantly of rock fragments of such size that the material
cannot be placed in layers of the prescribed thickness without crushing, pulverizing or further breaking
down the pieces, such material may be placed in the embankment as directed in layers not exceeding 2
feet (60 em) in thickness. Each layer shall be leveled and smoothed with suitable leveling equipment and
by distnbution of spalls and finer fragments of rock. These type lifts shall not be constructed above an
elevation 4 feet (120 em) below the finished subgrade. Density requirements will not apply to portions of
embankments constructed of materials whic h cannot be tested in accordance with specified methods.
Frozen material shall not be placed in the embankment nor shall embankment be placed upon frozen
material.
There will be no separate measurement of payment for compacted embankment, and all costs incidental to
placing in layers, compacting, disking, watering, mixing, sloping, and other necessary operations for
construction of embankments will be included in the contract price for excavation, borrow, or other items.
152-2.7 FINISIDNG AND PROTECTION OF SUBGRADE. After the subgrade has been
substantially completed the full width shall be conditioned by removing any soft or other unstable
material which will not compact properly. The resulting areas and all other low areas, holes or
depressions shall be brought to grade with suitable select material. Scarifying, blading, rolling and other
methods shall be performed to provide a thoroughly compacted subgrade shaped to the lines and grades
shown on the plans.
Grading of the subgrade shall be performed so that it will drain readily. The Contractor shall take all
precautions necessary to protect the subgrade from damage. He/she shall limit hauling over the fmished
subgrade to that which is essential for construction purposes.
All rots or rough places that develop in a completed subgrade shall be smoothed and recompacted
No subbase, base, or surface course shall be placed on the subgrade until the subgrade has been approved
by the Engineer.
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152-2.8 HAUL. All hauling will be considered a necessary aOO incidental part of the work. Its cost
shall be considered by the Contractor and included in the contract unit price for the pay of items of work
involved. No payment will be made separately or directly for hauling on any part of the work.
152-2.9 TOLERANCES. In those areas upon which a subbase or base course is to be placed, the top
of the subgrade shall be of such smoothness that, when tested with a 16-foot (4.8 m) straightedge applied
parallel and at right angles to the centerline, it shall not show any deviation in excess of 1/2-inch (12
mm), or shall not be more than 0.05-foot (.015 m) from true grade as established by grade hubs or pins.
Any deviation in excess of these amounts shall be corrected by loosening, adding, or removing materials;
reshaping; and recompacting by sprinkling and rolling.
On safety areas, intermediate and other designated areas, the surface shall be of such smoothness that it
will not vary more than 0.10 foot (0.03 m) from true grade as established by grade hubs. Any devia tion in
excess of this amount shall be corrected by loosening, adding or removing materials, and reshaping.
152-2.10 TOPSOIL. When topsoil is specified or required as shown on the plans or under Item T-
905, it may be salvaged from stripping or other grading operations, if available. Otherwise it shall be
obtained from off-site. The topsoil shall meet the requirements of Item 1=-905. If, at the time of
excavation or stripping, the topsoil cannot be placed in its proper and final section of finished
construction, the material shall be stockpiled at approved locations. Stockpiles shall not be placed within
125 feet of runway pavement or 75 feet of taxiway pavement and shall not be placed on areas which
subsequently will require any excavation or embankment. If, in the judgment of the Engineer, it is
practical to place the salvaged topsoil at the time of excavation or stripping, the material shall be placed in
its final position without stockpiling or further rehandling.
Upon completion of grading operations, stockpiled topsoil shall be handled and placed as directed, or as
required in Item T -905.
No direct payment will be made for topsoil as such under Item P-152. The quantity removed and placed
directly or stockpiled shall be paid for at the contract unit price per cubic yard (cubic meter) for
"Unclassified Excavation. II
When stockpiling of topsoil and later rehandling of such material is directed by the Engineer, the material
so rehandled shall be paid for at the contract unit price per cubic yard (cubic meter) for "Topsoiling," as
provided in Item T -905.
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i__lfBilil_
TESTING REQUIREMENTS
ASTM D 698
Test for Moisture-Density Relations of Soils and Soil-Aggregate Mixtures,
Using 5.>pound (2.49 kg) Rammer and 12-inch (305 mm) Drop
ASTM D 1556
Test for Density of Soil In Place by the Sand-Cone Method
ASTM D 1557
Test for Moisture-Density Relations of Soils and Soil-Aggregate Mixtures,
Using 10-pound (4.5 kg) Rammer and 18-inch (45 em) Drop
ASTMD2167
Test for Density and Unit Weight of Soil In Place by the Rubber Ballon Method
END OF ITEM P-l52
Key West International Airport
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Seal Coat Ramps, Marking, T/W 9 Rehabilitation,
and Environmental Mitigation
. ITEM P-156
TEMPORARY AIR AND WATER POLLUTION, SOIL EROSION,
AND SILTATION CONTROL
DESCRIPTION
156-1.1 This item shall consist of temporary control measures as shown on the plans or as ordered by
the Engineer during the life of a contract to control water pollution, soil erosion, and siltation through the
use of berms, dikes, dams, sediment basins, fiber mats, gravel, mulches, grasses, slope drains, and other
erosion control devices or methods.
The temporary erosion control measures contained herein shall be coordinated with the permanent erosion
control measures specified as part of this contract to the extent practical to assure economical, effective,
and continuous erosion control throughout the construction period.
Temporary control may include work outside the construction limits such as borrow pit operations,
equipment and material storage sites, waste areas, and temporary plant sites.
MATERIALS
156-2.1 GRASS. Grass that will not compete with the grasses sown later for permanent cover shall
be a quick-growing species (such as ryegrass, Italian ryegrass, or cereal grasses) suitable to the area
providing a temporary cover.
156-2.2 MULCHES. Mulches may be hay, straw, fiber mats, netting, bark, wood chips, or other
suitable material reasonably clean and free of noxious weeds and deleterious materials.
156-2.3 FERTILIZER Fertilizer shall be a standard commercial grade and shall conform to all
Federal and state regulations and to the standards of the Association of Official Agricultural Chemists.
156-2.4 SLOPE DRAINS. Slope drains may be constructed of pipe, fiber mats, rubble, portland
cement concrete, bituminous concrete, or other materials that will adequately control erosion.
156-2.5 OTHER All other materials shall meet commercial grade stanlards and shall be approved
by the Engineer before being incorporated into the project.
CONSTRUCTION REQUIREMENTS
156-3.1 GENERAL. In the event of conflict between these requirements and pollution control laws,
rules, or regulations of other Federal, state, or local agencies, the more restrictive laws, rules, or
regulations shall apply.
The Engineer shall be responsible for assuring compliance to the extent that construction practices,
construction operations, and construction work are involved
156-3.2 SCHEDULE. Prior to the start of construction, the Contractor shall submit schedules for
accomplishment of temporary and permanent erosion control work:, as are applicable for clearing and
grubbing; grading; construction; paving; and structures at watercwrses. The Contractor shall also submit
a proposed method of erosion and dust control on haul roads and borrow pits and a plan for disposal of
waste materials. Work shall not be started until the erosion control schedules and methods of operation
for the applicable construction have been accepted by the Engineer.
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156-3.3 AumORITY OF ENGINEER. The Engineer has the authority to limit the surface area of
erodible earth material exposed by clearing and grubbing, to limit the surface area of erodible earth
material exposed by excavation, borrow and fill operations, and to direct the Contractor to provide
immediate permanent or temporary pollution control measures to minimize contamination of adjacent
streams or other watercourses, lakes, ponds, or other areas of water impoundment
156-3.4 CONSTRUCTION DETAILS. The Contractor will be required to incorporate all
permanent erosion control features into the project at the earliest practicable time as outlined in the
accepted schedule. Except where future construction operations will damage slopes, the Contractor shall
perform the permanent seeding and mulching and other specified slope protection work in stages, as soon
as substantial areas of exposed slopes can be made available. Temporary erosion and pollution control
measures will be used to correct conditions that develop during construction that were not foreseen during
the design stage; that are needed prior to installation of permanent control features; or that are needed
temporarily to control erosion that develops during normal construction practices, but are not associated
with permanent control features on the project.
Where erosion is likely to be a problem, clearing and grubbing operations should be scheduled and
performed so that grading operations and permanent erosion control features can follow immediately
thereafter if the project conditions permit; otherwise, temporary erosion control measures may be required
between successive construction stages.
The Engineer will limit the area of clearing and grubbing, excavation, borrow, and embankment
operations in progress, commensurate with the Contractor's capability and progress in keeping the finish
grading, mulching, seeding, and other such permanent control measures current in accordance with the
accepted schedule. Should seasonal limitations make such coordination unrealistic, temporary erosion
control measures shall be taken immediately to the extent feasible and justified.
In the event that temporary erosion and pollution control measures are lequired due to the Contractor's
negligence, carelessness, or failure to install permanent controls as a part of the work as scheduled or are
ordered by the Engineer, such work shall be performed by the Contractor at hislher own expense.
The Engineer may ncrease or decrease the area of erodible earth material to be exposed at one time as
determined by analysis of project conditions.
The erosion control features installed by the Contractor shall be acceptably maintained by the Contractor
during the constm::tion period.
Whenever construction equipment must cross watercourses at frequent intervals, and such crossings will
adversely affect the sediment levels, temporary structures should be provided
Pollutants such as fuels, lubricants, bitumen, raw sewage, wash water from concrete mixing operations,
and other harmful materials shall not be discharged into or near rivers, streams, and impoundments or into
natural or manmade channels leading thereto.
METHOD OF MEASUREMENT
156-4.1 Temporary erosion and pollution control work required which is not attributed to the
Contractor's negligence, carelessness, or failure to install permanent controls will be performed as
scheduled or ordered by the Engineer. Completed and accepted work will be measured as follows:
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a. Temporary seeding and mulching will be measured by the square yard (square meter).
b. Temporary slope drains will be measured by the linear foot (meter).
c. Temporary benches, dikes, dams, and sediment basins will be measured by the cubic yard (cubic
meter) of excavation performed, including necessary cleaning of sediment basins, and the cubic yard
(cubic meter) of embankment placed at the direction of the Engineer, in excess of plan lines and
elevations.
d All fertilizing will be measured by the ton (kilogram).
156-4.2 Control work performed for protection of construction areas outside the construction limits,
such as borrow and waste areas, haul roads, equipment and material storage sites, and temporary plant
sites, will not be measured and paid for directly but shall be considered as a subsidiary obligation of the
Contractor with costs included in the contract prices bid for the items to which they apply.
BASIS OF PAYMENT
156-5.1 Accepted quantitieii#of temporary water pollution, soil erosion, and siltation control work
ordered by the Engineer and measured as provided in paragraph 156-4.1 win be paid for under:
Where other directed work falls within the specifications for a work item that has a contract price, the
units of work shall be measured and paid for at the contract unit price bid for the various items.
Temporary control features not covered by contract items that are ordered by the Engineer will be paid for
in accordance with Section 90-05.
END OF ITEM P-1S6
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Section 204
GRADED AGGREGATE BASE
See FDOT Standard Specifications for
Road Bridge Construction
Edition 2004
ITEM P- 401
PLANT MIX BITUMINOUS PAVEMENTS
DESCRIPTION
401-1.1 This item shall consist of surface, leveling or base courses composed of mineral aggregate
and bituminous material mixed in a central mixing plant and placed on a prepared course in accordance
with these specifications and shall conform to the lines, grades, thicknesses, and typical cross sections
shown on the plans. Each course shall be constructed to the depth, typical section, or elevation required
by the plans and shall be rolled, finished, and approved before the placement of the next course.
MATERIALS
401-2.1 AGGREGATE. Aggregates shall consist of crushed stone, crushed gravel, or crushed slag
with or without sand or other inert finely divided mineral aggregate. The portion of materials retained on
the No. 8 sieve is coarse aggregate. The portion passing the No. 8 (2.36 mm) sieve and retained on the
No. 200 (0.075 mm) sieve is fine aggregate, and the portion passing the No. 200 (0.075 mm) sieve is
mineral filler.
a. Coarse Aggregate. Coarse aggregate shall consist of sound, tough, durable
particles, free from adherent films of matter that would prevent thorough coating
and bonding with the bituminous material and be free from organic matter and
other deleterious substances. The percentage of wear shall not be greater than 40
percent for surface and intermediate courses and 50 percent for base course,
when tested in accordance with ASTM C 131. The sodium sulfate soundness
loss shall not exceed 10 percent, or the magnesium sulfate soundness loss shall
not exceed 13 percent, after five cycles, when tested in accordance with ASTM C
88.
Aggregate shall contain at least 70 percent by weight of individual pieces having
two or more fractured faces and 85 percent by weight having at least one
fractured face. The area of each face shall be equal to at least 75 percent of the
smallest midsectional area of the piece. When two fractured faces are
contiguous, the angle between the planes of fractures shall be at least 30 degrees
. to count as two fractured faces. Fractured faces shall be obtained by crushing.
The aggregate shall not contain more than 8 percent, by weight, of flat or
elongated pieces, when tested in accordance with ASTM D 4791.
Slag shall be air-cooled, blast furnace slag, and shall have a compacted weight of
not less than 70 pounds per cubic foot (1.12 mg/cubic meter) when tested in
accordance with ASTM C 29.
b. Fine Aggregate. Fine aggregate shall consist of clean, sound, durable, angular
shaped particles produced by crushing stone, slag, or gravel that meets the
requirements for wear and soundness specified for coarse aggregate. The
aggregate particles shall be free from coatings of clay, silt, or other objectionable
matter and shall contain no clay balls. The fme aggregate, including any blended
material for the fme aggregate, shall have a plasticity index of not more than 6
and a liquid limit of not more than 25 when tested in accordance with ASTM D
4318.
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Natural (nonmanufactured) sand may be \5Cd to obtain the gradation of the
aggregate blend or to improve the workability of the mix. The amount of sand to
be added will be adjusted to produce mixtures conforming to requirements of
this specification. The fine aggregate shall not contain more than 20 percent
natural sand by weight of total aggregates.
The aggregate shall have sand equivalent values of 35 or greater when tested in
accordance with ASlM D 2419.
c. SampHng. ASlM D 75 shall be used in sampling coarse and fine aggregate, and
ASlM C 183 shall be used in sampling mineral filler.
401-2.2 MINERAL FILLER. If filler, in addition to that naturally present in the aggregate, is
necessary, it shall meet the requirements of ASlM D 242.
401-2.3 BITUMINOUS MATERIAL. Bituminous material shall conform to the following
requirements: AC-20 in accordance with the requirements of ASlM D 3381.
The Contractor shall furnish vendor's certified test reports for each lot of bituminous material shipped to
the project. The vendor's certified test report for the bituminous material can be used for acceptance or
tested independently by the Engineer.
401-2.4 PRELIMINARY MATERIAL ACCEPTANCE. Prior to delivery of materials to the job
site, the Contractor shall submit certified test reports to the Engineer for the following materials:
a. Coarse Aggregate.
(1) Percent of wear.
(2) Soundness.
(3) Unit weight of slag.
b. Fine Aggregate.
(1) Liquid limit.
(2) Plastic index.
(3) Sand equivalent.
c. Mineral Filler.
d. Bituminous Material. The certification(s) shall show the appropriate ASlM test(s) for
each material, the test results, and a statement that the material meets the specification
requirement.
The Engineer may request samples for testing, prior to and during production, to verify
the quality of the materials and to ensure conformance with the applicable specifications.
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COMPOSITION
401-3.1 COMPOSITION OF MIXTURE. The bituminous plant mix shall be composed of a
mixture of well-graded aggregate, filler if required, and bituminous material. The several aggregate
fractions shall be sized, handled in separate size groups, and combined in such proportions that the
resulting mixture meets the grading requirements of the job mix formula (JMF).
401-3.2 JOB MIX FORMULA. No bituminous mixture for payment shall be produced until a job
mix formula has been approved by the Engineer. The bituminous mixture shall be designed using
procedures contained in Chapter III, MARSHALL METHOD OF MIX DESIGN, of the Asphalt
Institute's Manual Series No. 2 (MS-2), Mix Design Methods for Asphalt Concrete, and shall meet the
requirements of Tables 1 and 2.
The design criteria in Table 1 are target values necessary to meet the acceptance requirements contained
in paragraph 401-5.2b. The criteria is based on a production process which has a material variability with
the following standard deviations:
Stability (lbs.)
Flow (0.01 inch)
Air Voids (%)
270
1.5
0.65
If material wiability exceeds the standard deviations indicated, the job mix formula and subsequent
production targets should be based on a stability greater than shown in Table 1, and the flow and air voids
should be targeted close to the mid-range of the criteria in order meet the acceptance requirements.
If the Tensile Strength Ratio (TSR) of the composite mixture, as determined by ASTM D 4867, is less
than 75, the aggregates shall be rejected or the asphalt treated with an approved anti-stripping agent. The
amount of anti-stripping agent added to the asphalt shall be sufficient to produce a TSR of not less than
75. If an anti strip agent is required, it will be provided by the Contractor at no additional cost.
The job mix formula shall be submitted in writing by the Contractor to the Engineer at least 21 days prior
to the start of paving operations and shall include as a minimum:
a. Percent passing each sieve size.
b. Percent of asphalt cement.
c. Asphalt viscosity or penetration grade.
d. Number of blows of hammer compaction per side of molded specimen.
e. Mixing temperature.
t Compaction temperature.
g. Temperature ofmix when discharged from the mixer.
h. Temperature-viscosity relationship of the asphalt cement.
I. Plot of the combined gradation on the Federal Highway Administration (FHWA)
45 power gradation curve.
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j. Graphical plots of stability, flow, air voids, voids in the mineral aggregate, and
unit weight verses asphalt content.
k. Percent natural sand
I. Percent fractured faces.
m. Percent elongated particles.
n. Tensile Strength Ratio (TSR).
o. Antistrip agent (if required).
The Contractor shall submit samples to the Engineer, upon request, for job mix formula verification
testing.
The job mix formula for each mixture shall be in effect until modified in writing by the Engineer. Should
a change in sources of materials be made, a new job mix formula must be approved by the Engineer
before the new material is used.
TABLE 1. MARSHALL DESIGN CRITERIA
PAVEMENTS DESIGNATED FOR
TEST PROPERTY AIRCRAFf GROSS WEIGHTS OF
60,000 POUNDS OR MORE
Number of blows 75
Stability, pounds (newtons) minimum 2150
Flow, 0.01 in. (0.25 mm) 10- 14
Air voids (percent) 2.8 - 4.2
Percent voids in mineral aggregate, minimum See Table 2
TABLE 2. MINIMUM PERCENT VOIDS IN MINERAL AGGREGATE
MAXIMUM PARTICLE MINIMUM VOIDS IN
SIZE MINERAL AGGREGATE,
PERCENT
in. mm. Percent
Y2 12.5 16
:y.. 19.0 15
I 25. 14
1-1/4 31.25 13
The mineral aggregate shall be of such size that the percentage composition by weight, as determined by
laboratory screens, will conform to the gradation or gradations specified in Table 3 when tested in
accordance with ASlM Standard C 136 and C 117.
The gradations in Table 3 represent the limits which shall determine the suitability of aggregate for use
from the sources of supply. The aggregate, as selected (and used in the JMF), shall have a gradation
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within the limits designated in Table 3 and shall not vary from the low limit on one sieve to the high limit
on the adjacent sieve, or vice versa, but shall be well graded from coarse to fine.
Deviations from the final approved mix design for bitumen content and gradation of aggregates shall be
within the action limits for individual measurements as specified in paragraph 40 1-6.5a. The limits still
will apply if they fall outside the master grading band in Table 3.
The maximum size aggregate used shall not be more than one-half of the thickness ci the course being
constructed
TABLE 3. AGGREGATE - BITUMINOUS PAVEMENTS
PERCENTAGE BY WEIGHT
SIEVE SIZE PASSING SIEVE
SURFACE (3/4" MAX)
1- ~ in. (31.25 mm) -
1 in. (25.0 mm) -
% in. (19.0 mm) 100
1h in. (12.5 mm) ., 79 - 99
3/8 in. (9.5 mm) 68- 88
No.4 (4.75 mm) 48- 68
No. 872.36 mm) 33 - 53
No. 16 (1.18 mm) 20 - 40
No. 30 (0.60 mm) 14- 30
No. 50 (.30 mm) 9- 21
No. 10 (0.15 mm) 6-16
No. 200 (0.075 mm) 3-6
Asphalt percent:
Stone or gravel 5.0-7.5
Sial! 6.5 - 9.5
The aggregate gradations shown are based on aggregates of uniform specific gravity. The percentages
passing the various sieves shall be corrected when aggregates of varying specific gravities are used, as
indicated in the Asphalt Institute Manual Series No.2 (MS-2), Appendix A.
401-3.3 RECYCLED ASPHALT CONCRETE. The use ofrecyc1ed asphalt pavement (RAP) will
not be permitted in the P-401 plant mix bituminous pavements.
401-3.4 TEST SECTION. Prior to full production, the Contractor shall prepare and place a quantity
of bituminous mixture according to the job mix formula. The amount of mixture should be sufficient to
construct a test section 300 long and 20 wide placed in two lanes, with a longitudinal cold joint, and shall
be of the same depth specified for the construction of the course which it represents. The underlying
grade or pavement structure upon which the test section is to be constructed shall be the same as the
remainder of the course represented by the test section. The equipment used in construction of the test
section shall be the same type and weight to be used on the remainder of the course represented by the test
section.
Three random samples shall be taken at the plant and tested for stability, flow, and air voids in accordance
with paragraph ..:K>1-5.1a(2). Two random samples of mixture shall be taken at the plant and tested for
aggregate gradation and asphalt content in accordance with paragraphs 401-6.3a and 3b and evaluated in
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accordance with paragraphs 401-6.5a and 5b. Three randomly selected cores shall be taken from the
finished pavement mat, and three from the longitudinal joint, and tested in accordance with paragraph
401-5.1b(4). Random sampling shall be in accordance with procedures contained in ASTM D 3665.
Mat density and air voids shall be evaluated in accordance with paragraph 401-5.2ftl). Stability and flow
shall be evaluated in accordance with paragraph 401-5.2ft2). Joint density shall be evaluated in
accordance with paragraph 401-5.2ft3).
Voids in the mineral aggregate (VMA), for each plant sample, shall be computed in accordance with
procedures contained in Chapter ill, MARSHALL METIlOD OF MIX DESIGN, of the Asphalt
Institute's Manual Series No.2 (MS-2), Mix Design Methods for Asphalt Concrete.
The test section shall be consilered acceptable if; 1) stability, flow, mat density, air voids, and joint
density are 90 percent or more within limits, 2) gradation and asphalt content are within the action limits
specified in paragraphs 401-6.5a and 5b, and 3) the voids in the mineral aggregate is within the limits of
Table 2.
If the initial test section should prove to be unacceptable, the necessary adjustments to the job mix
formula, plant operation, placing procedures, and/or rolling procedures shall be made. A second test
section shall then be placed If the second test section also does not meet specification requirements, both
sections shall be removed at the Contractor's expense. Additional test sections, as required, shall be
constructed and evaluated for conformance to he specifications. Any additional sections that are not
acceptable shall be removed at the Contractor's expense. Full production shall not begin until an
acceptable section has been constructed and accepted by the Engineer. The initial test section, whether
acceptable or unacceptable, and any subsequent section that meets specification requirements shall be
paid for in accordance with paragraph 401-8.1.
Job mix control testing shall be performed by the Contractor at the start of plant production and in
conjunction with the calibration of the plant for the job mix formula It should be recognized that the
aggregates produced by the plant may not satisfy the gradation requirements or produce a mix that exactly
meets the JMF. In those instances, it will be necessary to reevaluate and redesign the mix using plant-
produced aggregates. Specimens should be prepared and the optimum bitumen content determined in the
same manner as for the original design tests.
401:'3.5 TESTING LABORATORY. The laboratory used to develop the job mix formula shall meet
the requirements of ASTM D 3666. A certification signed by the manager of the laboratory stating that it
meets these requirements shall be submitted to the Engineer prior to the start of construction. The
certification shall contain as a minimum:
a. Qualifications of personnel; laboratory manager, supervising technician,
and testing technicians.
b. A listing of equipment to be used in developing the job mix.
c. A copy of the laboratory's quality control system.
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d. Evidence of participation in the AASHTO Materials Reference Laboratory
(AMRL) program
CONSTRUCTIONMEmODS
4014.1 WEAmER LIMITATIONS. The bituminous mixture shall not be placed upon a wet
surface or when the surface Emperature of the underlying course is less than specified in Table 4. The
temperature requirements may be waived by the Engineer, if requested; however, all other requirements
including compaction shall be met.
TABLE 4. BASE TEMPERATURE LIMITATIONS
MATTmCKNESS BASE TEMPERATURE (MINIMUM)
DEG. F DEG. C
3 in. (7.5 em) or greater 40 4
Greater than 1 in. (2.5 cm) 45 7
But less than 3 in. (7.5 em)
1 in. (2.5 em) or less 50 10
4014.2 BITUMINOUS MIXING PLANT. Plants used for the preparation of bituminous mixtures
shall conform to the requirements of ASTM D 995 with the following changes:
a. Requirements for All Plants.
(1) Truck Scales. The bituminous mixture shall be weighed on approved scales
furnished by the Contractor, or on certified public scales at the Contractor's
expense. Scales shall be inspected and sealed as often as the Engineer deems
necessary to assure their accuracy. Scales shall conform to the requirements of
the General Provisions, Section 9Q..Ol.
(2) Testing Facilities. The Contractor shall provide laboratory facilities at the plant
for the use of the Engineer's acceptance testing and the Contractor's quality
control testing, in accordance with paragraph 401-6.2d
(3) Inspection of Plant. The Engineer, or Engineer's authorized representative, shall
have access, at all times, to all areas of the plant for checking adequacy of
equipment; inspecting operation of the plant: verifying weights, proportions, and
material properties; and checking the temperatures maintained in the preparation
of the mixtures.
(4) Storage Bins and Surge Bins. Paragraph 3.9 of ASTM D 995 is deleted.
Instead, the following applies. Use of surge bins or storage bins for temporary
storage of hot bituminous mixtures will be permitted as follows:
(a) The bituminous mixture may be stored in surge bins for period of time
not to exceed 3 hours.
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(b) The bituminous mixture may be stored in insulated storage bins for a
period of time not to exceed 24 hours.
The bins shall be such that mix drawn from them meets the same requirements as mix loaded directly into
trucks.
If the Engineer determines that there is an excessive amount of heat loss, segregation or oxidation of the
mixture due to teIIJ>Orary storage, no overnight storage will be allowed
401-4.3 HAULING EQUIPMENT. Trucks used for hauling bituminous mixtures shall have tight,
clean, and smooth metal beds. To prevent the mixture from adhering to them, the truck beds shall be
lightly cooted with a minimum amount of paraffin oil, lime solution, or other approved material. Each
truck shall have a suitable cover to protect the mixture from adverse weather. When necessary, to ensure
that the mixture will be delivered to the site at the specified temperature, truck beds shall be insulated or
heated and covers shall be securely fastened.
401-4.4 BITUMINOUS PAVERS. Bituminous pavers shall be self-propelled, with an activated
screed, heated as necessary, and shall be capable spreading and finishing courses of bituminous plant mix
material which will meet the specified thickness, smoothness, and grade. The paver shall have sufficient
power to propel itself and the hauling equipment without adversely affecting the finished surface.
The paver shall have a receiving hopper of sufficient capacity to permit a uniform spreading operation.
The hopper shall be equipped with a distribution system to place the mixture uniformly in front of the
screed without segregation. The screed shall effectively p'Oduce a finished surface of the required
evenness and texture without tearing, shoving, or gouging the mixture.
If an automatic grade control device is used, the paver shall be equipped with a control system capable of
automatically maintaining the specified screed elevation. The control system shall be automatically
actuated from either a reference line, and/or through a system of mechanical sensors or sensor-directed
mechanisms or devices which will maintain the paver screed at a predetermined transverse slope and at
the proper elevation to obtain the required surface. The transverse slope controller shall be capable of
maintaining the screed at the desired slope within plus or minus 0.1 percent.
The controls shall be capable of working in conjunction with any of the following attachments:
a. Sk~type device of not less than 30 feet (9.14 m) in length.
b. Taut stringline (wire) set to grade.
c. Laser control.
401-4.5 ROLLERS. Rollers of the vibratory, steel wheel, and pneumatic-tired type shall be used.
They shall be in good condition, capable of operating at slow speeds to avoid displacement of the
bituminous mixture. The number, type, and weight of rollers shall be sufficient to compact the mixture to
the required density while it ~ still in a workable condition.
The use of equipment which causes excessive crushing of the aggregate will not be permitted.
401-4.6 PREPARATION OF BITUMINOUS MATERIAL. The bituminous material shall be
heated in a manner that will avoid local overheating and provide a continuous supply of the bituminous
material to the mixer at a uniform temperature. The temperature of the bituminous material delivered to
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the mixer shall be sufficient to provide a suitable viscosity for adequate coating of the aggregate particles,
but shall not exceed 325 degrees F (160 degrees C).
401-4.7 PREPARATION OF MINERAL AGGREGATE. The aggregate for the mixture shall be
heated and dried prior to introduction into the mixer. The maximum temperature and rate of heating shan
be such that no damage occurs to the aggregates. The temperature of the aggregate and mineral filler
shall not exceed 350 degrees F (175 degrees C) when the asphalt is added Particular care shall be taken
that aggregates high in calcium or magnesium content are not damaged by overheating. The temperature
shall not be lower than is required to obtain complete coating and uniform distribution on the aggregate
particles and to provide a mixture of satisfactory workability.
401-4.8 PREPARATION OF BITUMINOUS MIXTURE. The aggregates and the bituminous
material shall be weighed or metered and introduced into the mixer in the amount specified by the job mix
formula.
The combined materials shall be mixed until the aggregate obtains a uniform coating of bitumen and is
thoroughly distributed throughout the mixture. Wet mixing time shall be the shortest time that will
produce a satisfactory mixture, but not less than 25 seconds for batch plants. The wet mixing time for all
plants shall be established by the Contractor, based on the procedure for determining the percentage of
coated particles described in ASlM D 2489, for each individual plant and for each type of aggregate
used. The wet mixing time will be set to achieve 95 percent of coated particles. For continuous mix
plants, the minimum mixing time shall be determined by dividing the weight of its contents at operating
level by the weight of the mixture delivered per second by the mixer. The moisture content of all
bituminous mix upon discharge shall not exceed 0.5 percent.
401-4.9 PREPARATION OF mE UNDERLYING SURFACE. Immediately before placing the
bituminous mixture, the underlying course shall be cleaned of all dust and debris. A prime coat or tack
coat shall be applied in accordance with Item P-602 or P-603, if required by the contract specifications.
401-4.10 TRANSPORTING, PLACING, AND FINISHING. The bituminous mixture shall be
transported from the mixing plant to the site in vehicles conforming to the requirements of paragraph 401-
3. Deliveries shall be scheduled so that placing and compacting of mixture is uniform with minimum
stopping and starting of the paver. Adequate artificial lighting shall be provided night placements.
Hauling over freshly placed material shall not be permitted until the material has been compacted, as
specified, and allowed to cool to atmospheric temperature.
The Contractor may elect to use a material transfer vehicle to deliver mix to the paver.
The mix shall be placed and compacted at a temperature suitable for obtain ing density, surface
smoothness, and other specified requirements but not less than 250 degrees F (107 degrees C).
Upon arrival, the mixture shall be placed to the full width by a bituminous paver. It shall be struck off in
a uniform layer of such depth that, when the work is completed, it shall have the required thickness and
conform to the grade and contour indicated. The speed of the paver shall be regulated to eliminate pulling
and tearing of the bituminous mat. Unless otherwise permitted, placement of the mixture shall begin
along the centerline of a crowned section or on the high side of areas with a one-way slope. The mixture
shall be placed in consecutive adjacent strips having a minimum width of 12.5 feet except where edge
lanes require less width to complete the area. The longitudinal joint in one course shall offset the
longitudinal joint in the course immediately below by at least 1 foot (30 em); however, the joint in the
surface top course shall be at the centerline of the pavement. Transverse joints in one course shall be
offset by at least 10 feet (3 m) from transverse joints in the previous course.
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Transverse joints in adjacent lanes shall be offset a minimum of 10 feet (3 m).
On areas where irregularities or unavoidable obstacles make the use of mechanical spreading and
finishing equipment impractical, the mixture may be spread and luted by hand tools.
4014.11 COMPACTION OF MIXTURE. After placing, the mixture shall be thoroughly and
uniformly compacted by rolling. The surface shall be compacted as soon as possible when the mixture
has attained sufficient stability so that the rolling does not cause undue displacement, cracking or shoving.
The sequence of rolling operations and the type of rollers used shall be at the discretion of the Contractor.
The speed of the roller shall, at all times, be sufficiently slow to avoid displacement of the hot mixture
and be effective in compaction. Any displacement occurring as a result of reversing the direction of the
roller, or from any other cause, shall be corrected at once.
Sufficient rollers shall be furnished to handle the output of the plant. Rolling shall contin ue until the
surface is of uniform texture, true to grade and cross section, and the required field density is obtained
To prevent adhesion of the mixture to the roller, the wheels shall be kept properly moistened (and
scrapers used), but excessive water will not be permitted
In areas not accessible to the roller, the mixture shall be thoroughly compacted with hand tampers.
Any mixture that becomes loose and broken, mixed with dirt, contains check-cracking, or in any way
defective shall be removed and replaced with fresh hot mixture and immediately compacted to conform to
the surrounding area. This work shall be done at the Contractor's expense. Skin patching shall not be
allowed
401"4.12 JOINTS. The formation of all joints shall be made in such a manner as to ensure a
continuous bond between the courses and obtain the required density. All joints shall have the same
texture as other sections of the course and meet the requirements for smoothness and grade.
The roller shall not pass over the unprotected end of the freshly laid mixture except when necessary to
form a transverse joint. When necessary to form a transverse joint, it shall be made by means of placing a
bulkhead or by tapering the course. The tapered edge shall be cut back to its full depth and width on a
straight line to expose a vertical face prior to placing the adjacent lane. In both methods all contact
surfaces shall be given a tack coat of bituminous material before placing any fresh mixture against the
joint.
Longitudinal joints which are irregular, damaged, uncompacted, or otherwise defective shall be cut back
to expose a clean, sound surface for the full depth of the course. All contact surfaces shall be given a tack
coat of bituminous material prior to placing any fresh mixture against the joint.
MATERIAL ACCEPTANCE
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401-5.1 ACCEPTANCE SAMPLING AND TESTING. All acceptance sampling and testing
necessary to determine conformance with the requirements specified in this section will be performed by
the Engineer at no cost to the Contractor. Testing organizations performing these tests shall meet the
requirements of ASTM D 3666. All equipment in Contractor furnished laboratories shall be calibrated by
the testing organization prior to the start of operations.
a. Plant-Produced Material. Plant-produced material shall be tested for stability, flow,
and air voids on a lot basis. Sampling shall be from material deposited into trucks at the
plant or from trucks at the job site. A lot will consist of:
one day's production not to exceed 2,000 tons (1 814000 kg), or
a half day's production where a day's production is expected to consist of
between 2,000 and 4,000 tons (1 814000 and 3 628000 kg), or
similar subdivisions for tonnages over 4,000 tons (3 628 000 kg).
Where more t.\illl one plant is simultaneously producing material for the job, the lot sizes
shall apply separately for each plant.
(1) Samp6ng. Each lot will consist of four equal sublots. Sufficient material for
preparation of test specimens for all testing will be sampled by the Engineer on a
random basis, in accordance with the procedures contained in ASTM D 3665.
One set of laboratory compacted specimens will be prepared for each sub lot in
accordance with ASTM D 1559, paragraph 4.5, at the number of blows required
by paragraph 401-3.2, Table 1. Each set oflaboratory compacted specimens will
consist of three test portions prepared from the same sample increment.
The sample of bituminous mixture shall be put in a covered metal tin and placed
in an oven for not less than 30 nor more than 60 minutes to stabilize to
compaction temperature. The compaction temperature of the specimens should
be as specified in the job mix formula.
(2) Testing. Sample specimens shall be tested for stability and tbw in accordance
with ASTM D 1559, paragraph 5. Air voids will be determined by the Engineer
in accordance with ASTM D 3203.
Prior to testing, the bulk specific gravity of each test specimen shall be measured
by the Engineer in accordance with ASTM D 1126 using the procedure for
laboratory- prepared thoroughly dry specimens, or ASTM D 1188, whichever is
applicable, for use in computing air voids and pavement density.
For air voids determination, the theoretical maximum specific gravity of the
mixture shall be measured for each sublot in accordance with ASTM D 2041,
Type C, D, or E container. The value used in the voids computation for each
sub lot shall be base on the maximum specific gravity measurements for the
sublot.
The stability, flow for each sublot shall be computed by averaging the results of
all test specimens representing that sublot.
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(3) Acceptance. Acceptance of plant produced material for stability, flow, and air
voids shall be determined by the Engineer in accordance with the requirements of
paragraph 401-5.2b.
b. Field Placed Material. Material placed in the field shall be tested for mat and joint
density on a lot basis.
(1) Mat Density. The lot size shall be the same as that indicated, in paragraph 401-
5.1.a and shall be divided into four equal sublots. One core of finished,
compacted materials shall be taken by the Contractor from each sublot. Core
locations will be determined by the Engineer on a random basis in accordance
with procedures contained in ASTM D 3665. Cores shaD not be taken closer
than one foot from a transverse or longitudinal joint.
(2) Joint Density. The lot size shall be the total length of longitudinal joints
constructed by a lot of material as defined in paragraph 401-5.1a. The lot shall
be divided into four equal sub lots.
One core offmished, compacted materials shall betaken by the Contractor from
each sub lot. Core locations will be determined by the Engineer on a random
basis in accordance with procedures contained in ASTM D 3665.
(3) Sampling. Samples shall be neatly cut with a core drill. The cutting edge of the
core drill bit shall be of hardened steel or other suitable material with diamond
chips embedded in the metal cutting edge. The minimum diameter of the sample
shall be three inches. Samples that are clearly defective, as a result of sampling,
shall be discarded and another sample taken. The Contractor shall furnish all
tools, labor, and materials for cutting samples and filling the cored pavement.
Cored holes shall be filled in a manner acceptable to the Engineer and within one
day after sampling.
(4) Testing. The bulk specific gravity of each cored sample will be measured by the
Engineer in accordance with ASTM D 2726 or D 1188, whichever is applicable.
The percent compaction (density) of each sample will be determined by dividing
the bulk specific gravity of each sublot sample by the average bulk specific
gravity of all laboratory prepared specimens for the lot, as determined in
paragraph 401-5.1a(2).
(5) Acceptance. Acceptance of field placed material for mat density will be
determined by the Engineer in accordance with the requirements of paragraph
401-5.2c. Acceptance for joint density will be determined in accordance with the
requirements of paragraph 401-5.2d
c. Partial Lots - Plant-Produced Material. When operational conditions cause a lot to be
terminated before the specified number of tests have been made for the lot, or when the
Contractor and Engineer agree in writing to allow overages or other minor bnnage
placements to be considered as partial lots, the following procedure will be used to adjust
the lot size and the number of tests for the lot.
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The last batch produced where production is unexpectedly halted will be sampled and its
properties shall re considered as representative of the particular sublot from which it was
taken. Where three sublots are produced, they shall constitute a lot. Where one or two
sublots are produced, they shall be incorporated into the next lot and the total number of
sublots shall be used in the acceptance plan calculation, i.e., n = 5 or n = 6, for example.
d. Partial Lots - Field Placed Material. The lot size for field placed material shall
correspond to that of the plant material, except that in no cases less than (3) cored
samples shall be obtained, i.e., n = 3.
401-5.2 ACCEPTANCE CRITERIA.
a. General. Acceptance will be based on the following characteristics of the
bituminous mixture and completed pavement as well as the implementation of the
Contractor's Quaity Control plan and test results:
(1) Stability
(2) Flow
(3) Air voids
(4) Mat density
(5) Joint density
(6) Thickness
(7) Smoothness
(8) Grade
Stability, flow, and air voids will be evaluated for acceptance in accordance with
paragraph 401-5.2b. Mat density will be evaluated for acceptance in accordance with
paragraph 401-5.2c. Joint density will be evaluated for acceptance in accordance
with paragraph 401-5.2d.
Acceptance for mat density and air voids will be based on the criteria contained in
paragraph 401-5.2f(1). Acceptance for stability and flow will be based on the
criteria contained in paragraph 401-5.2f(2). Acceptance for joint density will be
based on the criteria contained in paragraph 401-5f(3). Thickness will be evaluated
by the Engineer for compliance in accordance with paragraph 401-5.2.f(4).
Acceptance for smoothness will be based on the criteria contained in paragraph 401-
5.2f(5). Acceptance for grade will be based on the criteria contained in paragraph
401-5.2f(6).
The Engineer may at any time, not withstanding previous plant acceptance, reject and
require the Contractor to dispose of any batch of bituminous mixture which is
rendered unfit for use due to contamination, segregation, incomplete coating of
aggregate, or improper mix temperature. Such rejection may be based on only visual
inspection or temperature measurements. In the event of such rejection, the
Contractor may take a representative sample of the rejected material in the presence
of the Engineer, and if he can demonstrate in the laboratory, in the presence of the
Engineer, that such material was erroneously rejected, payment will be made for the
material at the contract unit price.
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b. Stability, Flow, Air Voids. Acceptance of each lot of plant produced material for
stability, flow, and air voids shall be based on the percentage of material within
specification limits (PWL). The PWL plan considers the variability (standard
deviation) of the material and the testing procedures, as well as the average (mean)
value of the test results. If a material with high variability is produced, the production
target must be adjusted as outlined in paragraph 401-3.2 to achieve a PWL of 90 or
more.
c. Mat Density. Acceptance of each lot of in-place pavement for mat density shall be
based on the percentage of material within specification limits (PWL). If a material
with high variability is produced, then a higher target density must be maintained in
order to achieve a PWL of 90 or more.
d. Joint Density. Acceptance of each lot of in-place pavement for joint density shall be
based on the percentage of material within specification limits (PWL). If a material
with high variability is produced, then a higher target density must be maintained in
order to achieve a PWL of 90 ((' more.
e. Percentage of Material Within Specification Limits (PWL). The percentage of
material within specification limits (PWL) shall be determined in accordance with
procedures specified in Section 110 of the General Provisions. The specification
tolerance limits(L) and (U) are contained in Table 5.
:t: Acceptance Criteria.
(1) Mat Density and Air Voids. If the PWL of the lot equals or exceeds 90
percent, the lot shall be acceptable. If the PWL is less than 90 percent, payment shall
be made in accordance with paragraph 401-8.1a.
(2) Stability and Flow. If the PWL of the lot equals or exceeds 90 percent,
the lot shall be "lcceptable. If the PWL is less than 90 percent, the Contractor shall
determine the reason and take corrective action. If the PWL is below 80 percent, the
Contractor must stop production and make adjustments to the mix.
(3) Joint Density. If the PWL of the lot equals or exceeds 90 percent, the
lot shall be acceptable. If the PWL is less than 90 percent, the Contractor shall
evaluate the method of compacting joints. If the PWL is below 80 percent, the
Contractor shall stop production until the reason for poor compaction can be
determined.
(4) Thickness. Thickness shall be evaluated for compliance by the Engineer
to the requirements shown on the plans. Measurements of thickness shall be made by
the Engineer using the cores extracted for each sublot for density measurement.
(5) Smoothness. The finished surfaces of the pavement shall not vary more
than 3/8 inch for the base course or 1/4 inch for the surface course. Each lot shall be
evaluated with a 12-foot (3.6 m) straightedge. The lot size shall be 2000 square yards
(square meters). Measurements will be made perpendicular and parallel to the
centerline at distances not to exceed 50 feet (15.2 m). When more than 15 percent of
all measurements within a lot exceed the specified tolerance, the Contractor shall
remove the deficient area and replace with new material. Sufficient material shall be
Key West International Airport June 2004
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removed to allow at least one inch of asphalt concrete to be placed Skin patching
shall not be permitted. High points may be ground off.
(6) Grade. The finished surface of the pavement shall not vary from the
gradelitte elevations and cross sections shown on the plans by more f1an 1/2 inch
(12.70 mm). The finished grade of each lot will be determined by running levels at
intervals of 50 feet (15.2 m) or less longitudinally and transversely to determine the
elevation of the completed pavement. The lot size shall be 2000 square yards (square
meters). When more than 15 percent of all the measurements within a lot are outside
the specified tolerance, the Contractor shall remove the deficient area and replace
with new material. Sufficient material shall be removed to allow at least one inch of
asphalt concrete to be placed. Skin patching for correcting low areas shall not be
permitted. High points may be ground off.
TABLE 5. ACCEPTANCE LIMITS STABILITY, FLOW, AIR VOIDS, DENSITY
Test Property Pavements Designed for Aircraft Gross Weights of 60,000 Lbs. or More
or Tire Pressure Greater than 100 Psi
Number of Blows: 75
Specification Tolerance
L
Stability, minimum
pounds 1800
Flow,O.OI-inch 8
Air voids total
mix (percent) 2.0
Density, percent 96.3
Joint density
(percent) 93.3
u
16
5.0
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June 2004
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401-5.3 RESAMPLING PAVEMENT.
a. GeneraL Resampling of a lot of pavement for mat density will be allowed if the
Contractor requests, in writing, within 48 hours after receiving the written test results from
the Engineer. A retest will consist of all the sampling and testing procedures contained in
paragraphs 401-5.1b and 401-5.2c. Only one resampling per lot will be permitted
(1) A redefined PWL shall be calculated for the resampled lot. The number of tests
used to calculate the redefined PWL shall include the initial tests made for that lot
plus the retests.
(2) The cost for resampling and retesting shall be borne by the Contractor.
b. Payment for Resampled Lots. The redefined PWL for a resampled lot shall be used to
calculate the payment for that lot in accordance with Table 6.
c. Outliers. If the tests within a lot include a very large or a very small value which appears
to be outside the normal limits of variation, check for an outlier in accordance with ASTM
E 178, at a significance level of 5 percent, to determine if this value should be discarded
when computing the PWL.
401-5.4 LEVELING COURSE. Any course used for truing and leveling shall meet the
requirements of paragraph 401-3.2 and 5.2b, but shall not be subject to the density requirements of
paragraph 401-5.2c and d The leveling course shall be compacted with the same effort used to achieve
density of the test section. The truing and leveling course shall not exceed a nominal thickness of 1-1/2
inches (37.5 mm).
CONTRACTOR QUALITY CONTROL
401-6.1 GENERAL. The Contractor shall develop a Quality Control Program in accordance
with Section 100 of the General Provisions. The program shall address all elements which effect the
quality of the pavement including, but not limited to:
a. Mix Design
b. Aggregate Grading
c. Quality of Materials
d. Stockpile Management
e. Proportioning
t: Mixing and Transportation
g. Placing and Finishing
h. Joints
I. Compaction
j. Surface smoothness
401-6.2 TESTING LABORATORY. The Contractor shall provide a fully equipped asphalt
laboratory located at the plant or job site. It shall be available for joint use by the Contractor for quality
control testing and by the Engineer for acceptance testing and must have adequate equipment for the
performance of the tests required by these specifications. The Engineer shall have priority in use of the
equipment necessary for acceptance testing.
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The effective working area of the laboratory shall be a minimum of 150 square.feet (14 square meters)
with a ceiling height of not less than 7.5 feet (2.3 meters). Lighting shall be adequate to illuminate all
working areas. It shall be equipped with heating and air conditioning units to maintain a temperature of
70 degrees F + 5 degrees (21 degrees C + 2.3 degrees C).
Laboratory facilities shall be kept clean and all equipment shall be maintained in proper working
condition. The Engineer shall be permitted unrestricted access to inspect the Contractor's laboratory
facility and witness quality control activities. The Engineer will advise the Contractor in writing of any
noted deficiencies concerning the laboratory facility, equipment, supplies, or testing personnel and
procedures. When the deficiencies are serious enough to be adversely affecting test results, the
incorporation of the materials into the work shall be suspended immediately and will not be permitted to
resume until the deficiencies are satisfactorily corrected.
401-6.3 QUALITY CONTROL TESTING. The Contractor shall perform all quality control tests
necessary to control the production and construction processes applicable to these specifications and as
set forth in the Quality Control Program. The testing program shall include, but not necessarily limited
to, tests for the control of asphalt content, aggregate gradation, temperatures, aggregate moisture, field
compaction, and surface smoothness. A Quality Control Testing Plan shall be developed as part cf the
Quality Control Program'..
a. Asphalt Content. A minimum of two extraction tests shall be performed per lot in
accordance with ASTM D 2172 or ASTM 6307 for determination of asphalt content. The
weight of ash portion of the extraction test, as descn'bed in ASTM D 2172, shall be
determined as part of the first extraction test performed at the beginning of plant
production; and as part of every tenth extraction test performed thereafter, for the duration
of plant production. The last weight of ash value obtained shall be used in the calculation
of the asphalt content for the mixture.
The use of the nuclear method for determining asphalt content in accordance with ASTM
D 4125 is permitted, provided that it is calibrated for the specific mix being used.
b. Gradation. Aggregate gradations shall be determined a minimum of twice per lot from
mechanical analysis of extracted aggregate in accordance with AASHTO T 30 and ASTM
C 136 (Dry Sieve). When asphalt content is determined by the nuclear method, aggregate
gradation shall be determined from hot bin samples on batch plants, or from the cold feed
on drum mix or continuous mix plants, and tested in accordance with ASTM C 136 (dry
sieve) using actual batch weights to determine the combined aggregate gradation of the
mixture.
c. Moisture Content of Aggregate. The moisture content of aggregate used for production
shall be determined a minimum of once per lot in accordance with ASTM C 566.
d. Moisture Content of Mixture. The moisture content of the mixture shall be determined
once per lot in accordance with ASTM D 1461.
e. Temperatures. Temperatures shall be checked, at least four times per lot, at necessary
locations to determine the temperatures of the dryer, the bitumen in the storage tank, the
mixture at the plant, and the mixture at the job site.
Key West International Airport
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Seal Coat Ramps, Marking, T/W 9 Rehabilitation,
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t: In-Place Density Monitoring. The Contractor shall conduct any necessary testing to
ensure that the specified density is being achieved. A nuclear gauge may be used to
monitor the pavement density in accordance with ASlM D 2950.
g. Additional Testing. Any additional testing that the Contractor deems necessary to
control the process may be performed at the Contractor's option.
h. Monitoring. The Engineer reserves the right to monitor any or an of the above testing.
401-6.4 SAMPLING. When directed by the Engineer, the Contractor shall sample and test any
material which appears inconsistent with similar material being sampled, unless such material is
voluntarily removed and replaced or deficiencies corrected by the Contractor. All sampling shall be in
accordance with standard procedures specified
401-6.5 CONTROL CHARTS. The Contractor shall maintain linear control charts both for
individual measurements and range (i.e., difference between highest and lowest measurements) for
aggregate gradation and asphalt content.
Control charts shall be posted in a location satisfactory to the Engineer and shall be kept current. As a
minimum, the control charts shall identify the project number, the contract item number, the test number,
each test parameter, the Action and Suspension Limits applicable to each test parameter, and the
Contractor's test results. The Contractor shall use the control charts as part of a process control system for
identifying potential problems and assignable causes before they occur. If the Contractor's projected data
during production indicates a problem and the Contractor is not taking satisfactory corrective action, the
Engineer may suspend production or acceptance of the material.
a. Individual Measurements. Control charts for individual measurements shall be
established to maintain process control within tolerance for aggregate gradation and
asphalt content. The control charts shall use the job mix formula target values as
indicators of central tendency for the following test parameters with associated Action and
Suspension Limits:
CONTROL CHART LIMITS FOR INDIVIDUAL MEASUREMENTS
Sieve
3/4 inch (19.0 mm)
Y2 inch (12.5 mm)
3/8 inch (9.5 mm)
No.4 (4.75 mm)
No. 16 (1.18 mm)
No. 50 (0.30 mm)
No. 200 (0.075 mm)
Asphalt Content
Action Limit
0010
+/-6%
6%
+/-6%
+/-5%
+/-13%
+/-2%
+/-0.45%
Suspension Limit
0010
+/-9%
+/-9%
+/-9%
+/-7.5%
+/-4.5%
+/-3%
+/-0.70010
b. Range. Control charts for range shall be established to control process variability for the
test parameters and Suspension Limits listed below. The range shall be computed for
each lot as the difference between the two test results for each control parameter. The
Suspension Limits specified below are based on a sample size of n = 2. Should the
Contractor elect to perform more than two tests per lot, the Suspension Limits shall be
adjusted by multiplying the Suspension Limit by 1.18 for n = 3 and by 1.27 for n = 4.
Key West International Airport
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June 2004
Seal Coat Ramps, Marking, T /W 9 Rehabilitation,
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CONTROL CHART LIMITS BASED ON RANGE
(Based on n = 2)
Sieve
Yz inch (12.5 mm)
3/8 inch (9.5 mm)
No.4 (4.75 mm)
No. 16 (1.18 mm)
No. 50 (0.30 mm)
No. 200 (0.075 mm)
Asphalt Content
Suspension Limit
11 percent
11 percent
11 percent
9 percent
6 percent
3.5 percent
0.8 percent
c. Corrective Action. The Quality Control Plan shall indicate that appropriate action shall
be taken when the process is believed to be out of tolerance. The Plan shall contain sets
of rules to gauge when a process is out of control and detail what action will be taken to
bring the process into control. As a minimum, a process shall be deemed out of control
and production stopped and corrective action taken, if:
(1) One point falls outside the Suspension Limit line for individual measurements or
range; or
(2) Two points in a row fall outside the Action Limit line for
individual measurements.
METHOD OF MEASUREMENT
401-7.1 MEASUREMENT. Plant mix bituminous concrete pavement shall be measured by the
number of tons (kg) of bituminous mixture used in the accepted work. Recorded batch weights or truck
scale weights will be used to determine the basis for the tonnage.
BASIS OF PAYMENT
408-8.1 PAYMENT. Payment for an accepted lot of bitumin ous concrete pavement shall be made at
the contract unit p~. ture and bituminous material adjusted according to
paragraph401-8.1a,. .dh... ..... . ..
The price shall be compensation for furnishing all materials, for all preparation, mixing, and placing of
these materials, and for all labor, equipment, tools, and incidentals necessary to complete the item.
Key West International Airport
P-40l-l9
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Seal Coat Ramps, Marking, T/W 9 Rehabilitation,
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b. Payment. Payment will be made under:
TESTING REQUIREMENTS
ASlM C 29
Unit Weight of Aggregate
ASlM C 88
Soundness of Aggregates by Use of Sodium Sulfate or Magnesium
Sulfate
ASlM C 117
Test Method for Materials Finer than 75-um (No.200) Sieve In
Mineral Aggregates by Washing
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June 2004
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ASlM C 131
ASlM C 136
ASlM C 183
ASlM C 566
ASlM D 75
ASlM D 995
ASlM D 118
ASlM D 1461
ASlM D 1559
ASlM D 2041
ASlM D 2172
ASlM D 2419
ASlM D 2489
ASlM D 2726
ASlM D 3203
ASlM D 2950
ASlM D 3665
ASlM D 3666
ASlM D 4125
ASlM D 4318
ASlM D 4791
Resistance to Abrasion of Small Size Coarse Aggregate by Use of
the Los Angeles Machine
Sieve or Screen Analysis of Fine and Coarse Aggregates
Sampling Hydraulic Cement
Total Moisture Content of Aggregate by Drying
Sampling Aggregates
Requirements for Mixing Plants for Hot-Mixed Hot-Laid Bituminous
Paving Mixtures
Bulk Specific Gravity of Compacted Bituminous Mixtures Using
Paraffin-Coated Specimens
Moisture or Volatile Distillates in Bituminous Paving MiXtures
Resistance to Plastic Flow of Bituminous Mixtures Using Marshall
Apparatus
Theoretical Maximum Specific Gravity and Density of Bituminous
Paving Mixtures
Quantitative Extraction of Bitumen from Bituminous Paving
Mixtures
Sand Equivalent Value of Soils and Fine Aggregate
Degree of Particle Coating of Bituminous-Aggregate Mixtures
Bulk Specific Gravity of Compacted Bituminous Mixtures Using
Saturated Surface-Dry Specimens
Percent Air Voids in Compacted Dense and Open Bituminous
Paving Mixtures
Density of Bituminous Concrete in Place by Nuclear Method
Random Sampling of Paving Materials
Inspection and Testing Agencies for Bituminous Paving Materials
Asphalt Content of Bituminous Mixtures by the Nuclear Method
Liquid Limit, Plastic Limit, and Plasticity Index of Soils
Flat or Elongated Particles in Coarse Aggregate
Key West International Airport
P-40l-2l
June 2004
Seal Coat Ramps, Marking, T/W 9 Rehabilitation,
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ASlM D 4867 Effect of Moisture on Asphalt Concrete Paving Mixtures
ASlM E 178 Practice for Dealing With Outlying Observations
AASHTO T 30 Mechanical Analysis of Extracted Aggregate
The Asphalt Institute's Mix Design Methods for Asphalt Concrete
Manual No.2 (MS-2)
The Asphalt Institute's Hot-Mix Recycling
Manual No. 20 (MS-20)
MATERIAL REQUIREMENTS
ASlM D 242
Mineral Filler for Bituminous Paving Mixtures
ASlM D 946
ASlM D 3381
Asphalt Cement for Use in Pavement Construction
Viscosity-Graded Asphalt Cement for Use in Pavement Construction
ASlM D 4552
Classifying Hot-Mix Recycling Agents
END OF ITEM P-401
Key West International Airport
P-40l-22
June 2004
Seal Coat Ramps, Marking, T/W 9 Rehabilitation,
and Environmental Mitigation
ITEM P-602
BITUMINOUS PRIME COAT
DESCRIPTION
602-1.1 This item shall consist of an application of bituminous material on the prepared base
course in accordance with these specifications and in reasonably close conformity to the lines shown
on the plans.
MATERIALS
602-2.1 BITUMINOUS MATERIAL. The types, grades, controlling specifications, and
application temperatures for the bituminous materials are given in Table 1. The Engineer shall
designate the specific material to be used
TABLE 1. BITUMINOUS MATERIAL
Application Temperatures \1 \
Type and Grade Specification Deg.F Deg.C
Emulsified Asphalt
SS-I, SS-lh ASTM D 977 70-160 20- 70
MS-2, HFMS-l ASTM D 977 70-160 20- 70
CSS-l, CSS-lh ASTM D 2397 70-160 20- 70
CMS-2 ASTM D 2397 70-160 20- 70
Cutback Asphalt
RC-30 ASTM D 2028 80+ 30+
-
RC-70 ASTM D 2028 120+ 50+
RC-250 ASTM D 2028 165+ 75+
\1\ The maximum temperature for cutback asphalt shall be that at which fogging occurs.
CONSTRUCTION METHODS
602-3.1 WEATHER LIMITATIONS. The prime coat shall be applied only when the existing
surface is dry or contains sufficient moisture to get uniform distribution of the bituminous material,
when the atmospheric temperature is above 60 F (15 C), and when the weather is not foggy or rainy.
Th~ temperature requirements may be waived, but only when so directed by the Engineer.
Key West International Airport
P-602-1 June 2004
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602-3.2 EQUIPMENT. The equipment used by the Contractor shall include a self-powered
pressure bituminous material distributor and equipment for heating bituminous material.
The distributor shall be designed, equipped, maintained, and operated so that bituminous material at
even heat may be applied uniformly on variable widths of surface at the specified rate. The
allowable variation from the specified rate shall not exceed 10 percent. Distributor equipment shall
include a tachometer, pressure gages, volume-measuring devices or a calibrated tank, and a
thermometer for measuring temperatures of tank contents. The distributor shall be self-powered and
shall be equipped with a power unit for the pump and full circulation spray bars adjustable laterally
and vertically.
A power broom and/or blower shall be provided for any required cleaning of the surface to be
treated.
602-3.3 APPLICATION OF BITUMINOUS MATERIAL. Immediately before applying the
prime coat, the full width of the surface to be primed shall be swept with a power broom to remove
all loose dirt and other objectionable material.
The bituminous material including solvent shall be uniformly applied with a bituminous distributor at
the rate of 0.25 to 0.50 gallons per square yard (1.20 to 2.40 liters per square meter) depending on the
base course surface texture. The type of bituminous material and application rate shall be approved
by the Engineer prior to application.
Following the application, the primed surface shall be allowed to dry not less than 48 hours without
being disturbed or for such additional time as may be necessary to permit the drying out of the prime
until it will not be picked up by traffic or equipment. This period shall be determined by the
Engineer. The surface shall then be maintained by the Contractor until the surfacing has been placed.
Suitable precautions shall be taken by the Contractor to protect the primed surface against damage
during this interval, including supplying and spreading any sand necessary to blot up excess
bituminous material.
602-3.4 BITUMINOUS MATERIAL CONTRACTOR'S RESPONSIBILITY. Samples of
the bituminous materials that the Contractor proposes to use, together with a statement as to their
source and character, must be submitted and approved before use of such material begins. The
Contractor shall require the manufacturer or producer of the bituminous materials to furnish material
subject to this and all other pertinent requirements of the contract. Only satisfactory materials, so
demonstrated by service tests, shall be acceptable.
The Contractor shall furnish vendor's certified test reports for each carload, or equivalent, of
bituminous material shipped to the project. The report shall be delivered to the Engineer before
permission is granted for use of the material. The furnishing of the vendor's certified test report for
the bituminous material shall not be interpreted as basis for final acceptance. All such test reports
shall be subject to verification by testing samples of materials received for use on the project.
Key West International Airport
P-602-2 June 2004
Seal Coat Ramps, Marking, TIW 9 Rehabilitation,
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602-3.5 FREIGHT AND WEIGH BILLS. Before the final estimate is allowed, the Contractor
shall file with the Engineer receipted bills when railroad shipments are made, and certified weigh
bills when materials are received in any other manner, of the bituminous materials actually used in
the construction covered by the contract. The Contractor s~ll not remove bituminous material from
the tank car or storage tank until the initial outage and temperature measurements have been taken by
the Engineer, nor shall the car or tank be released until the final outage has been taken by the
Engineer.
Copies of freight bills and weigh bills shall be furnished to the Engineer during the progress of the
work.
METHOD OF MEASUREMENT
602-4.1 The bituminous material for prime coat shall be measured by the gallon. Volume shall
be corrected to the volume at 60 F (15 C) in accordance with ASlM D 1250 for cutback asphalt, and
Table IV -3 of The Asphalt Institute's Manual MS-6 for emulsified asphalt.
BASIS OF PAYMENT
602-5.1 Payment shall be made at the contract unit price per gallon for bituminous p:ime coat. This
price shall be full compensation for furnishing all materials and for all preparation, delivering, and
applying the materials, and for all labor, equipment, tools, and incidentals necessary to complete this
item.
Payment will be made under:
Item P-602-5.1
Bituminous Prime Coat--per gallon
MATERIAL REQUIREMENTS
ASlM D 977
Emulsified Asphalt
ASlM D 2028
Asphalt, Cutback (Rapid Curing Grade)
ASlM D 2397
Cationic Emulsified Asphalt
TESTING REQUIREMENTS
ASlM D 1250
Petroleum Measurement Tables
Asphalt
Institute
Manual MS-6
Table IV-3
Temperature-Volume Corrections for Emulsified
Asphalts
END OF ITEM P-602
Key West International Airport
P-602-3 June 2004
Seal Coat Ramps, Marking, T/W 9 Rehabilitation,
and Environmental Mitigation
ITEM p- 603
BITUMINOUS TACK COAT
DESCRIPTION
603-1.1 This item shall consist of preparing and treating a bituminous or concrete surface with
bituminous material in accordance with these specifications and in reasonably close conformity to the lines shown
on the plans.
MAlERIAI.S
603-2.1 BTI1JMINOUS MATERIALS. The bituminous material shall be either cutback asphalt,
emulsified asphalt, or tar and shall conform to the requirements of Table 1. The type, grade, controlling
specification, and application temperature of bituminous material to be used shall be specified by the Engineer.
TABLE 1. BTI1JMINOUS MAlERIAL
Application Temperature
Type and Grade Specification Deg.F Deg.C
Emulsified Asohalt
S8-1, SS-lh ASTM D 977 75-130 25-55
CSS-I, CSS-Ih ASTM D 2397 75-130 25-55
Cutback Asphalt .
RC-70 ASTM D 2028 120-160 50- 70
Tar
- RTCB 5, RTCB 6 AASIITO M 52 60-120 15-50
CONSTRUCTION MEmODS
603-3.1 WEATHER LIMITATIONS. The tack coat shall be applied only when the existing surface is
dry and the atmospheric temperature is above 60 F (15 C). The temperature requirements may be waived, but
only when so directed by the Engineer.
603-3.2
material.
EQUIPMENT. The Contractor shall provide equipment for heating and applying the bituminous
The distributor shall be designed, equipped, maintained, and operated so that bituminous material at even heat may
be applied uniformly on variable widths of surface at the specified rate. The allowable variation from the specified
rate shall not exceed 10 percent. Distributor equiprnent shall include a tachorneter, pressure gages,
volume-measuring devices or a calibrated tank, and a thermometer for measuring temperatures of tank contents.
The distributor shall be self-powered and shall be equipped with a power unit for the pump and full circulation
Key West International Airport P-603-l June 2004
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spray bars adjustable laterally and vertically.
A power broom and/or blower shall be provided for any required cleaning of the surface to be treated.
603-3.3 APPLICATION OF BITUMINOUS MATERIAL. Immediately before applying the tack coat,
the full width of surface to be treated shall be swept with a power broom and/or airblast to remove all loose dirt
and other objectionable material.
Emulsified asphalt shall be diluted by the addition of water when directed by the Engineer and shall be applied a
sufficient time in advance of the paver to ensure that all water has evaporated before any of the overlying mixture
is placed on the tacked surface.
The bituminous material including vehicle or solvent shall be uniformly applied with a bitwninous distributor at the
rate of 0.05 to 0.15 gallons per square yard (0.24 to 0.72 liters per square meter) depending on the condition of
the existing surface. The type of bituminous material and application rate shall be approved by the Engineer prior
to application.
Following the application, the surface shall be allowed to cure without being disturbed for such peri..d of time as
may be necessary to permit drying out and setting of the tack coat. This period shall be determined by the
Engineer. The surface shall then be maintained by the Contractor until the next course has been placed. Suitable
precautions shall be taken by the Contractor to protect the surface against damage during this interval.
603-3.4 BITUMINOUS MATERlAL-CONTRACfOR'S RESPONSmn.rrY. Samples of the
bituminous material that the Contractor proposes to use, together with a statement as to its source and character,
must be submitted and approved before use of such DBterial begins. The Contractor shall require the
manufacturer or producer of the bituminous material to furnish material subject to this and all other pertinent
requirements of the contract. Only satisfactory materials so demonstrated by service tests, shall be acceptable.
The Contractor shall furnish the vendor's certified test reports for each carload, or equivalent, of bituminous
rnaterial shipped to the project. The report shall be delivered to the Engineer before permission is granted for use
of the material. The furnishing of the vendor's certified test report for the bituminous material shall not be
interpreted as a basis for final acceptance. AIl such test reports shall be subject to verification by testing samples
of material received for use <Xl the project.
603-3.5 FREIGHT AND WEIGH BILLS. Before the final estimate is allowed, the Contractor shall file
with the Engineer receipted bills when railroad shipments are made, and certified weigh bills when materials are
received in any other manner, of the bituminous materials actually used in the construction covered by the
contract. The Contractor shall not remove bituminous material from the tank car or storage tank until the initial
outage and temperature measurements have been taken by the Engineer, nor shall the car or tank be released until
the final outage has been taken by the Engineer. Copies of freight bills and weigh bills shall be furnished to the
Engineer during the progress of the work.
MEmOD OF MEASUREMENT
603-4.1 The bituminous material for tack coat shall be measured by the gallon. V olwne shall be corrected
to the volume at 60 F (15 C) in accordance with ASTM D 1250 for cutback asphalt, ASTM D 633 for tar, and
Table IV-3 of The Asphalt Institute's Manual MS-6 for emulsified asphalt. Water added to emulsified asphalt will
not be measured for payment.
BASIS OF PAYMENT
Key West International Airport
P-603-2
June 2004
Seal Coat Ramps, Marking, T/W 9 Rehabilitation,
and Environmental Mitigation
603.5-1 Payment shall be made at the contract unit price per gallon of bituminous material. This price
shall be full compensation for furnishing all materials, for all preparation, delivery, and application of these
materials, and for all labor, equipment, tools, and incidentals necessary to complete the item.
Payment will be made under:
Item P-603-5.1
Bituminous Tack Coat--per gallon
MA1ERIAL REQUIREMENTS
ASTM D 633
Volume Correction Table for Road Tar
ASTM D 977
Emulsified Asphalt
ASTM D 1250
Petroleum Measurement Tables
ASTM D 2028
Liquid Asphalt (Rapid-Curing Type)
ASTM D 2397
Cationic Emulsified Asphalt
AASlITO M 52
Tar for Use in Road Construction
Asphalt
Institute
Manual MS-6
Table IV-3
Temperature- Volume Corrections for Emulsified
Asphalts
END OF ITEM P-603
Key West International Airport
P-603-3
June 2004
Seal Coat Ramps, Marking, TIW 9 Rehabilitation,
and Environmental Mitigation
ITEM P-620 RUNWAY AND TAXIWAY PAINTING
DESCRIPTION
620-1.1 This item shall consist of the painting of numbers, markings, and stripes on the surface of
runways and taxiways applied in accordance with these specifications and at the locations shown on the
plans,_ or as directed by the .Engineer. ~ ~. . . '. ,<
-
MATERIALS
-
Key West International Airport
P-620-1
June 2004
Seal Coat Ramps, Marking, T/W 9 Rehabilitation,
and Environmental Mitigation
'f
Key West International Airport
P-620-2
June 2004
Seal Coat Ramps, Marking, T/W 9 Rehabilitation,
and Environmental Mitigation
Key West International Airport
P-620-3
June 2004
Seal Coat Ramps, Marking, TIW 9 Rehabilitation,
and Environmental Mitigation
CONSTRUCTION MEmODS
The mechanical marker shall be an aomizing spray-type marking machine suitable for application of
traffic paint. It shall produce an even and uniform film thickness at the required coverage and shall be
designed so as to apply markings of uniform cross sections and clear-cut edges without running or
spattering._. .',. .
. ~. u..~... :
620-3.3 PREPARATION OF SURFACE. Immediately before application of the paint, the surface
shall be dry and free from dirt, grease, oil, laitance, or other foreign material which would reduce the
bond between the paint and the pavement. The area to be painted shall be cleaned by sweeping and
blowing or by other methods as required to remove all dirt, laitance, and loose materials.
Paint shall not be applied to Portland cement concrete pavement until the areas to be painted are clean of
curing material. Sandblasting or high-pressure water shall be used to remove curing materials from
concrete surfaces.
Key West International Airport
P-620-4 June 2004
Seal Coat Ramps, Marking, T/W 9 Rehabilitation,
and Environmental Mitigation
Key West International Airport
P-620-5
June 2004
Seal Coat Ramps, Marking, T/W 9 Rehabilitation,
and Environmental Mitigation
620-3.6 PROTECTION. After application of the paint, all markings shall be protected from damage
until the paint is dry. All surfaces shall be protected from disfiguration by spatter, splashes, spillage, or
drippings of paint.
METHOD OF MEASUREMENT
6204.1 The quantity of runway and taxiway markings to be paid for shall be the number of square
feet of painting performed in accordance with the specifications and accepted by the Engineer.
BASIS OF PAYMENT
Payment will be made under:
. .
. .. .
. . ~ . . . .
. ..
':~~':~'. .. :S::.' . ~~.{'V. .. ^ . . ....:. .-t'. .-:-. " ," .:;.-.;.::;...i:=-,.
TESTING REQUIREMENTS
B::::f:::;:':::~'k_' ":;~:':;":;~~""':~":.1
. . . .
. . " .
~::::. '.<.::{:,,~::' -~:,.,::.:::.:~~:;.;::;.-" >>: .>>: . ....>>;.:::.:::::-. ::~.:':::::;...:' . '~::::;'_:_':
~::::..;..' :. .;.w'
Key West International Airport
P-620-6 June 2004
Seal Coat Ramps, Marking, T/W 9 Rehabilitation,
and Environmental Mitigation
MATERIAL REQUIREMENTS
END OF ITEM P-620
Key West International Airport
P-620-7
June 2004
Seal Coat Ramps, Marking, TIW 9 Rehabilitation,
and Environmental Mitigation
ITEM SOOl
mERMOPLASTIC COAL-TAR EMULSION SLURRY SEAL
1. DESCRIPTION
2. MATERIALS
Samples of aggregates shall be submitted by the Contractor prior to the start of production. During
production, the sampling points intervals will be designated by the engineer. The samples will be the basis
of approval from the standpoint of the quality requirements of the section.
2.2 BITIJMINOUS MATERIALS. The emulsion material shall be a thermoplastic coal tar emulsion
made up of polymer resins and coal-tar conforming to the requirements of ASlM D 3320. The
thermoplastic emulsion shall be manufactured as a complete product, which can be tested at the
manufacturing plant. The water content of the emulsion shall not exceed 48% .:t 1 % when tested in
accordance with ASlM 0244, paragraph 3. A dried film of emulsion shall contain a minimum of 89010 of
the combination of the polymerized coal-tar with the remaining percentage being inorganic filler. The
dried emulsion shall have a softening point greater than 212 degrees F (100 degrees C) when tested in
accordance with ASlM D36. A film of the dried emulsion material, eight (8) mils thick, shall stretch five
(5) times its original length at 70 degrees F (21 degrees C) without breaking and recover 35% of this
length in one minute.
Key West International Airport
SOOl-l
July 2004
Seal Coat Ramps, Marking, T/W 9 Rehabilitation,
and Environmental Mitigation
3. COMPOSITION AND APPLICATION
3.1 COMPOSITION. The aggregate shall be mixed with the thermoplastic emulsion at the following
rates of pounds of aggregate per gallon of emulsion.
4. TEST SECTION
4.1 PLACEMENT. Prior to full production, the Contractor shall prepare a quantity of mixture sufficient
to place a test section of approximately 250 square yards at the application rate specified in paragraph 3.3.
The area to be tested will be desi ted b the En . eer and will be located on a resentative section of
the avement to be treated.
The test section should be used to verify the adequacy of the mixture and to determine the exact
application rate. The same equipment and method of operations shall be used on the test section as will be
used on the remainder of the work. If the text section should prove to be unsatisfactory, the necessary
Key West International Airport
8001-2
July 2004
Seal Coat Ramps, Marking, T/W 9 Rehabilitation,
and Environmental Mitigation
5. CONSTRUCTION MElHODS
5.1 WEATHER LIMITATIONS. The slurry seal shall be applied only when the surface is dry and the
atmospheric and pavement temperature is above 50 degrees F (10 degrees C) It should not be applied
when the humidity (rain, dew, etc.) or impending weather conditions will not allow proper curing.
5.2 EQUIPMENT AND TOOLS. Descriptive information on the mixing and applying equipment to be
used, shall be submitted to the Engineer prior production. All methods employed in performing the work
and are equipment, tools, and machinery used for handling materials and executing any part of the work
shall be subject to the approval of the Engineer before the work is started.
The- slurry machine shall be a continuous-flow mixing unit capable of delivering predetermined quantities of
emulsion, aggregate and, if necessary, water to the mixing chamber and discharging the thoroughly mixed
slurry to the pavement on a continuous basis. The slurry machine shall deliver the materials to a mixing
chamber in a constant proportion in a manner not dependent on power plant or vehicle speed. The slurry
machine shall be equipped with a water spray bar capable of fogging the pavement surface with up to 0.05
gallons of water per square yard.
(2) Batch-Mixing Machine. The batch-mixing machine shall be a truck-mounted 500 to 1,000 gallon tank
containing suitable driven mixing blades to combine predetermined quantities of thermoplastic emulsion,
aggregate, and if necessary, water to create a homogeneous slurry.
It shall be equipped with a water tank and pump necessary to supply and be capable of delivering a
constant volume of water to a spray bar. The spray bar shall be capable to fogging the pavement surface
with up to 0.05 gallons of water per square yard.
Key West International Airport
s001-3
July 2004
Seal Coat Ramps, Marking, TIW 9 Rehabilitation,
and Environmental Mitigation
(5) Auxiliary Eauioment. Other tools or equipment such as power brooms, power blowers, arr
compressors, hand brooms, hand squeegees, etc., shall be provided as required.
5.3 PREP ARA nON OF PAVEMENT. Prior to placing the slurry seal, unsatisfactory areas shall be
repaired and the surface shall be cleaned of dust, dirt or other loose foreign matter. Any standard cleaning
method will be acceptable except that water flushing will not be permitted in areas where considerable
cracks are present in the pavement surface.
(a) Any painted stripes which are raised above the pavement surface greater than 1/16 inch when
applying the Type C mix, 1/4 inch when applying the Type A & B mix, shall be ground to the level of the
surrounding pavement before applying the slurry seal. All thermoplastic marking stripes shall be removed.
The engineer shall make the determination of which lines shall be treated.
(c) Oil spots shall be treated by scraping off excess oil, heating with a torch, brushing loosened material
away and primed with a solvent type polymeric primer.
Key West International Airport
8001-4
July 2004
Seal Coat Ramps, Marking, T/W 9 Rehabilitation,
and Environmental Mitigation
(f) A minimum period of 30 days shall elapse between the placement of a bituminous surface course filler
and the application of slurry.
5.4 APPLICATION OF TACK COAT. Following preparation of the pavement, a tack coat of
thermoplastic emulsion diluted with 50010 water, shall be applied at a minimum rate of 0.05 gallons per
square yard, (prior to dilution) to the entire area to receive the slurry application.
5.5 APPLICATION OF SLURRY SEAL. The surface shall be pre-wet by fogging ahead of the
spreader box. Water used in pre-wetting the surface shall be applied at such a rate that the entire surface
is damp with no apparent flowing water in front of the spreader box. The slurry shall be of a desired
consistency when deposited on the surface with no additional element added. A sufficient amount of
slurry shall be carried in the spreader box at all times so that even distribution is obtained. No clumped or
unmixed aggregate shall be permitted. No segregation of the emulsion and aggregate will be permitted. If
this occurs the applied slurry will be removed from the pavement surface and reapplied in accordance with
these specifications.
Hand squeegees may be used in areas which are inaccessible to the machine. The Contractor shall follow
the Manufacturers recommendations should be followed regarding application by spraying or squeegee
method.
Upon completion of the work, the slurry shall have covered the surface evenly with no bare spots. There
should be no excessive buildup or unsightly appearance or longitudinal transverse joints.
Key West International Airport
SOOl-5
July 2004
Seal Coat Ramps, Marking, T /W 9 Rehabilitation,
and Environmental Mitigation
5.9 CONTRACTOR'S CERTIFICATION. The Contractor shall furnish the manufacturer's certification
that each consignment of thermoplastic emulsion shipped to the project meets the requirements of
paragraph 2.2. The Contractor shall submit a certification that the emulsion proposed, has been in field use
for a minimum of ~ years. The Contractor shall furnish a certification demonstrating his experience in
the application of the thermoplastic coal-tar emulsion slurry seal for a minimum of two (2) years.
Key West International Airport
s001-6
July 2004
Seal Coat Ramps, Marking, T/W 9 Rehabilitation,
and Environmental Mitigation
i
I
S-002
ENVIRONMENTAL MITIGATION
FOR WORK IN MOSQUITO DITCHES
SPECIFICATIONS FOR PLANTING BLACK MANGROVES
',--
1) The Work: The Work shall include, but not be limited to, furnishing and installing
thirty-three (33) Black Mangroves (Avicennia germinans) (plantings) and all other incidental
material necessary for the successful planting of the specified material; the removal of trash and
debris generated by the Work; the application of aluminum tags identifying each of the planted
specimens, and providing as-built drawings to the Engineer showing the location of the planted
material. All Work shall be in accordance with the general specifications for the Project and
applicable federal, State and local rules and regulations.
2) Location: The Contractor shall furnish and install (plant) on lOft. centers, or as indicated
in the field, thirty-three (33) Black Mangroves (Avicennia germinans) in the general area shown
on Figure I, below. Actual location to be determined in the field with the Engineer.
Figure 1: Area within yellow polygon indicates general location for planting of33 Black
Mangroves (Avicennia germinans).
3) Plant Specifications: Black mangroves shall be nursery grown; 2-3 ft. tall in 1-3 gallon
buckets; well formed and healthy. Root-bound rmterial will not be accepted.
Contractor shall furnish the Engineer copy of the Nursery Certification or purchase receipt
indicating the selling nursery. Engineer retains the right to inspect and reject any and all plant
Key West International Airport
S-002-1 July 2004
Seal Coat Ramps, Marking, TIW 9 Rehabilitation,
And Environmental Mitigation
material found unsatisfactory, pror to installation. In the event the specified material is not
available the Contractor shall inform the Engineer in writing, and at the Contractor's option
provide a list of substitute material. Substitute material may not be used without the Engineers
approval in writing.
4) Installation: No wetland planting shall occur prior to authorizatio'n in writing b~ the
Engineer. The Contractor shall deliver and install the plant material within 24 hours of delivery
to the site. If necessary, plants may be stored for no longer than 24 hours on-site in a location
satisfactory to the Engineer. Stored plant material shall be watered and shaded. The Contractor
shall take full responsibility for stored material. The Contractor shall install the plant material
in accordance with their natural zonation relative to the high and low tide mark.; Installation
shall be at the beginning of the low tide cycle. Contractor shall take due cart, and make
provisions as necessary, to prevent the planted material from floating away at high tide.
5) . Turbidity Control: The Contractor shall not use mechanized equipment of any kind
within the planting area. The Contractor shall use due care while accessing the planting area and
while installing the material so as to minimize disturbance to the substrate.
6) Aluminum Tags: The Contractor shall furnish and install Double-Faced Aluminum
Tags; 3" x 7/8", with 6" wire, double holed; or approved equal. Contractor shall submit to the
Engineer two (2) samples of the tags for approval prior to installation. Contractor shall attach the
aluminum -tags with a "loose>fit" to a lateral branch of each mangrove plant installed so as to not
cause girdling of the branch. Each tag shall have the lettering "A-G" and the date of planting.
7) Guarantees: The Contractor shall guarantee 1 00% survivorship of all planted material
for a period of ninety (90) days upon acceptance by the Engineer from the date of Final
Completion of the Mitigation Planting.
8) Method of Measurement: The quantities for environmental mitigation to be paid for
under this section shall be per lump sum.
9) - Basis of Payment: This item will be paid for on the basis of the contract unit price per
lump sum, which price shall be full compensation for all labor, equipment, material, and
incidentals necessary to satisfactorily complete the item as specified. ....
Payment will be made under:
Item S-002-9.1
Environmental mitigation --cper lump sum
END OF SECTION 8-002
Key West International Airport
S-002-2 July 2004
Seal Coat Ramps, Marking, T/W 9 Rehabilitation,
And Environmental Mitigation
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REFERENCE PROJECTS OVER 5500,000
CONTRACT No. OWNER AMOUNT
E-2G17 Florida Department of Transportation - District Two $2,143,000
1109 South Marion Ave.
Lake City, Florida
(386) 758-3798
E-3G54 Florida Department of Transportation - District Three $1,000,000
P. O. Box 607.
Chipley, FL
(850) 638-0250
E-2F22 Florida Department of Transportation - District Two $ 916,100
1109 South Marion Ave.
Lake City, Florida
(850) 758-3798
E-5G57 Florida Department of Transportation - District Five $ 967,700
719 South Woodland Blvd.
Deland, FL
(386) 943-5523
CS-0167-02 City of Jacksonville, Florida $1,000,000+
(had for 5 years) Traffic Engineering Division
City Hall
Jacksonville, FL
(904) 387~8877
INDEPENDENT AUDITORS' REPORT
FINANCIAL STATEMENTS:
Balance Sheets
Statements of Income aild Retained Earnings
Statements of Cash Flows
Notes to Financial Statements
CONTENTS
PAGE
1
2
3
4
5
Masters
0mith&
Wisby,PA.
CERTIFIED PUBLIC ACCOUNTANTS
AND BUSINESS CONSULTANTS
John L. Smith, CPA
Gary W. Lee, CPA
Steven D. Rawlins, CPA
Gary M. Huggett, CPA
Jeffrey F. Scales, CPA
INDEPENDENT AUDITORS' REPORT
Board of Directors
Ameriseal of Northea.st Florida, Inc.
1 acksonville, Florida.
We have audited the accompanying balance sheets of Ametiseal of Northeast Florida, Ine. as of December 31,
2003 and 2002, and the related statements of income and retained ~:rnings, and cash flows for the years then _
ended These financial statements are the responsibility of the Company's management Our responsibility is
to express an opinion on these financial statements based on our audits.
We conducted our audits in accordance with auditing standards generally accepted in the United States of
America. Those standards require that we plan and perfonn the audit to obtain reasonable assurance about
whether the financial statements are free of material misstatement. An audit includes t'Tl1lT1inlng. on a test
basis, evidence supporting the amounts and disclosures in the financial statements. An- audit also includes
assessing the accounting principles- used and significant estimates made by management,- as well. as evaluating
the overall financial statement presentation. We believe that our audits provide a reasonable basis for our
opinion.
In our opinion, the financial statements refetted to above present fairly, in all material respects, the financial
position of Ameriseal of Northeast Florida, Ine. as of December 31, 2003 and 2002, and the results of its
operations and its cash flows for the years then ended, in confonnity with accounting principles generally
accepted in the United States of America.
- / r'- frJ' ~- fef,
~fy;iJ~~~ fjVf'tJ\
Certified Public Accountants
March 5, 2004
MIDTOWN CENTRE, SUITE 300 . 4811 BEACH BOULEVARD . TAC.t<:SONVTT.T _F R rmm A -:n'Jm
December 31
LIABILITIES AND STOCKHOLDERS' EQUITY 2003 2002
Current Liabilities:
Notes payable .$ 1,349,972 .$ 1,415,465
Accounts payable and accrued expenses 575,547 949,824
Current portion oflong-tenn debt 133,371 107,247
Total Current Liabilities 2,058,890 2,472,536
Long-Term Debt:
Long-term debt 562,858 386,946
Less, portion due within .one year included in
cut:rent liabilities 133,371 107,247
Total Long-Term Debt 429,487 279,699
StockholderS' Equity:
Common stock, par value $1; authorized 1,000
shares; 300 shares issued and outstanding 300 300
Additional paid-in capital 174,700 174,700
Retained earnings 886,564 691,063
Total Stockholders' Equity 1,061,564 866,063
Total Liabilities and Stockholders' Equity $ 3,549,941 .$ 3,618,298
See notes to financial statements
:2
AMERISEAL OF NORTHEAST FLORIDA, INe.
BALANCE SHEETS
ASSETS
Current Assets:
Cash and cash equivalents
Accounts'recei:vable, trade (allowance for doubtful
accounts not considered necessary)
Inventory
ToW CUttentAssets
Other Assets:
Deposits
Property, Machinery and Equipment, At Cost
L~ehold improvements
Vehicles -
Office equipment
:Machinery and equipment
Manufacturing equipment
Less, accumulated depreciation
ToW Property, Machinery and Equipment
T ota! Assets
See notes to financial statements
2
December 31
2003
2002
$
750
$
750
2,193,935
2,226,769
295,584
347,795
2,490,269
2,575,314
11,770
11,770
166,749 159,849-
1,151,074 930,753
20,497 21,868
1,329,742 1,185,977
104,934 104,934
2,772,996 2,403,381
1,725,094 1,372,167
1,047,902 1,031,214
$ 3,549,941 $ 3,618,298
---.l1lI
I
I
I
I
I
I
I
I
I
I
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II
II
II
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AMERlSEAL OF NORTHEAST FLORIDA, INC.
STATEMENTS OF INCOME A.ND RETAINED EARNINGS
Years. Ended December 31
2003 2002
Revenue:
Sales
$
8,970,329
$
8,177,589
Cost and Expenses:
Materials and supplies
Salaries and wages
Depreciation and amortization
Interest
Rent
Other costs and expenses
3,073,599 2,501,802
1,366,790 1,333,587
352,927 269,476
68,860 66,202
240,231 226,759 "
3,290,428 3,218,975
8,392,835 7,616,801
577,494 560,788
691,063 478,193
1,268,557 1,038,981
381,993 347,918
$ 886,564 . $ 691,063
Total Cost and Expenses
Net Income
Retained Earnings, Beginning of Year
Less, Distributions to Stockholders
Retained Earnings, End of Year
See notes to financial statements
3
-
ALY1ERISEAL OF NORTHEAST FLORIDA, INC.
STATEMENTS OF CASH FLOWS
Years Ended December 31
2003 2002.
Cash Flows from Operating Activities:
Net income $ 577,494 $ 560,788
Adjustments to reconcile net income to net
cash flows from operating activities:
Depreciation and amortization 352,927 269,476
Changes in operating assets and liabilities:
Accounts receivable 32,834 (1,015,072)
Inventory 52,211 69,345
Prepaid expenses 6,760
Accounts payable and accrued expenses (374,277) 384,252
Net Cash Flows from Operating Activities 641,189 275,549
Cash Flows from Investing Activities:
Purchase of vehicles, machinery and equipment (154,167) (109,988)
Net Cash Flows from Investing Activities (154,167) (109,988)
Cash Flows from Financing Activities:
Dismbutions to stockholders (381,993) (347,918)
Repayment of stockholder debt (261,412)
Net receipts from stockholders 100,522
Repayment oflong-tenn debt (140,058) (71,763)
Net (payments) borrowings on line of credit (65,493) 515,532
Net Cash Flows from Financing Activities (487,022) (165,561)
Net Change in Cash and Cash Equivalents
Cash and Cash Equivalents at Beginning of Year 750 750
Cash and Cash Equivalents at End of Year $ 750 $ 750
Supplemental Disclosure of Cash Flow Information:
Cash paid for:
Interest $ 68,860 $' 66,202
Noncash investing and financing activities: .
Equipment acquired by assuming liability $ 215,448 $' 265,200
See notes to financial statements
4
AMERISEAL OF NORTHEAST FLORIDA, INC.
NOTESTOF~ANCULSTATEMENTS
Years Ended December 31. 2003 and 2002
A Operations and Summarv of Significant Accounting Policies:
Ameriseal of Northeast Florida, Inc. (the Company) began operations on January 1, 1990. The Company is
located in St. Augustine, Flonda and engages in pavement rn~rk1ngs for commercial and governmental
enterprises primarilY' in the State of Florida.
Cash and Cash Equivalents:
For purposes of the statement of cash flows, the Company considers all highly liquid debt instruments
purchased with a matUrity of three months or less to be cash equivalents.
Accounts Receivable:
Accounts receivable are reported at the amount management expects to collect on balances outstanding at
year-end. Management monitors outstanding balances and writes off receivables to bad debt expenses when
it is determined that the accounts are uncollectible.
Inventor.y:
InventOl:Y is valued at cost (first-in, first-out method) or manet, whichever is lower.
D~reciation:
Property, machinery and equipment are being depreciated by the str2:ight-line method, over the following
estimated lives:
Years
Leasehold improvements ;
- Vehicles
Office equipment
Machinety and equipment
Manufacturing equipment
30-40
5-7
7-10
5-10
5-10
Depreciation expense for property, "machinety and equipment for the years ended December 31, 2003 and
2002 was $352,927 and,$269,476, respectivdy.
Mana,gement Estimates:
The preparation of financial statements in conformity with generally accepted accounting principles requires
management to make estimates and assumptions that affect the reported amounts during the reporting
period and at the date of the financial statements. Actual results could differ from those estiniates.
Revenue Recognition
Revenue from all contracts is recognized CUI:rently when invoiced Invoicing is done monthly on a rime and
material basis as the work is performed or for fixed fee contracts _ that approximates a percentage of
completion basis.
(continued)
5
AMERISEAL OF NORTHEAST FLORIDA, INC.
NOTESTOffNAN~STATEMENTS
Years Ended December 31. 2003 and 2002
(continued)
B. Inventories:
Inventories consist of the following:
Purchased supplies and materials
Finished goods and raw materials
c. Notes Pavable and Pledged Assets:
BottoWings against a $1,500,000 line-of credit agreement
with Wachovia Bank, collateralized by a general security
agreement covering all company recdV2bles and
invento~ as well as real estate owned by the company's.
shareholders person.ally, the note bears interest at the
lower of Libor plus 225% or Prime less .5%, payable
monthly, the interest nte at 12/31/03 was 3.37%
D. Long-Term Debt and Pledged Assets:
Equipment purchase contracts, due in monthly installments
totaling $14,970, including interest collateralized by
equip1J:?ent .
Notes payable to shareholder due December 24, 2005 with
interest at the lowest applicable fedetal rate
Maturities on the above debts are as follows:
December 31
2004
2005
2006
2007
2008
Thereafter
(continued)
6
2003
$'
149,273
146,311
$'
295,584
2003
$
1,349,972
$'
455,402
$'
107,456
562,858
Amount
$
133,371
86,639
92,371
143,021
107,456
$ 562,858
.....--
..-.:.::~~~f:~:'::;::':;:;~-~J~~'t4*~!Et~:~"~~:~7.~~:
2002
$'
181,182
166,613
$'
347,795
2002
$'
1,415,465
$
380,011
$
6,935
386,946
AMERISEAL OF NORTHEAST FLORIDA, INC.
NOTES TO FINANCIAL STATEMENTS
Years Ended December 31. 2003 and 2002
(continued)
E. Equipment Rental Expense:
The Company rents thirty three vehicles from various companies. Other costs and expenses :include rent
expense of approximately $373,000 and $322,000 for 2003 and 2002 Currently, rental payments ate
approximately $25,0~0 per month.
4t December 31, 2003, the Company was obligated under lease agreements requiring future payments as .
follows:
Year Ended December 31
2004
2005
2006
2007
200S
$
312,176
263,356
182,980
66,S39
17,698
$ 843,049
. E. Provision for Income Taxes:
The stockholders lttve elected to be t2xed under the pro~ons of Subchapter S of the Intemal Revenue
Code. Under .those prcrvisions, the Company does not provide for or pay federal and state' :income taxes.
The: stockholders include any Company taxable :income or loss :in their :individual :income t2x retums and ate
liable for any.related income taXes.
G. Rmplo.yee Benefits:
The Company has established a 401 (k) profit-sharing plan. for all employees that lttve completed one year of
service as defined by the plan agrc;ement The Company matches 25% of employee contrlbutions up to a
ma.x:in1um of six percent of gross wages, as provided in the plan. dOC1J%I.1ent The Company contributed
$13,531 and $16,827 under this agreement for 2003 and 2002, respectively.
H. Related Party Transactions. Facilities Rental Expenses:
Rental expense, including sales tax" was $240,231 and $226,759 for 2003 and 2002, respectively. The
Company's' operations are located at a facility :in St Johns County, Florida, which is owned by the
shareholders. The Company anticipates its future rental expense as follows:
December 31
2004
2005
2006
2007
2008
$
244,800
249,696
254,690
259,784
264,979
$ 1,273,949
7