HomeMy WebLinkAboutRunway Crack Sealing Daniel Field
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Augusta Richmond GA
DOCUMENT NAME: RUN w 4~/ e../tl'\C-K. C;S eAU N d bA'" I Ie L F i e'-D .
DOCUMENT TYPE: C. OtJ T dZA CT
YEAR: ll19 ~
BOX NUMBER: tp
FILE NUMBER: \ ~q 315
NUMBER OF PAGES:.
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SPECIFICA TIONS
AND
CONTRACT DOCUMENTS
RUNWAY CRACK SEALING
DANIEL FIELD
AUGUSTA, GEORGIA
GA. DOT NO. AP 99-9100-25(245)
JULY 1998
WK
DICKSON
1640 Powers Ferry Road
Bldg. 11, Suite 100
Marietta, GA 30067
770-955-5574
Charlotte, NC
Asheville, NC
Hickory, NC
Raleigh, NC
Wilmington, NC
Columbia, SC
WKD No. 98377.60
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TABLE OF CONTENTS
NOTICE TO BIDDERS .............................................................................. NTB-1 TO NTB-2
INSTRUCTIONS TO BIDDERS.................................................................... ITB-1 TO ITB-3
PROPOSAL......................................................................................................... P-1 TO P-4
CONTRACT........................................................................................................ C-1 TO C-3
PERFORMANCE BOND................................................................................ PB-1 TO PB-2
LABOR AND MATERIALS PAYMENT BOND.........................................LMB-1 TO LMB-2
GENERAL CONDITIONS............................................................................ GC-1 TO GC-15
PROJECT SPECIAL PROViSiONS............................................................... SP-1 TO SP-5
DIVISION I SPECIFICATIONS
01 000 MOBILIZATION ..... ..... ............. ................. .............................. .............. .01000-1 .
01010 SUMMARY OF WORK ....................................................... 01010-1 to 01010-2
01030 AIRPORT PROJECT PROCEDURES ...............................01030-1 to 01030-8
01040 PROJECT COORDINATION.............................................. 01040-1 to 01040-2
01070 ABBREVIATIONS AND SYMBOLS ................................... 01070-1 to 01070-2
01090 DEFINITIONS ..................................................................... 01090-1 to 01090-3
01150 MEASUREMENT AND PAYMENT .................................... 01150-1 to 01150-3
01300 SUBMITTALS ..................................................................... 01300-1 to 01300-5
01400 QUALITY CONTROL SERVICES ...................................... 01400-1 to 01400-2
01510 TEMPORARY FACiLITIES................................................. 01510-1 to 01510-2
01600 MATERIAL AND EQUiPMENT........................................... 01600-1 to 01600-5
01700 CONTRACT CLOSEOUT................................................... 01700-1 to 01700-2
01710 CLEANING AND DISPOSAL............................ ............... ................. ..... 01710-1
01720 PROJECT RECORD DOCUMENTS.................................. 01720-1 to 01720-2
01740 WARRANTIES AND BONDS .............................................01740-1 to 01740-2
DIVISION II SPECIFICATIONS
607 Joint and Crack Preparation and Sealing ......................................607-1 to 607-2
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11
NOTICE TO BIDDERS
Bid Item # 98-179 Runway Crack Sealing at Daniel Field Airport
Sealed proposals will be received by Augusta-Richmond County General Aviation
Commission, at the office of the Augusta-Richmond County Purchasing Director, 530
Greene Street, Room 605, Augusta, GA 30911, until 11 :00 am on Friday, October 9,
1998 and immediately thereafter publicly opened and read for the furnishing of labor,
material and equipment for Runway Crack Sealing at Daniel Field.
Complete plans, specifications and contract documents will be available for inspection in
the offices of the Augusta-Richmond Purchasing Department, 530 Greene Street, Room
605, Augusta, Georgia 30911, Associated General Contractors in Atlanta, Georgia, and
F. W. Dodge Corporation in Atlanta, Georgia, and in the office of the Engineer,
W. K. Dickson & Company, Inc., 1640 Powers Ferry Road, Suite 100, Marietta, Georgia
30067, (770) 955-5574 and at Daniel Field. Such plans and specifications and contract
documents may be obtained from the Engineer at a non-refundable cost of Seventy Five
Dollars ($75.00).
All Contractors are hereby notified that they must have proper licenses under the State
law for their trades. General contractors are notified that General Statutes of Georgia will
be observed in receiving and awarding general contracts.
The Georgia Department of Transportation has agreed to reimburse the Owner for
portions of the project costs. The Owner will not accept or consider proposals from any
contractor whose name, at the time of opening of bids or award, appears on the current
list of ineligible contractors published by the Comptroller General of the United States
under Section 5.6 (b) of the Regulations of the Secretary of Labor (29) CFR nor a
proposal from any firm, corporation, partnership or proprietorship in which an ineligible
contractor has a substantial interest. The Owner will not accept or consider a proposal
from any contractor who, at the time of the opening of bids or the award, is removed from
the Georgia Department of Transportation's list of prequalified contractors.
Each proposal shall be accompanied by a cash deposit or a certified check drawn on a
bank or trust company insured by the Federal Deposit Insurance Corporation in an
amount equal to not less than 10% of the proposal or a bid bond of 10% of the bid
executed by a surety company licensed under the laws of Georgia to execute such
bonds. The deposits shall be made payable to the Owner and shall be retained by the
Owner as liquidated damages in the event the successful bidder fails to properly execute
the contract within ten (10) days after the award and to give satisfactory surety as
required by law.
By submitting a bid the contractor certifies that he has under his direct control or at his
disposal the men, equipment, and materials required to execute this work as specified.
Lack of such control or availability of men, equipment and materials shall constitute failure
to properly execute the contract. Performance and Labor and Material Payment Bonds
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will be required for 100% of the contract price, with a surety or sureties legally authorized
to do business in the State of Georgia.
A bid may be withdrawn only as provided by the Georgia General Statutes. If a bid is
withdrawn within 90 days of the bid opening, the Proposal Guaranty shall be forfeited;
provided that, if the request to withdraw is made pursuant to G.S. 143-129.1 not later than
72 hours after the opening of bids and if the withdrawal is allowed, the owner may return
the proposal guaranty.
It is the wish of the Owner that minority businesses are given the opportunity to bid on
the various parts of the work. This desire on the part of the Owner is not intended to
restrict or limit competitive bidding or to increase the cost of the work. The Owner
supports a healthy free market system that seeks to include responsible businesses
and provide ample opportunity.for business growth and development.
The Owner reserves the right to reject any or all bids and to waive informalities and minor
irregularities.
Publish:
Augusta Chronicle - September 14, 22, 28 & October 2, 1998
Metro Courier - September 16, 1998
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INSTRUCTION TO BIDDERS
Proposals to be considered must be in accordance with the following instructions:
1. PROPOSALS
Proposals must be made in strict conformity with the "Proposal" provided and these
Instructions to Bidders. The Proposal should not be detached from the documents.
All blank spaces for bids and alternatives must be properly filled in (written in ink or
typed). Lump Sum prices shall be stated in figures. The total price for a bid item shall
also be stated in figures. The total amount bid shall be stated both in writing and in
figures in the proper place in the proposal form. The complete form shall be without
alterations or erasures. In case of conflict between words and numerals, the words,
unless obviously incorrect, shall govern.
The bidder shall complete the form of proposal as follows:
(A) If the documents are executed by a sole proprietor, that fact shall be evidenced by
the word "Owner" appearing after the name of the person executing them.
(B) If the documents are executed by a partnership, that fact shall be evidenced by the
word "Partner" appearing after the name of the partner executing them.
(C) If the documents are executed by a corporation, they shall be executed in the name
of the corporation by either the President or the Vice President and attested by the
Secretary or Assistant Secretary and its seal shall be impressed on each copy of the
documents.
(D) All signatures must be in ink and properly witnessed.
Proposals shall be addressed and delivered to the Airport Authority, enclosed in a sealed
envelope marked "Proposal" and bearing the title of the work, the name and business
address of the bidder, and the bidder's Contractor's License Number. It shall be the
responsibility of the bidder to deliver his bid to the proper official at the appointed time and
prior to the announced time for the opening of bids. Later delivery of the bid for any
reason shall disqualify the bid. A bidder may withdraw a bid 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.
Modification of bids will be acceptable only if delivered in writing (including telegram) to
Augusta-Richmond County prior to the time for opening of bids. Should the bidder find
discrepancies in or omissions from the drawings or documents, or should he be in doubt
as to their meaning, he shall at once notify the Engineer who, when necessary, will send
a written instruction to all bidders. Neither the Owner, the Engineer nor their
representatives will be responsible for any oral instruction. If plans and specifications are
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found to disagree after the contract is awarded, the Engineer shall be the judge as to
what was intended.
2. PROPOSAL GUARANTY
Each bid shall be accompanied by a cash deposit, or a certified check drawn on a bank or
trust company insured by the Federal Deposit Insurance Corporation, or a bid bond in an
amount equal to not less than TEN percent (10%) of the bid, said deposit to be retained
by the Owner as liquidated damages should the successful bidder fail to properly execute
the contract within ten (10) days after the award and to give satisfactory surety as
required by law.
3. ADDENDA
Any addenda to the contract documents issued during the time of bidding will be
considered a part of the contract documents and will become a part of the contract.
Receipt of addenda shall be acknowledged by the bidder on the proposal form.
4. AWARD OF CONTRACT
The award of the contract will be made to the lowest responsive and responsible bidder
as soon as practicable. The Owner reserves the right to reject any or all bids and to
waive informalities and minor irregularities. The Owner may require the apparent low
bidder to qualify himself to be a responsible bidder by furnishing financial statements,
experience in completion of similar projects, the names of holders of trade licenses and
similar information.
The Georgia Department of Transportation has agreed to reimburse the Owner for
portions of the project costs. The Owner will not accept or consider proposals from any
contractor whose name, at the time of opening of bids or award, appears on the current
list of ineligible contractors published by the Comptroller General of the United States
under Section 5.6 (b) of the Regulations of the Secretary of Labor (29 CFR Part 5) nor a
proposal from any firm, corporation, partnership or proprietorship in which an ineligible
contractor has a substantial interest.
5. 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 approved by the Owner.
6. PERFORMANCE AND LABOR AND MATERIALS PAYMENT BONDS
The Contractor shall furnish surety bonds in the form indicated in the contract documents
executed by a surety company authorized to do business in Georgia. Each such bond
shall be in an amount equal to one hundred percent (100%) of the contract price. A
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separate security shall be provided each for the faithful performance of the contract and
for the payment of all persons performing labor and furnishing materials in connection
therewith.
7. BIDS TO BE RETAINED
No bid shall be withdrawn within 90 days after the scheduled closing time for the receipt
of bids pending the execution of a contract by the successful bidder. Should the
successful bidder default and not execute a contract, the contract may be offered to the
next lowest and responsible bidder.
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PROPOSAL
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Mr. Larry E. Sconyers, Mayor
Augusta-Richmond County
Daniel Field
1775 Highland Avenue
Augusta, GA 30904
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"<, The undersigned, as bidder, hereby declares that the only person or persons interested in this proposal
?I as principal or principals is or are named herein and that no person other than those herein mentioned,
;:~:. has any interest in the proposal or in the contract to be entered into; thatthis proposal is made without
(-~ connection with any other person, company .or parti~s making a bid or proposal; and that it is in all .
t~i respects fair and in good faith without collusion or fraud. .
....- '
: :::' The bidder further declares that he has examined the site of the work a'nd informed himself fully in
::.'1. regard to all conditions pertaini.ng to the place where the work is to be done, that he has examined the
:.:. specifications for the work and contract-documents relative thereto, and'has read all special provisions
'".. .'1-- furnished prior to the opening of bids; that he has. satisfied himself relative'to the work performed. In
.: case of conflict between words and figures, the words will govern. .
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('11 The bidder proposes and agrees that if this proposal is / accepted, to contract with the Augusta-'
\.:. Richmond County in the. form of contract specified, to furnish all necessary transportation and labor
:~: : nece~sary to perform all construction in full' and complete agreement with the plans and specifications
'(I." C\ind contract documents to the full and entire satisfaction of Augusta-Richm. and County 'as computed ..
. from the schedule of unit prices hereinafter shown. The quantities of work shown by. unit prices are
approximations only and the contract price will-be based on the actuarquantities included in the work.
~. ., .
:'.:.1 The bidder agre~s not to withdraw his. bid within 90 days after the scheduled closing time for receipt of
.>'bids. '
"'.. .... r
,~. A bidd~~: shall be considered disqualified for al}yof the following. reasons, among others:
.. ..
."'.1. . (a) ~ubmitting m~~e than one propos,al'fromthe same partnership, firm or corporation under
..:' :.. the same or different name. . .' , , '.
. ,.
:~'I ' (b) Evidence of coliusion among bidders;' Bidders participating in such collusi~n shall be
" . d.isqualified as bidders for any future work of the Owner' until any such participating bidder has been
~.:tl reinstatE?d by the Owner as.a qualified bidder. \. ,
, The Owner reserves that right to reject any or all bids or sections thereof or to accept'such bids or
". sections thereof, as it appears in its judgment to be in the best interest of the Airport.
.. .. '. '. ".
Bidders are hereby notified that all bids 'may be rejected if the lowest responsible bid(s) received
,~.I exceed~ the Engineer's e~timate by more than 7% and it is determ~ned that an award of the contract
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~,~~::.would cause excessive inflationary impact. Nothing in this paragraph shall limit in any manner the
~~y~t.Owner's right to reject any and all bi~s if it appears in its judgment to be its best interest to do so. '.'
~~.. .
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~J::::--The bidder agrees, if.awarded the contract to commence work on the commencement date stated in
~;1~ the Notice to Proceed orwithin ten (10) days after such specified commencement date. ., .
I~,"'The bidder further agrees that in the qase of failure on his part'to execute said 'contract and the bonds
~Y.' required within ten (1 0) cons~cutivecalendar d~ys a~er .written notic~ i~ given of the award of the
~;i~. contract, the check, cash, or bid bond accompanYIng thiS bid shall be paid Into the hands of the Owner,
!~{:; as liquidated damages for such failure; otherwise, the check, cash, or bid bond accompanying this
~~='proposal sh~1I be returned to the undersigned.
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?}:I The undersigned hereby certifies to Augusta:Ri'chmond County that:
CERTIFICA TION
.
tbl1. . The undersigned has not been debarred from construction co~tracts pursuant to Executive
<,~ Order 11246 of 24 September 1965; and further certifies that the undersigned has assisted construction
~i('.' contracts pursuant to the said Executive Order.
~... .
~;~!ThiS .project and all work performed thereunder are SUbj~ct to the Clean Air Act and Federal Water
::'.. Pollution Control Act. .
i:... 2.'. The undersigned hereby certifies that any facility to be utilized in the performance of the work
~;~~..under thi~ contract is not listed on the EPA List of Violating Facilities.
y. . .
~~.;: 3. The undersigned certifies that, in the performance of the work under this contract, it will comply
;~.."Yith all requirements of Section 114 of the Clean Air Act and Section 308 of the Federal Water Pollution
":. Control Act and all regulations issued thereunder. . .
':.-,
::i::1 4.. '. The undersigned certifies that it will notify Augusta-Richmond County of the receipt of any
.):.ii.communication from the EPA indicating that a facility to be utilized for the performance of work under
r..... this contract is under consideration to be listed on th.e EPA list of Violating Facilities.
~~ii.
r:= 5. The undersigned certifies that it will include, or cause to be included, in any subcontract with
.,;.;.-.,., respect to this project which exceeds $1 00,000.00, the criteria and requirements in these paragraphs.
&~~!. '.' . . ....
:;~,. DEBARMENT. SUSPENSION. INELIGIBILITY. AND VOLUNTARY' EXCLUSION: .
'f::\.~.'" .
-..:;; ~ ,;::..
~;:.The bidder certifies, by submission of thisproposai Of acceptance of this contract, .that neither it nor its
i~~~ principals is presently debarred, suspended, proposed for debarment, declared ineligible; or voluntarily
J.~. excluded from participation in this transaction by any Federal department or agency. It further agrees
{I 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 or any lower tier
~W!!participant is unable to certify to this statement, it shall attach an explanation to this proposal.
...... .
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SASE' SID Contract Time: 14 Calendar Days
Liquidated Damages: $~DD.DDI Calendar Day
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. Contractor .. .., ...: . , .
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Title
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. SIGNATURE
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THE AMERICAN INS'IITUTE OF ARCHITECTS
. fl.... '~i i~ "l)
W
AlA ()ocument AJ 10
Bid 'Bond
. {
KNOW ALL MEN BY THESE PRESJNTS, that we
Wall Asphalt Services
as Principal, hereinafler called. Ihe Pri'ncipal, an.d
Markel Insurance Company
a corporation duly organized under the I;lWS of Ihe State 01 Illinois
as Surety, hereinalter called the Surety, are held allt! lirmly bound unto
Augusta - Richmond Co.
as Obligee, hereinalter called the Obligee. in the sum 01
10% of the amount bid
00
Dollar~ {$ 3 Z- 7 "3 - l.
lor the payment 01. which sum well and truly to he rJlolde. the solid Princiral and the said Surcly. bind
ourselves. our hClls. executors. .1UIllinistlalors. Su((cs~ors Jlld assigm. jointly and severally. lirmly by
these prcsen ts.
W HER E AS. the Princiral has suomillcd a b;d lor
Crack Seal Daniel Field
Augusta, GA
NOW. Tit E R Er 0 R E. if Ih~ Oblige~ ~h.1I ant-pI ,h~ hid 01 ,I". Poncil'dl dnO Ih~ Principdl Shdll. l'nler InlO 01 Conll.1CI
,,,ilh Ih~ Ohl;!\~~ in dCCOf(fdnc~ wilh Ihe Ie."''' "I "" h bid. ..nd .!:iv~ \UI h bond or bond, 01' rn..y l.e ,pecilil'd in the bidding
oi ConlrdCl Onrurnenl\ .....'Ih good dnd 'ullic;en'- ,u,ely fll' Ih.e fJilhr..1 prdorrnd"ce ..1 such Cnnl'dCl dnd fa, Ihe prompt
r.ymenl 01 lahor .1nd m.ol~ri.ll fu,ni,twd in I I If.' p'O~('(u,,"n "11"1'01. III in ,he I'vr.n' of Ihe 'o1ilurl' 01 .he P'.lIeip..1 10 ellie'
such ConlrdCl .nd Il,ve such bond 0' hond" 01 II". PfI'" 111011 ~hJII r.oy 10 Ihl! Oblil\ee Ihe dillcll'nc\: nol 10 c,ccro Ihe peno1lly
hereol br.lwer.n ,he dmoun' ~pecl/ied ;n' ~did h,d .1nd such 1.1' ge.r dlllounl fo' which Ihe Ohlige~ moly in good fd.lh conlr.ocl
with dnolhe' parly 10 perfo,m the WUlk cove,ed hy ,.1,,1 h,d. ,hen Ihi\ oulig.1liofl shall be null and VOId. olhelwise 10 'emain
in lull fOlce .1nd effect. . ..
Sigr,cd and scaled this 5th
October
19 98
day III
)JQi' ~w.e9fD
Wall Asphalt Services
I - ~ (Plinci,,~I'.
.--- _X vIJb
, ITillel
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O#'V,vG~
(ScalI
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Markel Insurance Company
ISurely)
rSedl1
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AlA DOCUMfNl AltO. BID BOlIO' AlA ~ . HBRlJAR) 1'170 10 · 1111 AMrRICMI
INSTl1lJH or AIIICIlIHCU, 17U N.Y. Ave" ~l W, w...~"Ir";H"'. fl c' /IWlI1It
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POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEY(S)-IN-FAcT
KNOW ALL MEN BY THESE PRESENTS: ~
That Markel Insurance Company ("Corporatio~"), a corporation organized and existing under the hiws of the State of Illinois, with
its main office at Shand Morahan Plaza in the City of Evanston, Illinois, and the administrative office at Richmond, Virginia, does
hereby no~inate, constitute and appoint, for the purpose stated herein, 1. Smith Lanier & Company,.Newnan, Georgia, acting
through its staff, Greg Keller or Suzanne Y. Sitler, its true and lawful attorney(s)-in-fact, with full power and authority to make,
execute and deliver, for and on its behalf as surety, and as its act and deed, in Illinois and States. where the C'lirparation is qualified
to act as an admitted insurer, all bonds, recognizances, undertakings, contracts of suretyship or other written ob ligations required
pursuant to the payment, bid, performance, license, permit and miscellaneous bond program developed by the Corporation with
a limit of liability not to exceed $5,000,000 per writing; and the execution of such bonds in pursuance of these presents shall be
as binding upon said Markel Insurance Company to all intents and purposes as if duly executed by its Chairman, Vice Chairman,
President and Chief Operating Officer, Executive Vice President, any Vice President, sealed with its corpqrate seal, and attested
by its Secretary or Assistant Secretary. . '
.This Power of Attorney and Certificate of Authority shall only be valid if evidencing original-or facsimile signatures and only if
the raised seal of the Corporation is affixed hereto; no copy, certified or otherwise, shall have any validity or effect. This Power
of Attorney and Certificate of Authority is made and executed by authority ofa resolution adopted by the Board of Directors, of
which the following is a true and ,exact copy'- -
"RESOL VED:
That, pursuant to Section 8.6 of the Corporation's Bylaws, the Chairman, Vice Chairman, President and Chief
Operating Officer, Executive Vice President, any Vice President, arid Secretary, and any Assistant Secretary
are hereby authorized and empowered as the Corporation's attorney-in-fact, to make and execute on behalf of
the Corporation, in Illinois and States where the Corporation is qualified to act as an admitted insurer, bonds,
recognizances, undertakings, contracts of suretyship or other written obligations required pursuant to the
paymerit, bid, performance, license, permit an~ miscellaneous bond program developed by the Corporation and
are further authorized and empowered to select and appoint individuals as its attorney-in-fact, with full power
and authority to make, execute and deliver, for and on its behalf as surety, and as its act and deed, in Illinois
and States where the Corporation is qualified as an admitted insurer, all bonds, recognizances, undertakings,
conqacts of suretyship or other written obligations required pursuant to the payment, bid, performance, license,
penn it and miscellaneous bond program developed by the Corporation; provided further, that the liability of
the Corporation on any such writing executed under this authority shall not exceed S5,000,000; also to execute
such instruments as may be necessary or proper in connection with the settlement of claims or the recovery of
reinsurance or salvage. - .
IN WITNESS WHEREOF, Markel Insurance Company has caused these presents to be signed by its duly authorized officer and
the Corporate Seat 'to be hereunto affixed this ~ day of Anri! , 19.22- '
MARKEL INSUR.o\NCE COMPANY
.BY'~ lu.~.
Garry W. Black, Vice President
COUNTY OF HENRICO )
COIv1MONWEALTH OF VIRGINIA)
The foregoing instrument was acknowledged before me this ~ day of April
Garrv W. Black - - '
\
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,1997 by
Cynthia C. Vayo, Notary Public
My Commission Expires: June 30, 2000.
CERTIFICATE
I, the undersigned, Assistant Secretary of MARKEL INSURANCE COMPANY, a stock corporation of the State of Illinois,
DO HEREBY CERTIFY that the foregoing and attached Power of Attorney and Certificate of Authority remains in full force
and has not been revoked; and furthermore, that the Standing Resolutions of the Board of Directors, as set forth in the
Certificate of Authority, are now in force.
Signed and Sealed. at the Home Office of the Company, in the City of Evanston, State pf lllinois, Dated this
5th. day of October ,19 98
~~Q.~.
By: Paula A. Francis, Assistant Secretary
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CONTRACT
THIS CONTRACT, made and entered into this day of , 19_, by and
between Augusta-Richmond /County, hereinafter called the Owner and Wall Asphalt
Services, hereinafter called the Contractor.
WITNESSETH: That the Contractor, for the consideration hereinafter fully set out, and
the Owner, for the construction of work performed, agree that:
1. Scope of Work: The Contractor shall furnish and deliver all the materials and perform
all the work in the manner and form as provided in the following enumerated plans,
specifications and contract documents which are attached hereto and made a part thereof
as if fully contained herein:
SPECIFICATIONS AND CONTRACT DOCUMENTS:
(a) Notice to Bidders
(b) Instructions to Bidders
(c) Proposal (as Accepted)
(d) Performance Bond and Labor and Materials Payment Bond
(e) General Conditions
(f) Project Special Provisions
(g) Technical Specifications
(h) Addendum NO.1 Dated
(i) Addendum No.2 Dated
2. The Contractor shall commence the work to be performed under this contract not later
than the date set by the Engineer in written notice to proceed, said date to be not less
than ten (10) days after issuance of notice.
- 3. The Owner hereby agrees to pay to the Contractor for the faithful performance of this
contract, subject to additions anddedl:Jctions as provided in the specifications or proposal,
in lawful money of the United States, such unit/or lump sum prices as are set forth in the
accepted Proposal for quantities of each item actually accomplished. The Contractor
shall repair or replace all defective work promptly and at no cost, charge or expense to
the Owner. The warranty and guaranty, as provided for in this paragraph, are in addition
to and not in limitation of any other bond, warranty or guaranty provided to the Owner by
the Contractor or by a manufacturer, supplier or otherwise, or any other cause of action,
right or remedy.
4. The Owner shall make partial payments to the Contractor on the basis of a duly
certified and approved estimate of work performed during the preceding calendar month
by the Contractor, less the specified retainage. All work must be performed strictly in
accordance with this Contract and all work is subject to acceptance by the Owner.
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5. Upon submission by the Contractor of evidence satisfactory to the Owner that all
payrolls, materials, bills and other cost incurred by the Contractor in connection with the
construction of the work have been paid in full, final payment on account of this Contract
shall be made within thirty (30) days after the completion by the Contractor of all work
covered by this Contract and the acceptance of such work by the Owner.
6. If at any time after the execution of this Contract and the bonds hereto attached; the
Owner shall deem the surety or sureties upon such bond or bonds to be unsatisfactory, or
if for any reason any such bond ceases to be adequate to cover the performance of the
work or the payment for labor or materials, the Contractor shall, at his expense and within
five (5) days after the receipt of notice from the Owner to do so, 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 Contract until such new or additional bonds shall have been
furnished in a manner and form satisfactory to the Owner.
7. In respect to each phase of the work and for one (1) year from and after the date on
which such phase is accepted for use by the Owner, or for such longer period as may be
provided for in any written warranty or guaranty, the Contractor warrants and guarantees
the work (including but not limited to all labor and materials in respect thereto); and the
Contractor shall repair or replace all defective work promptly and at no cost, charge. or
expense to the Owner. The warranty and guaranty, as provided for in this paragraph, are
in addition to and not in limitation of any other bond, warranty or guaranty provided to the
Owner by the Contractor or by a manufacturer, supplier or otherwise, or any other cause
of action, right or remedy.
8. The Owner may in its sole discretion suspend this Contract for ninety (90) days or
terminate this Contract at any time, whereupon the Contractor shall be paid only for the
work actually performed, the materials actually delivered to the job site, and the materials
specifically ordered by the Contractor for this project if such specifically ordered materials
cannot be returned to the manufacturer or supplier by the Contractor at no cost or
expense to the Contractor. (It is understood, however, that the Contractor shall return all
specifically ordered materials if the Owner agrees in writing to reimburse the Contractor
for all of the latter's costs and expenses incurred in so returning the materials.) The
Contractor shall not be entitled to recover any anticipated profits. This paragraph applies
only to those situations where the Owner suspends or terminates this Contract for
reasons other than the Contractor's performance or breach of or default under this
Contract.
9. This Contract is made and entered into in Augusta-Richmond County, Georgia, and
Georgia law shall govern and apply to this Contract. In the event of a dispute or disputes
between the parties hereto, and in the event litigation is instituted, such litigation shall be
commenced only in a state superior or district court in Augusta-Richmond County,
Georgia, and each party hereby waives any right or claim for a change of venue from
Augusta-Richmond County, Georgia.
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10. The parties hereto acknowledge, represent, state and warrant that they have signed
and executed this Contract under seal, that they have adopted their respective seals as
affixed to this Contract, and that they are executing this Contract with the intent that it
shall be a sealed instrument.
11. Regardless of which party hereto is responsible for the preparation and drafting of
this Contract, it shall not be construed more strictly against either party.
12. Whenever the context permits, words herein in any gender shall include the
masculine, feminine and neuter.
13. This Contract may not be assigned by the Contractor unless the Owner has
consented in writing to the assignment.
IN WITNESS WHEREOF, the Owner and Contractor hereto have executed this contract
under seal on the date first above written in six counterparts, each of which shall be
deemed an original contract.
WITNESS:
~~ RYlQ-
(As to Contractor) -r-
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WITNESS: # ~c.; ... ... "..~ ~ ~~
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ontractor)
B~~~DCJ_~
(Seal)
Auqusta-Richmond County
(Owner)
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PERFORMANCE BOND
Bond /I 101700
KNOW ALL MEN BY THESE PRESENTS: That Wall Asphalt Services, as Principal,
hereinafter called Contractor, and Markel Insurance Company as Surety, hereinafter
called Surety, are held and firmly bound unto Augusta-Richmond County, as Obligee,
hereinafter called Owner, in the amount of Thirty Two Thousand Nine Hundred and Thirty
Dollars ($32,930), for the payment whereof Contractor and Surety bind themselve~, their
heirs, executors, administrators, successors and assigns, jointly and severally, firmly by
these presents.
WHEREAS, Contractor has by written agreement dated , entered into a
contract with Owner for Runway Crack Sealing in accordance with Drawings and
SpeCifications prepared by W. K. Dickson & Company, Inc., which contract is by
reference made a part hereof, and is hereinafter referred to as the Contract.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if
Contractor shall promptly and faithfully perform said Contract, then this obligation shall be
null and void; otherwise it shall remain in full force and effect.
The Surety hereby waives notice of any alteration or extension of time made by the
Owner.
Whenever Contractor shall be, and declared by Owner to be in default under the
Contract, the Owner having performed Owner's obligations thereunder, the Surety may
promptly remedy the default, or shall promptly:
(1) Complete the Contract in accordance with its terms and conditions, or
(2) Obtain a bid or bids for completing the Contract in accordance with its terms ~nd
conditions, upon determination by Surety of the lowest responsible bidder, or, if the
. Owner elects, upon determination by the Owner and the Surety jointly of the lowest
responsible bidder, arrange for a contract between such bidder and Owner, and make
available as Work progresses (even though there should be a default or a succession of
defaults under the contract or contracts of completion arranged under this paragraph)
sufficient funds to pay the cost of completion less the balance of the contract price; but
not exceeding, including other costs and damages for which the Surety may be liable
hereunder, the amount set forth in the first paragraph hereof. The term "balance of the
contract price," as used in this paragraph, shall mean the total amount payable by Owner
to Contractor under the Contract and any amendments thereto, less the amount properly
paid by Owner to Contractor.
Any suit under this bond must be instituted before the expiration of (2) two years from the
date on which final payment under the Contract falls due.
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No right of action shall accrue on this bond to or for the use of any person or corporation
other than the Owner named herein or the heirs, executors, administrators or successors
of the Owner.
Signed and sealed this 19 th
day of October
.19 98
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(Witness)
Wall Asphalt Services
(Principal) (Seal)
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LABOR AND MATERIAL PAYMENT BOND
'.
KNOW ALL MEN BY THESE PRESENTS: That Wall Asohalt Services, as Principal,
hereinafter called Principal, and Markel Insurance Company as Surety, hereinafter
called Surety, are held and firmly bound unto Augusta-Richmond County, as Obligee,
hereinafter called Owner, for the use and benefit of claimants as here in below defined, in
the amount of Thirty Two Thousand Nine Hundred and Thirtv Dollars ($32,930), for the
payment whereof Principal and Surety bind themselves, their heirs, executors,
administrators, successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, Principal has by written agreement dated entered into a
contract with Owner for Runway Crack Sealing in accordance with Drawings and
Specifications prepared by W. K. Dickson & Company, Inc., which contract is by
reference made a part hereof, and is hereinafter referred to as the Contract.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if Principal
shall promptly make payment to all claimants as hereinafter defined, for all labor and
material used or reasonably required for use in the performance of the Contract, then this
obligation shall be void; otherwise it shall remain in full force and effect, subject, however,
to the following conditions:
1. A claimant is defined as one having a direct contract with the Principal or with a
Subcontractor of the Principal for labor, material, or both, used or reasonably required for
use in the performance of the Contract, labor and material being construed to include that
part of water, gas, power, light, heat, oil, gasoline, telephone service or rental or
equipment directly applicable to the Contract.
2. The above-named Principal and Surety hereby jointly and severally agree with the
Owner that every Claimant as herein defined, who has not been paid in full before the
expiration of a period of ninety (90) days after the date on which the last of such
- claimant's work or labor was done or performed, or materials were furnished by such
claimant, may sue on this bond for the use of such claimant, prosecute the suit to final
judgement for such sum or sums as may be justly due claimant, and have execution
thereon. The Owner shall not be liable for the payment of any costs or expenses of any
such suit.
3. No suit or action shall be commenced hereunder by any claimant.
a. Unless claimant, other than one having a direct contract with the Principal, shall
have given written notice to any two of the following: the Principal, the Owner, or the
Surety above-named, within ninety (90) days after such claimant did or performed the last
of the work or labor, or furnished the last of the materials for which said claim is made,
stating with substantial accuracy the amount claimed and the name of the party to whom
the materials were furnished, or for whom the work or labor was done or performed.
Such notice shall be served by mailing the same by registered mail or certified mail,
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postage prepaid, in an envelope addressed to the Principal, Owner, or Surety, at any
place where an office is regularly maintained for the transaction of business, or served in
any manner in which legal process may be served in the state in which the aforesaid
project is located, save that such service need not be made by a public officer.
b. After the expiration on one (1) year following the date on which Principal ceased
work on said Contract, it being understood, however, that if any limitation embodied in this
bond is prohibited by any law controlling the construction hereof, such limitation shall be
deemed to be amended so as to be equal to the minimum period of limitation permitted
by such law.
c. Other than in a state court of competent jurisdiction in and for the county or other
political subdivision of the state in which the Project, or any part thereof, is situated, or in
the United States District Court for the district in which the Project, or any part thereof, is
situated, and not elsewhere.
4. The amount of this bond shall be reduced by and to the extent of any payment or
payments made in good faith hereunder, inclusive of the payment by Surety of
mechanics' liens which may be filed of record against said improvement, whether or not
claim for the amount of such lien be presented under and against this bond.
Signed and sealed this 19th
~1A~ ~
(Witness)
day of Orrnhpr
.1998
Wall Asphalt Services
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(Title)
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Markel Insurance Company
(Surety) (Seal)
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- POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEY(S)-IN-FACT
KNOW ALL MEN BY THESE PRESENTS:
That Markel Insurance Company ("Corporation"), a corporation organized and existing under the laws of the State of Illinois, with
its main office at Shand Morahan Plaza in the City of Evanston, IIlinois, and the administrative office at Richmond, Virginia; does
hereby nominate, constitute and appoint, for the purpose stated herein, J. Smith Lanier & Company, Newnan, Georgia, acting
through its staff, Greg Keller or Suzanne Y. Sitler, its true and lawful attorney(s)-in-fact, with full power and authority to make,
execute and deliver, for and on its behalf as surety, and as its act and deed, in IIlinois and States where the Corporation is qualified
to act as an admitted insurer, all bonds, recognizances, undertakings, contracts of suretyship or other written obligations required
pursuant to the payment, bid, performance, license, pennit and miscellaneous bond program developed by the Corporation with
a limit of liability not to exceed $5,000,000 per writing; and the execution of such bonds in pursuance of these presents shall be
as binding upon said Markel Insurance Company to all intents and purposes as if duly executed by its Chainnan, Vice Chainnan,
President and Chief Operating Officer, Executive Vice President, any Vice President, sealed with its corporate seal, and attested
by its Secretary or Assistant Secretary.
This Power of Attorney and Certificate of Authority shall only be valid if evidencing original or facsimile signatures and only if
the raised seal of the Corporation is affixed hereto; no copy, certified or otherwise, shall have any validity or effect. This Power
of Attorney and Cel1ificate of Authority is made and executed by authority of a resolution adopted by the Board of Directors, of
which the following is a true and exact copy.
"RESOLVED:
That, pursuant to Section 8.6 of the Corporation's Bylaws, the Chainnan, Vice Chairman, President and Chief
Operating Officer, Executive Vice President, any Vice President, and Secretary, and any Assistant Secretary
are hereby authorized and empowered as the Corporation's attorney-in-fact, to make and execute on behalf of
the Corporation, in Illinois and States where the Corporation is qualified to act as an admitted insurer, bonds,
recognizances, undertakings, contracts of suretyship or other written obligations required pursuant to the
payment, bid, performance, license, permit and miscellaneous bond program developed by the Corporation and
are further authorized and empowered to select and appoint individuals as its attorney-in-fact, with full power
and authority to make, execute and deliver, for and on its behalf as surety, and as its act and deed, in Illinois
and States where the Corporation is qualified as an admitted insurer, all bonds, recognizances, undertakings,
contracts of suretyship or other written obligations required pursuant to the payment, bid, performance, license,
permit and miscellaneous bond program developed by the Corporation; provided further, that the liability of
the Corporation on any such writing executed under this authority shall not exceed S5,000,000; also to execute
such instruments as may be necessary or proper in connection with the settlement of claims or the recovery of
reinsurance or salvage.
IN WITNESS WHEREOF, Markel Insurance Company has caused these presents to be signed by its duly authorized officer and
the Corporate Seal to be hereunto affixed this ~ day of April, 19..21...
MARKEL INSURANCE COMPANY
By' ~ 11J. eR.JJ
Garry W. Black, Vice President
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The foregoing instrument was acknowledged before me this ~ day of Anril
Garrv W. Black
. 19..21.. by
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Cynthia C. Vayo, Notary Public
My Commission Expires: June 30, 2000.
CERTIFICATE
I, the undersigned, Assistant Secretary of MARKEL INSURANCE COMPANY, a stock corporation of the State of Illinois,
DO HEREBY CERTIFY that the foregoing and attached Power of Attorney and Cel1ificate of Authority remains in full force
and has not been .revoked; and furthermore, that the Standing Resolutions of the Board of Directors, as set forth in the
Certificate of Authority, are now in force.
Signed and Sealed at the Home Office of the Company, in the City of Evanston, State of Illinois, Dated this
19th day of October ,193L-.
~~a.~.
By: Paula A. Francis, Assistant Secretary
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GENERAL CONDITIONS
SCOPE
These "General Conditions" shall apply to the work as a whole and to each and
all branches of the work. Subcontractors shall be supplied with a copy of these
"General Conditions" and no arrangement or contracts with the subcontractors
are to be such as to conflict with same. They shall also apply to any
modifications or extra work.
DEFINITIONS
CONTRACT DOCUMENTS: The Contract Documents consist of the
Advertisement, Proposal, Contract, Instructions to Bidders, General Conditions,
Special Provisions, Specifications, and the Drawings, including all changes
incorporated therein before their execution. These form the Contract.
OWNER: The Party of the First Part in the accompanying Contract.
CONTRACTOR: The Party of the Second Part in the accompanying Contract.
SUBCONTRACTOR: The term "Subcontractor" as employed herein includes
only those having a direct contract with the Contractor; it includes one who
furnished material worked to a special design according to the Plans and
Specifications of this work, but does not include one who merely furnished
material not so worked.
DESIGN ENGINEER: Refers to W.K. Dickson & Co., Inc., the Engineer
appointed by the Owners to prepare the design, plans and specifications for the
project.
ENGINEER: The State Highway Engineer of Georgia, acting directly or through
his duly authorized representative.
WORK AT THE SITE OF PROJECT: Work to be performed including work
normally done at the location of the project. The term "work" of the Contractor or
Subcontractor includes labor or materials or both. "The work" as employed
herein means all work to be accomplished by the Contractor under the terms of
this contract.
PROJECT: The work included under this Contract consists in Contractor
furnishing all labor, plant, equipment and materials complete in strict accordance
with the Contract Documents.
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INSPECTION: Inspection shall be by a representative or representatives of
Georgia Department of Transportation assigned to observe the construction of
the project
WRITTEN NOTICE: Written notice shall be deemed to have been fully served if
delivered in person to the individual, or to an officer of the Corporation for whom
it is intended, or if delivered at or sent by mail to the last business address known
to him who gives the notice.
DECISIONS OF ENGINEER
The Engineer shall have general administration and direction of the work. When
directed by the Owner, they shall inform the Contractor to stop the work
whenever such stoppage may be necessary to insure the proper execution of the
Contract
The Engineer shall make decisions on all claims of the Contractor and on all
other matters relating to the execution and progress of the work or the
interpretation of the Contract Documents.
CONTRACTOR'S AND SUBCONTRACTOR'S INSURANCE
The Contractor shall not commence work under this contract until he has
obtained all the insurance required under this paragraph and such insurance has
been approved by the Owner, nor shall the Contractor allow any subcontractor to
commence work on his subcontract until the insurance required of the
subcontractor has been so obtained and approved.
(a) WORKMEN'S COMPENSATION INSURANCE: The Contractor
shall procure and shall maintain during the life of the contract
Workmen's Compensation Insurance for all of his employees to be
engaged in work on the project under this contract and, in case of
any such work sublet, the Contractor shall require the subcontractor
similarly to provide Workmen's Compensation Insurance for all of
the latter's employees to be engaged in such work unless such
employees are covered by the protection afforded by the
Contractor's Workmen's Compensation Statute, the Contractor
shall provide and shall cause each subcontractor to provide
adequate employer's general liability insurance for the protection of
such of his employees as are not otherwise protected.
(b) CONTRACTOR'S HOLD HARMLESS AGREEMENT: The General
Contractor shall be responsible from the time of signing the
Contract, or from the time of the beginning of the first work,
whichever shall be the earlier, for all injury or damage, of any kind
resulting from this work, to persons or property. The Contractor
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hereby assumes the obligation to save the Owner and Engineer
from every expense, liability or payment arising out of or through
injury to any person or persons including death, or damage to
property of any person or the County or State in which the work is
located, or to the Federal government, suffered through:
(1) Any act or omission of the Contractor or any subcontractor
or anyone directly or indirectly employed by or under the
supervision of any of them; or
(2) Arising out of any act or omission incident to the inspection
or supervision by the Owner or his representatives of the
work included in this contract.
(C) CONTRACTOR'S PUBLIC LIABILITY AND PROPERTY
DAMAGE INSURANCE AND VEHICLE LIABILITY INSURANCE:
The Contractor shall procure and shall maintain during the life of
this contract Contractor's Public Liability Insurance. Contractor's
Property Damage Insurance and Vehicle Liability Insurance in the
amounts of not less than $250,000 for injuries, including accidental
death, to anyone person, and subject to the same limit to each
person, in an amount of not less than $500,000 on account of one
accident, and Contractor's Property Damage Insurance in an
amount not less than $100,000 per accident and $200,000
aggregate.
The Contractor shall have Contractor's Protective Coverage for any
subcontractor's operation and he shall be responsible for securing
certificates of insurance coverage from all subcontractors who are
engaged in this work.
The Contractor shall include an endorsement incorporating the
Hold Harmless Agreement assumed by the Contractor under the
terms of this contract.
(D) SUBCONTRACTOR'S PUBLIC LIABILITY AND PROPERTY
DAMAGE INSURANCE: The Contractor shall require each of his
subcontractors to procure and maintain during the life of his
subcontract, Subcontractor's Public Liability and Property Damage
Insurance of the type specified in subparagraph (c) hereof, in
amounts approved by the Owner.
(E) SCOPE OF INSURANCE AND SPECIAL HAZARDS: The
insurance required under subparagraphs (b), (c) and (d) hereof
shall provide adequate protection for the Contractor and his
subcontractors, respectively, as well as the Owner, against damage
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claims which may arise from operations under this Contract,
whether such operations be by the insured or by anyone directly or
indirectly employed by him and, also, against any special hazards
which may be encountered in the performance of this contract.
(F) PROOF OF CARRIAGE OF INSURANCE: The Contractor shall
furnish the Owner with satisfactory proof of. carriage of the
insurance required.
LAWS
The Construction of said project shall, in all respects, conform to all applicable
requirements of State and local laws and ordinances.
ACCIDENT PREVENTION
Precaution shall be exercised at all times for the protection of persons (including
employees) and property and hazardous conditions shall be guarded against or
eliminated. The Contractor shall be responsible for ensuring that all
requirements of the Occupational Safety and Health Act are met.
REPORTS. RECORDS AND DATA
The Contractor shall submit to the Owner such schedules of quantities and costs,
progress schedules, payrolls, reports, estimates, records and other data as the
Owner may request concerning work performed or to be performed under this
contract.
TIME FOR COMPLETION AND LIQUIDATED DAMAGES
It is hereby understood and mutually agreed, by and between the Contractor and
the Owner, that the date of beginning, rate of progress, and the time for
completion of the work to be done hereunder are ESSENTIAL CONDITIONS of
this contract; it is further mutually understood and agreed that the work embraced
in this contract shall be commenced on a date to be specified in the work order.
The Contractor agrees that said work shall be prosecuted regularly, diligently,
and uninterruptedly at such rate of progress as will insure full completion thereof
within the time specified. It is expressly understood and agreed, by and between
the Contractor and the Owner, that the time for the completion of the same,
taking into consideration the average climatic range and usual industrial
conditions prevailing in this locality.
It is further agreed that time is of the essence of each and every portion of this
contract and of the specifications wherein a definite and certain length of time is
fixed for the performance of any act whatsoever; and where, under the contract,
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and additional time is allowed for the completion of any work, the new time limit
fixed by such extension shall be of the essence of this contract. Provided, that
the Contractor shall not be charged with liquidated damages or any excess cost
when the delay in completion of the work is due:
(1) To any preference, priority, or allocation order duly issued by the
Government;
(2) To unforeseeable cause beyond the control and without the fault or
negligence of the Contractor, including, but not restricted to, acts of
God, or of the public Enemy, acts of the Owner, acts of another
contractor in the performance of a contract with the Owner, fires,
floods, epidemics, quarantine restrictions, strikes, freight
embargoes, and unusually severe weather; and,
Provided further, that the Contractor shall, within seven (7) days from the
beginning of such delay, notify the Owner, in writing of the causes of the delay,
who shall ascertain the facts and extent of the delay and notify the Contractor
within a reasonable time of its decision in the matter.
CONSTRUCTION SCHEDULE AND PERIODIC ESTIMATES
Immediately after execution and delivery of the contract, and before the first
partial payment is made, the Contractor shall deliver to the Owner an estimated
construction progress schedule in a form satisfactory to the Owner, showing the
proposed date of commencement and completion of each of the various
subdivisions of work required under the Contract Documents and the anticipated
amount of each Monthly payment that will become due the Contractor in
accordance with the progress schedule. The Contractor shall also furnish, or
forms to be supplied by the Owner, (a) a detailed estimate giving a complete
breakdown of the contract price and (b) periodic itemized estimates of work done
for the purpose of making partial payment thereon. The costs employed in
making up any of these schedules will be used only for determining the basis of
partial payments and will not be considered as fixing a basis for additions to or
deductions from the contract price.
ACTION TIME ON CONTRACTOR PAY REQUESTS
This paragraph is intended to supersede all provisions of the Georgia Prompt
Pay Act (House Bill 837). The Owner intends to make timely payments to the
Contractor, following receipt of applications. Consideration shall be given to the
Owner's requirements for processing the Contractor's payment application. For
projects funded with Federal or State funds, payment may be delayed for thirty
calendar days, contingent upon reimbursement of the applicable funds to the
Owner from the Government Agency funding the project. Delays in payments in
excess of thirty days, caused by delay in Government reimbursement to Owner,
will not be subject to payment of interest
GC-5
EXTRAS
Without invalidating the contract, the Owner may order extra work or make
changes by altering, adding to or deducting from the work, the contract sum
being adjusted accordingly, and the consent of the Surety being first obtained
where necessary or desirable. All the work of the kind bid upon shall be paid for
at the price stipulated in the proposal, and no claims for any extra work or
materials shall be allowed unless the work is ordered in writing by the OWner or
its Engineer acting officially for the Owner, and the price is stated in such order.
ALTERATIONS. CHANGES. ETC.
All changes, alterations, or instructions in regard to any features of the work that
differs from the plans and specifications MUST be in writing in all cases, and no
verbal orders will be regarded as a basis for claims for extras.
All claims for extra work must be made in writing within five (5) days after the
instructions are issued; otherwise, it will be assumed that the instructions or
charges incur no additional cost.
No extra work is to be performed or any changes made that involve any extra
cost until the Engineers have authorized the Contractor to proceed, in writing,
except in emergency endangering life or property when the procedure shall be
set forth under "CHANGES IN WORK".
CHANGES IN WORK
No changes in the work covered by the approved Contract Documents shall be
made without having prior written approval of the Owner Charges or credits for
the work covered by the approved change shall be determined by one or more or
a combination of the following methods:
(1) Unit prices previously approved;
(2) An agreed lump sum;
(3) The actual cost of:
3. Labor, including foremen;
b. Materials entering permanently into the work;
c. The ownership or rental cost of construction plant and
equipment during the time of use on the extra work;
d. Power and consumable supplies for the operation of power
equipment; and
e. Insurance.
To the above cost there shall be added a fixed fee to be agreed upon but not to
exceed fifteen percent (15%) of the estimated cost of the work. The fee shall be
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compensation to cover the cost of supervision, overhead, bond, profit and any
other general expenses.
CLAIMS FOR EXTRA COST
No claim for extra work or cost shall be allowed unless the same was done in
pursuance of a written order of the Engineer, as aforesaid, and the claim is
presented with the first estimate after the changed or extra work is done. When.
work is performed under the terms of section "Changes in Work - (c)" of these
General Conditions, the Contractor shall furnish satisfactory bills, payrolls and
vouchers covering all items of cost and, when requested by the Owner, give the
Owner access to accounts relating thereto.
MATERIALS. SERVICES AND FACILITIES
(a) It is understood that, except as otherwise specifically stated in the
Contract Documents, the Contractor shall provide any pay for all
materials, labor, tools, equipment, water,' light, power,
transportation, superintendence, temporary construction of every
nature, and all other services and facilities of every nature
whatsoever necessary to execute, complete, and deliver the work
within the specified time.
(b) Any work necessary to be performed after regular working hours, on
Sundays or Legal Holidays shall be performed without additional
expense to the Owner.
PATENTS
(a) The Contractor shall hold and save the Owner and its officers,
agents, . servants, and employees harmless from liability of any
nature or king, including cost and expenses for, or on account of,
any patented or unpatented invention, process, article, or appliance
manufactured or used in the performance of the contract, including
its use by the Owner, unless otherwise specifically stipulated in the
Contract Documents.
(b) If the Contractor uses any design, device or materials covered by
letter, patent or copyright, he shall provide for such use by suitable
agreement with the Owner of such patented or copyrighted design,
device, or material. It is mutually agreed and understood that,
without exception, the contract prices shall include all royalties or
costs arising from the use of such design, device or materials, in
any way involved in the work. The Contractor and/or his sureties
shall indemnify and save harmless the Owner of the project from
any and all claims for infringement by reason of the use of such
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patented or copyrighted design, device or materials or any
trademark or copyright in connection with work agreed to be
performed under this contract, and shall indemnify the Owner for
any cost, expense or damage which it may be obligated to pay by
reason of such infringement at any time during the prosecution of
the work or after completion of the work.
The, contract prices shall include all royalties or costs arising from
the use of such design, device or materials, in any way involved in
the work. The Contractor and/or his sureties shall indemnify and
save harmless the Owner of the project from any and all claims for
infringement by reason of the use of such patented or copyrighted
design, device or material or any trademark or copyright in
connection with work agreed to be performed under this contract,
and shall indemnify the Owner for any cost, expense or damage
which it may be obliged to pay by reason of such infringement at
any time during the prosecution of the work or after completion of
the work.
INSPECTION AND TESTING OF MATERIALS
(a) All materials and equipment used in the construction of the project
shall be subject to adequate inspection and testing in accordance
with accepted standards. The laboratory 9r inspection agency shall
be the Georgia Department of Transportation. All retesting required
due to unsuitable material submitted by Contractor shall be paid for
by the Contractor.
(b) Materials of construction, particularly those upon which the strength
and durability of the structure may depend, shall be subject to
inspection and testing to establish conformance with specifications
and suitability for uses intended.
SAMPLES
The CONTRACTOR shall furnish to the Engineer, for approval, complete
samples of all of the materials which he proposes to use, where samples are
called for in the specifications or required by the Engineers.
All samples submitted must be clearly labeled as to the name of the Contractor,
name of the manufacturer, quality of material and the name of the job.
After samples have been approved, they will be sent to the job to be compared
with the materials as they arrive on the job. All materials shall be in strict
accordance with the approved samples.
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SPECIFICATIONS AND DRAWINGS TO BE COOPERATIVE
The specifications, the plans accompanying them and the other Contract
Documents, shall be supplementary to each other, and any material,
workmanship, and/or service which may be in one but not called for in the others
shall be as binding as if indicated, called for, or implied by all.
The Contractor will understand that the work herein described shall be complete
in every detail, notwithstanding every item necessarily involved is not particularly
mentioned and the Contractor shall be held to provide all labor and material
necessary for the completion of the indicated work.
The Contractor shall, before the award of the contract, report in writing to the
Engineers any discrepancy which he may discover between the drawings and
the specifications. If the Contractor fails to call such discrepancy to the attention
of the Engineers, the subsequent decisions of the Engineers as to which is
correct shall be binding and final.
Should any error and inconsistency appear in the drawings or specifications, the
Contractor, before proceeding with the work shall make mention of the same to
the Engineers for proper adjustment and in no case shall he proceed with the
work in uncertainty.
DRAWINGS
The drawings generally shown work fully drawn out on only a portion of the
drawings, the remainder being in outline. The drawn out work must be
understood as applying to other like or similar places.
Large scale or full size details will be furnished by the Engineer for work which, in
his opinion, shall require such drawings, but these shall be considered as
explanatory of the drawings and specifications, and not as indicating additional
work. Details shall be accurately followed and any deviations therefrom shall be
cause for the rejection of any work so executed.
All necessary dimensions are given on the drawings and shall, in all cases,
except where a discrepancy occurs, be followed exactly.
The figures and notes on the drawings showing dimensions shall be used instead
of scaling.
All prints and specifications issued to the Contractor are understood to be the
property of the Engineer and are to be returned to him when no longer required
for use on the work, whether paid for or not, and shall not be duplicated or copied
without his permission.
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CONTRACTOR'S SUPERINTENDANT
The Contractor shall keep on the work continuously during the progress of the
work, a competent general superintendent and any necessary assistants, all to
be satisfactory to the Engineer.
The Superintendent shall not be removed from the work and another substituted
for him except with the consent of the Engineers unless the Superintendent
becomes unsatisfactory or. ceases to be in the Contractor's employ. The
Superintendent shall represent the Contractor in his absence and all directions
given to him shall be as binding as if given directly to the Contractor.
OTHER CONTRACTS
The Owner reserves the right to let other contracts in connection with this work.
The Contractor shall afford other contracts reasonable opportunity for the
introduction and storage of their materials and the execution of their work and
shall properly connect and coordinate his work with theirs.
If any part of the Contractor's work depends for proper execution or results upon
the work of any other contractor. The Contractor shall inspect and promptly
report to the Engineers any defects in such work that render it unsuitable for such
proper execution and results. His failure to so inspect and report shall constitute
an acceptance of the other contractor's works as fit and proper for the reception
of his work except as to defect which may develop in the other contractor's work
after the execution of his own work.
To insure proper execution of his subsequent work, the Contractor shall measure
work already done in place and shall report at once to the Engineers any
discrepancy between the executed work and the drawings.
MUTUAL RESPONSIBILITY OF CONTRACTORS
Should the Contractor cause damage to any other contractor on the work, the
contractor causing such damage agrees, upon due notice, to settle with such
contractor by agreement or arbitration, if he will so settle. If such other contractor
sues the Owner on account of any damage alleged to have been so sustained
the Owner shall notify the contractor causing such damage who shall defend
such proceedings, and if any judgment against the Owner arises therefrom, the
contractor causing such damage shall payor satisfy it and pay all costs incurred
by the Owner.
ACQUAINTANCE WITH CONDITIONS
The Contractor shall be fully aware of all conditions affecting or that might affect
the successful completion of the work or the safety of the completed work.
Before submitting his proposal he shall have examined the site of the work and
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compared the actual conditions on the site with those shown or represented by
the plans and specifications, and shall have determined the existence of all
physical features, obstructions above or below ground, ground elevations, etc.,
on or adjacent to the site, that might affect the work in progress or completed.
The Contractor shall have determined all excavations or fill required to make the
site accessible and the protection required against excessive measures of the
elements, wind, rain, sun to insure the safety of the work. No allowance will be
made in the behalf of the Contractor for his failure to adequately familiarize
himself with all conditions and no claim will be permitted for relief due to
unforeseen conditions.
Immediately upon beginning the job, the Contractor shall check all dimensions of
the present work, including the work done by other contractors on this project
which affect his work, and shall report to the Engineer any discrepancy between
these dimensions and those shown on the plans.
POSSESSION OF SITE AND RESPONSIBILITY
Upon taking possession of the site, the Contractor shall be responsible thereafter
until the final acceptance of the work by the Owner for the management, care
and maintenance of the site and the work, both new and existing, and shall be
solely and wholly responsible for damage thereto and for any and all injury to
persons or property incident to or on account of the claims or suits arising
therefrom, without loss or expense to the Engineer or Owner. Any approval of
means or methods of construction, or protection of persons or property, shall not
relieve the Contractor from sole responsibility for the adequacy of such means or
methods.
SOCIAL SECURITY AND SALES TAX
The Contractor assumes and is liable specifically for all State and Federal so
called Payroll or Social Security Taxes and for all State and Federal Sales and
Use Taxes that may be in force at the time of the award of the Contract, and
guarantees to hold the Owner harmless in every respect against same.
USE OF PREMISES
The Contractor shall not load nor permit any part of any structure to be loaded
with a weight which will endanger its safety.
The Contractor shall confine his apparatus, the storage of materials and the
operations of his workmen to the limits defined by laws, ordinance, permits or
directions of the Engineers and shall not unduly encumber the premises with his
materials.
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The Contractor shall enforce the instructions of the Engineers regarding signs,
advertisements, fire and smoking.
MOVING MATERIALS
If it becomes necessary at any time during the construction to move materials
which are to enter into the construction, the materials having been temporarily
placed, the Contractor, or subcontractor shall, when so directed by the Engineer,
move them or cause them to be moved without additional cost to the Owner.
CLEANING DURING CONSTRUCTION AND AT COMPLETION OF WORK
The General Contractor shall keep the premises clean at all times and shall
remove all rubbish as often as directed by the Engineer or Owner. If the
Contractor does not, at all times, provide men to attend to the cleaning up, on
request, in a manner satisfactory to the Engineer, the Engineer may employ such
men to direct and charge the cost of same to the account of the Contractor.
Upon completion of the work, the Contractor shall leave the grounds in a neat
and clean condition. Construction areas shall be replanted with grass and
shrubs where they have been removed.
OWNER'S OPTION
In all cases where the choice of more than one make or style of material is
specified, the final selection of material rests with the Owner. Where any
difference occurs, in price, such difference is to be given at the time the bids are
submitted. After the contracts have been signed, the Owner reserves the right to
choose whichever material he desires assuming that the price is not increased
thereby, and where the specifications call for the stipulated item or other equal
thereto and approved, or other words to that effect, it is to be taken the same as
if the choice of more than one material was specified and the selection will rest
with the Owner the same as above.
OWNERS RIGHT TO DO WORK
If the Contractor shall neglect to prosecute the work properly, and in a diligent
manner or fail to perform the provisions of the contract, the Owner may, after
three (3) days written notice to the Contractor without prejudice to any other
remedy, make good such deficiencies and may deduct the net cost thereof from
the payment when or thereafter due the Contractor, provided however, the
Engineer shall approve both such action and the amount charged to the
Contractor.
WORK NOT SHOWN ON PLANS
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In the carrying out of this work as contemplated by the plans and specifications,
there may arise certain items of work for which definite plans have not yet been
decided upon. All such work, when authorized, shall be paid for as provided in
"CHANGES IN WORK".
REMOVAL OF MATERIALS AND CORRECTION OF WORK
All materials of unsound or otherwise unfit character and all workmanship not in
accordance with the terms of the contract will be condemned by the Engineer.
The Contractor shall promptly remove from the premises all condemned
materials whether incorporated in the work or not, and the Contractor shall
promptly replace and re-execute the work to the satisfaction of the Engineer, and
without expense to the Owner, and shall bear the expense of making good all
work of other contractors which is destroyed or damaged by such removal and
replacement.
If the Contractor does not remove such condemned work and within a
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reasonable time, fixed by written notice, the Owner may remove them and may
store the materials at the expense of the Contractor. If the Contractor does not
pay to the Owner the expense of such removal within ten (10) days time
thereafter, the Owner may, upon ten (10) days written notice, sell such materials
at auction or private sale and shall account for the net proceeds thereof, after
deduction of all costs and expenses that rightfully should have been borne by the
Contractor.
LIENS
Neither the final payment or any part of the retained percentage shall become
due until the Contractor shall deliver to the Owner a complete release of all liens
arising out of this contract, or receipts in full in lieu thereof, and, if required in
either case, an affidavit that insofar as he has knowledge or information, the
releases and receipts include all the materials and labor for which a lien might be
filed, but the Contractor may, if any subcontractor refuses to furnish a release of
claims or receipts in full, furnish a bond satisfactory to the Owner to indemnify
him against any lien. If any lien should remain unsatisfied after all payments are
made, then the Contractor shall refund to the Owner all monies that the latter
may be compelled to pay in discharging such lien, including all costs and
reasonable Attorney's fee.
MAINTENANCE
The Contractor will be required to maintain all work done by him in a first class
condition for sixty (60) days after the same has been completed asa whole and
the Engineers have notified the Contractor in writing that the work has been
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finished to their satisfaction. The retained percentage will not be due or payable
to the contractor until the sixty (60) day maintenance period has expired.
Any damage to the site or surroundings, including paving, shoulders, culverts,
drainage structures, grass, etc., shall be repaired by the Contractor and all parts
of the site shall be left in as good repair as before the work started.
GUARANTEES
The Contractor shall guarantee all materials and workmanship for a period of one
(1) year from the date of final acceptance of the work as a whole under this
contract.
If, during that period, any material, equipment, embankments, grass, etc., proves
defective the Contractor shall repair same at his own expense and to the
satisfaction of the Engineer.
Neither the final certificate of payment nor any provision relieves the Contractor
of responsibility for faulty material or workmanship and, unless otherwise
specified, he shall make right any defects due thereto and pay for the damage or
other work resulting therefrom which occur within the said period of one (1) year.
The Owner will give notice of observed defects with reasonable promptness.
The Contract Bond shall cover these guarantees.
RIGHT-OF-WAY AND SUSPENSION WORK
The Owner will furnish all land and rights-of-way necessary for the carrying out of
this contract and the completion of the work herein contemplated and will use
due diligence in acquiring said land and rights-of-way as speedily as possible.
But it is possible that all lands and rights-of-way may not be obtained as herein
contemplated before construction begins, in which event the Contractor shall
begin his work upon such land and rights-of-way as the Owner may have
previously acquired and no claim for damages whatsoever will be allowed by
reason of the delay in obtaining the remaining lands rights-of-way. Should the
Owner be prevented or enjoined from proceeding with the work, or from
authorizing its prosecution, either before or after the commencement, by reason
of any litigation or by reason if its inability to procure any lands or rights-of-way
for the said work, the Contractor will not be entitled to make or assert any claim
for the damage by reason of said delay, or to withdraw from the contract except
by consent of the Owner, but time for completion of the work will be extended to
such time as the Owner determines will compensate for. the time lost by such
delay, such determination to be set forth in writing.
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CONTRACTOR'S OBLIGATION
The Contractor shall and will, in good workmanlike manner, do and perform all
work and furnish all supplies and materials, machinery, equipment facilities and
means, except as herein otherwise expressly specified, necessary or proper and
complete all the work required by this contract, within the time herein specified, in
accordance with the provisions of this contract and said specification and in
accordance with the plans and drawings of the work covered by this contract and
any and all supplemental plans and drawings in accordance with the directions of
the Engineer as given from time to time during the progress of the work. He shall
furnish, erect, maintain and remove such construction plant and temporary works
as may be required. He alone shall be responsible for the safety, efficiency and
adequacy of his plant, appliances and methods and for any damage which may
. result from their failure of their improper construction, maintenance or operation.
The Contractor shall observe, comply with and be subject to all terms, conditions,
requirements and limitations of the contract and specifications and shall do, carry
on and complete the entire work to the satisfaction of the Engineer and the
Owner.
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PROJECT SPECIAL PROVISIONS
These Special Provisions form a part of the Contract Documents as indicated hereafter.
A. PROJECT DESCRIPTION
The work in this contract involves Runway Crack Sealing.
B. SEQUENCE OF CONSTRUCTION
Work is scheduled for the Fall of 1998. During construction, the Runway will be closed
to aircraft traffic.
C. PROJECT AREA ACCESS
The Contractor shall utilize an access route on airport property as located on the
Construction Safety Plan. At no time will construction equipment be allowed on the
active portions of the runway or in the terminal, hangar, and apron areas. The
Contractor will be required to park his. equipment and stockpile materials in the areas
indicated on the Safety Plan. All areas disturbed outside of the normal construction
limits as shown on the Plans shall be grassed and returned to their original condition at
the expense of the Contractor.
The Contractor shall take all necessary measures as may be required to insure that no
unauthorized personnel gain entry onto the airport property. Such measures shall
include, as a minimum, the posting of security personnel at the access gate at all times
while the Contractor is working.
It shall be the Contractor's responsibility to provide barricades, flagmen, fencing, gates,
and security as required, and take aU necessary precautions to ~lIow only authorized
vehicles and personnel into the construction area.
Upon completion of the work as set forth in these plans and specifications, the
Contractor will be required to restore any areas damaged during construction to its
original condition, or as directed by the Engineer. Grassing shall be as set forth in
these specifications. No ~eparate.pay item will be authorized for establishing,
maintaining, securing, and restoration for the access to and from the project site. All
work-related items covered by this section shall be paid for at the contract lump sum bid
"price for: Mobilization.
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D. RADIO COMMUNICATION REQUIREMENTS
The Contractor shall coordinate all movements to and from the work areas through the
Airport Representative. Likewise, any activity in areas adjacent to active runways and
taxiways shall be coordinated with the FBO. Coordination shall be by radio
communication when necessary between the Contractor's supervisor on site and the
FBO.
E. DUST CONTROL
It is the intent of these specifications that the Contractor will, by watering, chemicals,
vegetation, or other means,. prevent the occurrence of dust which will be objectionable
to the residents of the area or violate existing laws or regulations o( cause hazards to
air traffic.
F. TEMPORARY BARRICADES
The Contractor shall provide barricades with flashing lights spaced not more than 15
feet apart across or along the pavement edge where work abuts active
runways/taxiways where indicated on the plans. The barricades shall be fastened to
the existing pavement by means of wire straps around the barricades and anchored to
the pavement with nails. They shall be anchored in such a manner as to prevent
aircraft blasts from overturning them. The Contractor shall maintain the lights and
barricades to an operable manner for the duration of the work. Upon removal of the
barricades, the pavements shall be restored to their original condition. The cost of
providing and removing the barricades along with pavement restoration shall be
incidental to the bid item for mobilization and not a separate pay item.
G. PROTECTION OF EXISTING FACILITIES
All existing facilities will be carefully protected by the Contractor. Any facilities
damaged by the Contractor will be repaired immediately and restored to original
condition. All runway lights, taxiway lights, signs and structures to remain shall be
protected by suitable means.
H. NIGHT WORK
It is not anticipated that this project will require any nighttime construction. Should the
Contractor desire such activities, the Engineer should be notified in writing 14 days in
advance for coordination.
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I. SAFETY ON THE AIRPORT DURING CONSTRUCTION ACTIVITY
1 . Construction Activitv and Aircraft Movements: During the time that the
Contractor is performing the work contained herein, the FBO's, the aprons,
taxiways and runways at ttJe airport will remain in use by aircraft, except as
provided herein. To the extent feasible and convenient in the opinion of the
Sponsor's Engineer, and to the extent permitted by the. Federal Aviation
Administration, 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,
subcontractors, 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 to 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 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.
2. Construction Activity in the Vicinity of Navigational Aids: Construction activity in
the vicinity of FAA navigational aids (i.e. ILS, VOR, ASR, PAPl's, AWOS)
requires special consideration. Prospective bidders shall be alerted to this fact
by the incorporating language requiring close coordination with the local Airway
Facilities Sector as a condition of bid.
J. PROTECTION OF CABLES. CONTROLS. NA V AIDS AND WEATHER
BUREAU FACILITIES
1. The Contractor is hereby informed that there are installed on the airport FAA
NAVAIDS, including, without limitation, ASR, UHF, and VHF Receivers and
Transmitters, weather facilities and other electric power cables serving other
facilities. Such NAVAIDS, Weather Data Instruments 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, which approval is subject to withdrawal
at any time because of changes in the weather, emergency conditions on the
existing airfield areas, anticipation of emergency conditions and for any other
reason as determined by the Engineers acting under the orders and instructions
of the Airport Management and/or designated FAA representative. Any
instructions to this Contractor to clear any given area, at, any time, by the
Engineer, the Airport Manager or their representative (by radio or other means)
shall be immediately executed. Construction work will be commenced in the
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cleared area only when additional instructions are issued by the proper
authorities.
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2.
Power and control cables leading to and from any FAA NAVAIDS, Weather Data
Equipment and other facilities will be marked in the field by the Owner for the
information of the Contractor, before any work in their general vicinity is started.
Thereafter, through the entire time of this construction they shall be protected
from any possible damage, including crossing with unauthorized equipment, etc.
3.
These special provisions intent to make perfectly clear the need for protection of
FAA NAVAIDS, Weather Data Equipment and other facilities and cables by this
Contractor at all times.
4.
The Contractor shall immediately repair, with identical material by skilled
workmen, any underground cables serving FAA NAVAID~, 'Weather Data
Equipment 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, for any temporary or
permanent repairs the Contractor proposes to make to any FAA NAVAIDS,
Weather Data facilities or other cables and controls serving such NAVAl DS and
facilities damaged by the Contractor.
Prior approval of the Engineer or of the representative designated by the Airport
Management must be obtained for the materials, workmen, time of day or night,
method of repairs, for any temporary or permanent repairs the Contractor
proposes to make to any other airport facilities and cables damaged by this
Contractor.
5.
It is recognized that the Owner will incur costs for employee's salaries,
engineering fees, and otherwise in connection with the damage and inspection
and repair of any such damage, caused by the Contractor; and, consequently,
the Owner may incur loss of income by reason of the diversion of aircraft traffic
from the airport resulting from interruption of the use of airport facilities; and that
such expenses and loss of income are not measurable now and may not be
reasonably ascertainable at the time of any incident caused by this Contractor.
The Owner and the Contractor hereby agree to the assessment of liquidated
damages in lieu of such expenses of other damages incurred by the Owner. In
addition to the obligation of this Contractor to immediately repair any cables or
facilities damaged by the Contractor, as set forth above; for each incident where
cables are located within five feet of the position defined on the ground and are
cut or damaged and the facility served by cables which are cut or damaged is not
able to perform its required function resulting in the diversion of aircraft or the
interruption of the normal flow of air traffic and aircraft operations on the airport,
the sum of $2.000.00 shall be deducted from any money due the Contractor, or if
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no money is due the Contractor, the Owner shall have the right to recover said
sum or sums from the Contractor, from the surety, or from both. The amount of
these deductions are to cover liquidated damages to the Sponsor incurred by
additional and other expenses and damages arising from the incident or
incidents caused by the Contractor, and such deductions are not to be
considered as penalties.
K. LIST OF DRAWINGS
The drawings which show the location, character, dimensions, and details of work to be
done, and which are to be considered as a part of the contract supplementary to the
specifications, are as follows:
LIST OF DRAWINGS
1 . Cover Sheet
2. Project Safety and Staging Plan
3, Crack Sealing Plan (Runway 11-29)
4. Crack Sealing Plan (Runway 11-29)
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SECTION 01000
MOBILlZA TION
PART 1 GENERAL
1.01 DESCRIPTION. The work covered by this section consists of preparatory work
and operations, including but not limited to those necessary for the movement of
personnel, equipment, supplies, and incidentals to the project site; for providing
the items required by the General Provisions and Supplementary Conditions
and the General Requirements including but not limited to: for the establishment
of all offices,-buildings, and other facilities necessary for work on the project,
construction staking, performance bond, labor and materials bond; and
insurance, and for all other work and operations which must be performed or
costs incurred prior to beginning work on the various items on the project site.
PART 2 PRODUCTS (Not Used)
PART 3 EXECUTION
3.01 PAYMENT.
A. All work covered by this section will be paid for at the contract lump sum price
for "Mobilization".
B. Partial payments for the item of "Mobilization" will be made with the first and
second partial pay estimates paid on the contract, and will be made at the rate
of 50 percent of the lump sum price for "Mobilization" on each of these partial
pay estimates, less the retainage provided for in the Contract, provided the
amount bid for "Mobilization" does not exceed 5 percent of the total amount bid
for the contract. Where the amount bid for the item of "Mobilization" exceeds 5
percent of the total amount bid pay estimates, and that portion exceeding 5
percent will be paid on the last partial pay estimate. All such payments will be
made less the retainage provided for in the Contract.
1, Payment will be made under:
Mobilization - Lump Sum
END OF SECTION 01000
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SECTION 01010
SUMMARY OF WORK
PART 1 GENERAL
1.01 RELATED DOCUMENTS: Drawings, and general provIsions of Contract, including
General Provisions and Supplementary Conditions and other Division 1 Specification
sections, apply to work of this section.
Related Requirements specified in other sections of the specifications:
1. Restrictions on use of site, safety requirements and work within Air Operations Areas
are specified in Section 01030 Airport Project Procedures (Construction Safety Plan.)
1.02 PROJECT IDENTIFICATION: The Project includes.a Base Bid for Crack Sealing of
Runway 11-29 and an Alternate Bid for Crack Sealing of Runway 5-23 at Daniel Field, as
shown on Contract Documents prepared by:
W. K. DICKSON & COMPANY, INC.
Drawings and Specifications are dated
July 1998
1.03 WORK COVERED BY CONTRACT DOCUMENTS:
A.lndicate the work of the Contract and related requirements and conditions that have
an impact on the project. Related requirements and conditions that are indicated on
the Contract Documents include, but are not necessarily limited to the following:
1, Existing site conditions and restrictions on use of the site.
2. Work to be performed concurrently by the Owner.
3. Mandatory staging/sequencing.
4. Requirements for partial utilization of various elements prior to substantial
completion of the Work.
B. Division 1 General Requirements of the contract specifications is an integral part of
the Contract Documents for each of the Contracts.
1.04 SUMMARY BY REFERENCES: Work of the Contract can be summarized by
references to the Contract, General Provisions, Supplementary Conditions, Specification
Sections, Drawings, addenda and modificatiol"Js to the contract documents issued
subsequent to the initial printing of this project manual and including but not necessarily
limited to printed material referenced by any of these. It is recognized that \/'{ork of the
Contract is also unavoidably affected or influenced by governing regulations, natural
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phenomenon including weather conditions and other forces outside the contract I
documents.
A. Federal Aviation Advisory Circulars. Where work or other requirements are specified I
by reference to Federal Aviation Advisory Circulars the reference shall be considered
to mean the latest change effective on the date bids are received.
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1.05 WORK PERFORMED CONCURRENTLY WITH THIS PROJECT:
A. The Project is located in an area where Owner will need to perform normal I
maintenance operations. These items of work cannot be identified at this time.
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1.06 COORDINATION:
A. General: Each Contractor is responsible for coordination of his work, including I
preparation of general coordination drawings, diagrams and schedules, and control of
site utilization, from beginning of construction activity through project closeout and I'
warranty periods.
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END OF SECTION 01010
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SECTION 01030
AIRPORT PROJECT PROCEDURES
(CONSTRUCTION SAFETY PLAN)
PART 1 GENERAL
1.01 INTRODUCTION
A. This project involves Contractor operations within active Airport Operational Areas
(A.O.A.). The Airport. will conduct normal aircraft operations (subject to certain
restrictions which shall be. called out in this section) during the course of this project.
Therefore, in order to provide for the security and safety of Airport users and the
Contractor's forces, as well as to minimize interruptions to aircraft operations, the
Contractor shall limit his work within the areas as designated on the plans and conduct
his operations as set forth in the specifications.
1.02 REFERENCED STANDARDS
A. Advisory Circulars AC No. 150/5370-2C and AC No. 150-/5340-1 F will be used as
guidelines to assist in maintaining operational safety during construction activities.
These documents also refer to other applicable Advisory Circulars.
B. Controlling Requirements: The purpose of this Construction Safety Plan is to
describe the procedures, rules and requirements to be followed during construction of
this project. The material set forth in this section is based upon Department of
Transportation, Federal Aviation Administration Advisory Circular 150/5370-2C,dated
May 31, 1984, its references and current changes. The requirements stated in the
Advisory Circular, its references and current changes are minimum standards for the
project. This section amends the requirements of the referenced standards. In case of
a conflict between the referenced standards and this specification the more stringent
requirement shall govern.
1.03 CONTRACTOR'S RESPONSIBILITY
A. It remains the Contractor's responsibility to adhere to all safety regulations of the
Specification, the Advisory Circular, its references and changes and to all other
Advisory material pertaining to operational safety of airports, especially during periods
on construction activity. The Contractor will be responsible for coordinating and
controlling all construction activities in full compliance with the requirements of the
referenced FAA Advisory Circulars and this Safety Plan.
B. Contractor shall designate an individual in his organization responsible for all
construction safety including implementation of the specific requirements of this safety
plan. The individual shall instruct all Contractor's employees in the requirements of this
safety plan and of construction safety in general. This individual shall also be
01030-1
responsible for insuring that all subcontractors have an understanding of the safety
requirements.
1.04 MODIFICATIONS TO THE PLAN
A. Changes to the requirements of the specification will only be allowed if approved by
Owner.
1.05 UNAUTHORIZED CROSSINGS OF ACTIVE AIRFIELD OPERATION AREAS
A. This safety plan requires that Contractor control the operation of his employees,
equipment and Subcontractors, and that all work areas within the airfield operations
area have a responsible person with a radio in constant radio contact with the Fixed
Base Operator monitoring the UNICOM frequency. All ground movement outside of the
designated work areas must be coordinated via radio communication. Any
unauthorized movement outside the designated area, including unauthorized crossing
of active runways and taxiways, may subject the Owner to fines by the FAA, The owner
will deduct such fines from payments due the Contractor.
1.06 CONSTRUCTION SAFETY REQUIREMENTS
A. GENERAL
1. Protection of Utilities: The Contractor shall be responsible for field marking
and protecting all utilities within the construction limits.
2. Storage of Equipment, Vehicles, and Materials: All equipment, vehicles, and
materials must be stored in the designated storage or staging area or in areas
acceptable to the Engineer.
3. Construction Methods Limitation: No open flames or burning will be allowed
on the airport property.
4. Safety and Accident Protection: The Contractor shall comply with all
applicable federal, state, and local laws, ordinances, and regulations governing
safety, health, and sanitation, and shall provide barricades, and shall take any other
needed actions, on his own responsibility that are reasonably necessary to protect
the life and health of employees on the job and the safety of the airport users, and to
protect moving and parked aircraft and other property in connection with the
performance of the work covered by the plans and specifications.
1.07 CONTRACTOR USE OF PREMISES
A. Use of the Site: Confine operations at the site to the areas designated on the
Drawings. Portions of the site beyond areas on which work is indicated are not to be
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disturbed. Conform to site rules and regulations affecting the work as stated on this
Safety Plan while engaged in project construction.
B. Keep existing drives, entrances, and air operations areas designated to remain
open, clear and available to the Owner, his employees and the public at all times. Do
not use these areas for parking or storage of materials.
C. Do not unreasonably encumber the site with materials or equipment. Confine
stockpiling of materials and location of storage sheds to the areas indicated. If
additional storage is necessary, obtain Engineer's approval.
D. Lock automotive type vehicles, such as passenger cars and trucks, and other
mechanized or motorized construction equipment, when parked and unattended, so as
to prevent unauthorized use. Do not leave such vehicles or equipment unattended with
the motor running or the ignition key in place.
E. RESTRICTED AREAS
1. Navigational Aids.. Airport navigational aid critical are~s are shown on the
drawings. The Contractor shall not enter these areas without Engineer's approval.
2. Runway and Taxiway Clearances.
a. Due to the necessity to accomplish construction in areas on and adjacent to
the runways and taxi~ays, the construction equipment, vehicles, and men are
authorized to operate without interruption within the project limits, except where
specified otherwise, as follows:
ACTIVE RUNWAYS AND TAXIWAYS
Distance from runway centerline - within 250 feet
Distance from taxiway centerline - within 75 feet
Runway approach areas within 50:1 or 34:1 slope approach surface,
whichever is appropriate, in such a manner that the approach surface is
penetrated.
3. Construction activities within these areas shall only be performed at times when
the runway or taxiways are closed to aircraft. A runway or taxiway closure or any
portion thereof must be requested in writing by the Contractor through the Engineer
seven days prior to closure. This request must indicate the areas needed and a
schedule of operations and time(s) required for operations within the area. The
Airport Authority reserves the right, however, to shift any approved closure periods
to alleviate aircraft congestion or when weather conditions dictate.
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4. All construction within a restricted area shall be performed in such a manner that,
at the end of the closure period, it will leave the safety area with no debris or abrupt
grade changes and with no trenches with depth or width greater than 3",
5. Work within the Airport Navigational Device Critical Area requires prior Engineer
approval.
F. OBSTRUCTIONS TO NAVIGATION:
1. Penetration of equipment, vehicles, materials or men into airfield safety and
critical areas requires the preparation and distribution of Notices of Airmen
(NOTAM) in advance to the actual penetration.
2. Due to the fact that some of the work to be undertaken in this project is in
violation of FAR Part 77, the distance required from the runway and taxiway edge
area is incorporated into the construction sequence schedule. At no time shall the
construction limits of the area under construction be violated. .
3. Work in areas within and adjacent to active aircraft operating areas shall be
coordinated with the Engineer prior to commencement of the Activity. Work crews in
these areas shall be accompanied by the construction superintendent and the
resident inspector, both of which shall be in constant radio contact with the Fixed
Based Operator monitoring the UNICOM frequency. The Superintendent shall
control movement of all personnel and equipment based on instructions from the
Airport.
1.08 MOTORIZED VEHICLES AND EQUIPMENT
A. All construction vehicles will use the vehicular gate entrance shown on the plans.
Vehicles and equipment on the Airport property will each display a three foot square
flag, furnished by the Contractor, consisting of a checkered pattern of international
orange and white squares not less than one foot on each side and displaced in full view
above the vehicle. Construction equipment and vehicles not engaged in construction
during non-working hours will be parked outside the runway safety areas and more than
250 feet from the nearest runway edge and more than 100 feet from the nearest
taxiway edge. Contractor's personnel and equipment parking area is indicated on the
Contract Drawings. Other areas on the airfield meeting the above set back
requirements may be allowed at the request of the Contractor with the approval of the
Owner.
1.09 OTHER SAFETY AND SECURITY MEASURES
A. All areas of construction will be off-limits to personnel not involved in construction
work or operations of the Airport.
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B. Background Check: Contractor is responsible for the actions of his employees and
subcontractors. Contractor shall furnish Owner with a notarized statement detailing 5-
year background information for all supervisory personnel. Contractor shall furnish
Owner a certification that Contractor has checked the backgrounds of all employees
that work at site and that Contractor is satisfied with their backgrounds. Contractor
shall require a similar certification from each subcontractor.
C. All access gates shall be secured and locked when not in use or manned with a
gate guard.
1.1 0 COMMUNICATIONS (GENERAL)
A. All communications relating to the construction work on this project will pass through
the Engineer's site representative.
Engineer's site representative must be furnished the Contractor's representative's
telephone number where he can be contacted on a 24 hour basis. Contractor's
authorized representative shall be available on a 24 hour basis.
B. RADIO COMMUNICATION REQUIREMENTS
1. The foreman of each work crew operating adjacent to or within active aircraft
operating areas shall be equipped with a VHF two-way radio capable of
communicating with the Fixed Base Operator monitoring the UNICOM frequency.
The radios shall be furnished by the Contractor(s). The operators of this equipment
must be competent and licensed operators who are thoroughly familiar with the
airport layout and the Construction Safety Plan. The radio operator shall be
responsible for controlling construction equipment, vehicle and personnel
movements.
2. Radio operators shall be approved by Owner arid shall demonstrate to the
satisfaction of airport security or safety officers their knowledge of the airport, this
safety plan, and operation of the radio. Radios may only be operated by approved
"operators. Contractor will'only be allowed to work in the air operations area when
an adjustments in contract time or price for time lost due to Contractor's failure to
provide an approved radio operator on site during construction.
PART 2 PRODUCTS
2.01 BARRICADES
A. Type I Barricades: 8 foot crosstie or 8"x8" treated lumber, with alternating reflective
white and orange stripes, two 20"x20" orange flags, and two battery powered flashing
yellow lights.
01030-5
2.02 RADIO COMMUNICATION EQUIPMENT
A. AIRFIELD COMMUNICATIONS
1. Contractor shall furnish his construction personnel with sufficient truck and hand-
held radios to allow all. construction locations to be in radio contact with the Fixed
Base Operator monitoring the UNICOM frequency. Additionally Contractor shall
furnish one (1) new hand held radio for use by the Engineer. All radios shall be
capable of two-way communications with the airport ground frequency and shall be
Communication Specialist, TR-720 Hand held AM' Transceivers. Provide
rechargeable batteries (CS-18) along with a 115 volt AC Outlet recharger (CS-40)
and an automobile cigarette lighter recharger (CS-41). A standard full cover
carrying case (CSA-21) and antenna (CS-30) with an attachable earplug (CS-50)
and headset (CS-65)
2. The Contractor will not be directly compensated for providing two-way radios as
this work is considered incidental to the work covered by the various contract items.
PART 3 EXECUTION
3.01 GENERAL OPERATIONAL CONDITIONS AND RESTRICTIONS
A. THE FOLLOWING CONDITIONS AND RESTRICTIONS APPLY TO THE
CONTRACT:
1. The apron areas shall remain open to air operations at all times, except in the
immediate vicinity of construction operations;
2. Ready access for Fire Vehicles to all Air Operation Areas is provided at all
times;
3. Only those segments of Air Operation Areas approved by the Engineer for
closure will be closed at any time;
4. All ground movement by the contractor's personnel or equipment outside the
designated work area shall be allowed only after approval is given by the airport by
use of two-way radio(s);
5. The Contractor shall keep the Engineer's Resident Engineer or other
representative (on the job) informed daily of his proposed operations so that the
Engineer's Representative can inform the Airport Manager or his designated
representative early each morning of the construction work to be in progress that
day;
6. The safety of all aircraft and of all airport property and personnel are maintained;
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7. The Contractor's activities and work conform to other requirements of the
Construction Safety Plan as set forth hereinafter and other requirements of the
Contract Documents.
3.02 RUNWAY/TAXIWAY CLOSURES
A. Runway and taxiway closures shall be scheduled in advance. Contractor shall
identify taxiway closures with Type I barricades and by covering taxiway lights within
the closure limits. Remove barricades when no longer needed or as directed by
Engineer. Runway closures shall be identified by runway closed markers.
3.03 PHASING
A. Total time for the Base Bid contract shall be 14 calendar days.
Phase I - Upon Reciept of the Notice to Proceed, the Contractor shall commence
operations within the Phase I area, This phase consists of the pavement
rehabilitation of Runway 11-29 from the end of Runway 11 west to Station 1 +880.
Phase II - This Phase consists of the pavement rehabilitation of Runway 11-29
from the end of the Runway 29 blast pad east to Station 2+100. Phase II may be
performed concurrently with Phase I.
Phase III - Upon completion of Phases I and II, the Contractor shall commence
operations within the Phase III area. This phase consists of the pavement
rehabilitation of Runway 11-29 from Station 1+880 to Station 2+100. Phase III shall
be completed in no more than 2 days from the completion of Phases I and II.
B. Total time for the Additive Bid NO.1 contract (if awarded) shall be 7 calendar days.
Phase ilIA - This Phase (if awarded) shall be performed concurrently with Phase "'
and shall include pavement rehabilitation of Runway 5-23 from Station 5+965 to
Station 6+145 in areas not included in Phase III. Phase iliA shall be completed in
no more than 2 days additional to the Phase III time requirements.
Phase IV - Upon completion of Phase IliA, the Contractor shall commence
operations within the Phase IV area (if awarded). This Phase consists of the
pavement rehabilitation of Runway'5-23 from the end of the Runway 5 blast pad
southwest to Station 5+965.
Total time for the Base Bid and Additive Bid No. 1 together shall be 21 calendar
days.
01030-7
3.04 MEASUREMENT AND PAYMENT
A. There will be no separate measurement and payment for work specified in this
Section.
END OF SECTION 01030
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SECTION 01040
PROJECT COORDINATION
PART 1 GENERAL
1.01 RELATED DOCUMENTS.
A. Drawings and general provisions of Contract, including. General Provisions and
Supplementary Conditions and other Division 1 Specification sections, apply to work of this
section.
1.02 DESCRIPTION OF WORK.
A. Minimum administrative and supervisory requirements necessary for coordination of work
on the project include but are not necessarily limited to the following:
1. Coordination and meetings.
2. Surveys and records or reports.
1.03 COORDINATION AND MEETINGS.
A. GENERAL. Prepare a written memorandum on required coordination activities. Include
such items as required notices, reports and attendance at meetings. Distribute this
memorandum to each entity performing work at the project site. Prepare similar
memorandum for separate contractors where interfacing of their work is required.
B. MONTHLY COORDINATION MEETINGS. Hold monthly general project coordination
meetings at regularly scheduled times convenient for all parties involved. These meetings
are in addition to specified meetings held for other purposes, such as regular project
meetings and special preinstallation meetings. Request representation at each meeting by
every party currently involved in coordination or planning for the work of the entire project.
Conduct meetings in a manner which will resolve coordination problems. Record results of
the meeting and distribute copies to everyone in attendance and to others affected by
decision oractions resulting from each meeting.
C. WEEKLY COORDINATION MEETINGS. Conduct weekly coordination meetings with
Engineer's representative, FAA and designated Owner's representative to coordinate
construction and airport operations.
1.04 SURVEYS AND RECORDS/REPORTS.
A. CONSTRUCTION STAKING. The Engineer has already established survey base lines
for the Contractor. The Contractor will be responsible for staking required for construction.
01040-1
Working from lines and levels established by the design survey, establish and maintain
bench marks and other dependable markers required for construction. Establish bench
marks and markers to set lines and levels for work at each stage of construction and
elsewhere as needed to properly locate each element of the project. Calculate and measure
required dimensions as shown within recognized tolerances. Drawings shall not be scaled to
determine dimensions. Advise entities performing work, of marked lines and levels provided
for their use.
B. SURVEYOR. Engage a Land Surveyor or Professional Engineer experienced and
specializing in survey work, to perform those services specified in this article.
C. SURVEY PROCEDURES. Before proceeding with the layout of actual work, verify the
layout information shown on the drawings, in relation to the property survey and existing
benchmarks. As work proceeds, check every major element for line, level and plumb.
Maintain a surveyor's log or record book of such checks; make this log or record book
available for the Engineer's reference. Record deviations from required lines and levels, and
advise the Engineer promptly upon detection of deviations that exceed indicated or
recognized tolerances, Record deviations which are accepted, and not corrected, on record
drawings.
END OF SECTION 01040
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PART 1 GENERAL
1.01 DESCRIPTION.
SECTION 01070
ABBREVIATIONS AND SYMBOLS
A. Abbreviation and symbols used in the Contract Documents which are listed in
this section refer to and designate the items which they are referenced to
herein.
B. Related requirements in other parts of the Contract Documents.
1. Drawing symbols: Contract drawings.
2. Drawing abbreviations: Contract drawings.
1.02 ABBREVIATIONS.
A. AGENCIES, CODES, STANDARDS, ETC.
1. AAS.H.T.O.
2. AC.1.
3. AI.A
4. AI.S.C.
5. AI.S.1.
6. AN.S.1.
7. AS.T.M.
8. AW.P.A
9. A.W.S.
10. A.W.W.A
11. C.O.E.
12. C.R.S.1.
13. F.AA
14. F.H.W.A
15. F.S.S.
16. G.D,O.T.
17. L.V.D.
18. M.U.T.C.D.
American Association of State Highway
and Transportation Officials.
American Concrete Institute
American Institute of Architects
American Institute of Steel Construction
American iron and Steel Institute
American National Standard Institute
American Society of Testing and Materials
American Wood Preservers Association
American Welding Society
American Waterworks Association
Corps of Engineers
Concrete Reinforcing Steel Institute
Federal Aviation Administration
Federal Highway Association
Federal Specifications and Standards, General Services
Ad min istration
Georgia Department of Transportation
Laboratory Vibrated Density
Manual of Uniform Traffic Control Devices for Streets and
Highways, Published by U.S. Government Printing Office
01070-1
1.03
A.
19.
20.
21.
N.E.C.
O.S.H.A.
U.L.
National Electrical Code
Occupational Safety and Health Act of 1970 (PL 91-596)
Underwriter's Laboratories
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SYMBOLS.
As Outlined On Drawings.
END OF SECTION 01070
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SECTION 01090
DEFINITIONS
PART 1 GENERAL
1.01 RELATED DOCUMENTS.
A. Drawings and general provisions of Contract, including General Provisions and
Supplementary Conditions and other Division 1 Specification sections, apply to work of this
section.
1.02 DESCRIPTION OF REQUIREMENTS.
A. General. This section specifies procedural and administrative requirements for compliance
with governing regulations, codes and standards imposed upon the Work. These
requirements include obtaining permits, licenses, inspections, releases and similar
documentation, as well as payments, statements and similar requirements associated with
regulations, codes and standards.
The term "Regulations" is defined to include laws, statues, ordinances and lawful orders
issued by governing authorities, as well as those rules, conventions and agreements within the
construction industry which effectively control the performance of the Work regardless of
whether they are lawfully imposed by governing authority or not.
B. Governing Regulations. Refer to General and Supplementary Conditions for
requirements related to compliance with governing regulations.
1.03 DEFINITIONS.
A. General Explanation: Certain .terms used in contract documents are defined in this
article. Definitions and explanations contained in this section "are not necessarily complete,
but are general for the Work to the extent that they are not stated more explicitly in another
element of the contract documents. .
B. General Requirements: Provisions and requirements of other Division 1 sections apply to
the entire work of the Contract and, where so indicated, to other elements which are included
in the project.
C. Indicated: The term "indicated" is a cross-reference to -graphic representations, notes or
schedules on the drawings, to other paragraphs or schedules in the specifications, and to
similar means of recording requirements in contract documents. Where terms such as
"shown", "noted", "scheduled", and "specified" are used in lieu of "indicated", it is for the
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purpose of helping the reader locate the cross-reference, and no limitation of location is I
intended except as specifically noted.
D. Directed, Requested, Etc.: Terms such as "directed", "requested", "authorized", I
"selected", "approved", "required", "accepted", and "permitted" mean "directed by the
Engineer", "requested by the Engineer", and similar phrases. However, no such implied I
meaning will be interpreted to extend the Engineer's responsibility into the Contractor's area of
construction supervision. .
E. Approve: Where used in conjunction with the Engineer's response to submittals,
requests, applications, inquiries, reports and claims by the Contractor, the .term "approved" will
be held to limitations of the Engineer's responsibilities and duties as specified in General and
Supplementary Conditions. In no case will the Engineer's approval be interpreted as a release
of the Contractor from responsibilities to fulfill requirements of contract documents or
acceptance of the Work, unless otherwise provided by. requirements of the contract
documents.
F. Project Site: The term "project site" means the space available to the Contractor for
performance of the Work, either exclusively or in conjunction with others performing other
construction as part of the project. The extent of the project site is shown on the drawings.
G. Furnish: The term "furnish" is used to mean "supply and deliver to the project site, ready
for unloading, unpacking, assembly, installation, and similar operations."
H. Install: The term "install" is used to describe operations at project site including the actual
"unloading, unpacking, assembly, erection, placing, anchoring, applying, working to
dimension, finishing, curing, protecting, cleaning and similar operations."
J. Installer: The "installer" is "the entity" (person or firm) engaged by the Contractor, its
subcontractor or sub-subcontractor for performance of a particular element of construction at
the project site, including installation, erection, application and similar required. operations. It
is a requirement that installers are experienced in the operations they are engaged to perform.
K. Testing Laboratories:. A "testing labo.ratory" is an independent entity engaged to perform
specific inspections or tests of the Work, either at the project site or elsewhere, and to report,
and (if required) interpret results of those inspections or tests.
1.04 SUBMITTALS.
A. Permits, Licenses, and Certificates: For the Owner's records, "submit copies of permits,
licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts
for fee payments, judgments, and similar documents, correspondence and records established
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in conjunction with compliance with 'standards and regulations bearing upon performance of
the Work.
PART 2 PRODUCTS (Not Applicable)
PART 3 EXECUTION (Not Applicable)
END OF SECTION 01090
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SECTION 01150
MEASUREMENT AND PAYMENT
1.01 DESCRIPTION
A. This section establishes the method of measurement and payment for work performed
under this contract.
B. Payment for work performed shall be made on a unit price basis in accordance with the
accepted bid and the method of payment provided in the General Conditions.
C. Related requirements in other parts of the Specification.
1. Bid (Proposal)
2. Agreement
3. Conditions of the Contract
D. Related requirements specified in other sections.
1. Summary of Work - Section 01010
2. Submittals - Section 01300
3. Contract Closeout - Section 01700
E. No additional payment will be made for items of work for which a separate payment item is
not specified herein or contained in the Bid Schedule;' such work being deemed incidental to
the Project and payment for said work shall be considered as included in the various unit bid
pnces.
1.02 APPLICATIONS FOR PAYMENT
A. Submit Applications for Payment to the Engineer in accordance with the schedule.
established by Conditions of the Contract and Agreement between Owner and Contractor.
B. Format and Data Required.
1. Submit Applications for Partial Payment on the form required by Owner with itemized
data typed on 8 1/2 inch x 11 white paper continuation sheets.
2. Provide itemized data on I?ontinuation sheet: Format, schedules, line items and
values: Those of the Schedule of Values accepted by the Engineer.
C. Preparation of Application for each Progress Payment
1. Application Form
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(a.) NUMBER: Four copies of each Application.
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Fill in total list of all scheduled component items of work, with item number and
the scheduled dollar value for each item. I
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c. Execute certification with the signature of a responsible officer of the contract firm.
2. Continuation Sheets
(a.)
(b.) Fill in the dollar value' in each column for each scheduled line item when work has
been performed or products stored. Round off values to the nearest dollar, or as
provided in the bid.
3. List each Change Order executed prior to the date of submission, at the end of the
continuation sheets.
(a.) List by Change Order and description, as for an original component item of work.
4. Submit Applications for Payment to Owner at the times stipulated in the Agreement.
D. SUBSTANTIATING DATA
1. When the Owner or Engineer require substantiating data, Contractor shall submit I
suitable information with cover letter identifying:
a. Project
b. Application number and date
c. Detailed list of enclosures
(c.)For stored products: Item number
Description of specific material.
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and identification as shown on application. I
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2. Submit one copy of data and cover letter for each copy of application.
E. PREPARATION OF APPLICATION FOR FINAL PAYMENT
1. Fill in application form as specified for Progress payments.
2. Use continuation sheet for presenting the final statement of accounting as specified in I
Section 01700 - Contract Closeout.
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1.03 CHANGE ORDER PROCEDURES
A. Format and Data Required
1. Change Orders shall be prepared and submitted and will be processed in accordance
with requirements of General Conditions and Funding Agency Requirements.
2. Engineer will transmit Certificate for Change to Owner and Agency for approval.
3. When Owner and Agency approval is received, Change Order will be included under
next partial Application for Payment.
1.04 MEASURES AND WEIGHTS
A. To aid the Owner in determining all quantities, the Contractor shall, whenever so
requested, provide scales, equipment and assistance for weighing or for measuring any of the
materials.
B. It is understood and agreed that a "ton" shall mean the short ton of two thousand (2,000)
pounds.
C. Weights and measures of quantity for payment will be the actual weight or actual measure,
and no special or trade or so-termed customary allowances will be made, nor will any material
which is lost or misplaced be included for payment.
D. For estimating quantities in which computation of areas by geometric methods would be
comparatively laborious, it. is agreed that the planimeter shall be considered an instrument of
precision to the measurement of such areas.
E. Figured dimensions on drawings shall take precedence over measurement by scale, and
detailed working drawings are to take precedence over general drawings and shall be
considered as explanatory of them and not as indicating extra work. .
END OF SECTION 01150
01150-3
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SECTION 01300
SUBMITTALS
1.01 GENERAL.
A. SUBMITTALS BY CONTRACTOR.
1. Construction Progress Schedule: provide Bar Chart.
2. Certifications as specified in the various sections.
3. Shop Drawings: as specified in the various sections.
4. Operation and Maintenance Manual
5. Miscellaneous.
1.02 PRELIMINARY PROGRESS SCHEDULE.
A. BAR-CHART SCHEDULE. Submit a bar-chart type progress schedule 10
working days prior to the preconstruction conference for Engineer's review.
On the schedule, indicate a time bar for each major category or unit of work
. to be performed at the site, properly sequenced and coordinated with other
elements of work. Show completion of the work sufficiently in advance of the
date established for substantial completion of the work.
1. Superimpose an S-curve on the schedule to show the "estimated" total
dollar-volume of work performed at any date during the Contract Time,
with a column of cost figures in the left hand margin ranging from zero to
the Contract Sum.
2. Submittal Tabulation: With the bar-chart submittal, submit a tabulation, by
date, of the submittals which are required during Construction Time. At
the Contractor's option, submittal dates may be shown on the bar-chart
schedule, in lieu of being tabulated.
B. PHASING. Arrange schedule with notations to show how sequence of work
is affected by requirements for phased completion, limitations of continued
utilization, non-interruptable services, use prior to substantial completion, site
restrictions, provisions for future work, seasonal variations, environmental
control, and similar provisions of total project. Refer to other sections of
Division 1 and other contract documents for requirements.
1. Distribution: Following the initial submittal to and response by the
Engineer, print and distribute progress schedules to the Engineer (3
copies), Owner, separate contractors, the principal subcontractors and
suppliers or fabricators, and others with a need-to-know schedule-
compliance requirement. Post copies in the project meeting room and
01300-1
temporary field office. When revIsions are made, distribute updated
issues to the same entities and post updated issues in the same
locations. Delete entities from distribution when they have completed
their assigned work and are not longer involved in the performance of
scheduled work.
C. UPDATE AND DISTRIBUTE COPIES OF SCHEDULE MONTHLY.
1.03 SHOP DRAWINGS AND PRODUCT DATA.
A. Submit shop drawings, certifications, and product data for all products to be
incorporated in the Work.
B. Shop Drawings will:
1. Be original drawings, prepared by the Contractor, subcontractor, supplier
or distributor, which illustrate some portion of the work; showing
fabrication, layout, setting, or erection details.
2. Be prepared by a qualified detailer.
3. Identify details by reference to sheet and detail numbers shown on
Contract Drawings.
4. Be sheet size 24 in. x 36 in.
5. Be reproduced for submittals on opaque diazo prints or blueprints.
C. Product Data Will:
1. Include manufacturer's standard schematic drawings. The Contractor will:
a. Modify drawings to delete information which is not applicable to
project.
b. Supplement standard information to provide additional information
applicable to project.
2. Include manufacturer's catalog sheets, brochures, diagrams, schedules,
performance charts, illustrations and other standard descriptive data. The
Contractor will:
a. Clearly mark each copy to identify pertinent materials or products.
b. Show dimensions and clearances required.
c. Show performance characteristics and capacities.
D. The contractor will be responsibleJor all submittals and will:
1. Review Shop Drawings and Product Data prior to submission.
2. Verify:
a. Field Measurements
01300-2
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b. Field Construction criteria
c. Catalog numbers and similar data
3. Coordinate each submittal with the requirements of the work and of the
Contract Documents.
4. Notify the Engineer, in writing at time of submission, of deviations In
submittals from requirements of the Contract Documents.
5. Begin no work which requires submittals until the return of submittals with
the Engineer's stamp and initials or signature indicating review.
6. After the Engineer's review, distribute copies.
E. Contractor's responsibility for errors and omissions in submittals IS not
relieved by the Engineer's review of submittals.
F. Contractor's responsibility for deviations in submittals from requirements of
the Contract Documents is not relieved by the -Engineer's review of
submittals, unless the Engineer gives written acceptance of specific
deviations.
G. Submission requirements will include:
1. The shop drawings shall be submitted in sufficient time to allow discussion
and correction prior to beginning the work. Work shall not be performed
nor materials ordered prior to the review of the drawings except at the
Contractor's risk.
2. Submit three copies of all shop drawings after which one copy will be
returned for correction or marked reviewed as noted. Any drawings
returned for correction must be resubmitted in triplicate.
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3. All submittals must be accompanied by a transmittal letter, in duplicate,
containing:
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a, Date
b. Project title and number
c. Contractor's name and address
d. The number of each Shop Drawing and Product Data submitted
e. Notification of deviations from Contract Documents
f. Other pertinent data
4. Submittals shall include:
01300-3
a, Data and revision dates
b. Project title and number
c. The names of:
(1) Engineer
(2) Contractor
(3) Subcontractor
(4) Supplier
(5) Manufacturer
(6) Separate detailer when pertinent
d. Identification of product or material
e. Relation to adjacent structure or materials
f. Field dimensions, clearly identified as such
g. Specification section number
h. Applicable standards, such as ASTM number or Federal Specification
I. A blank space, 5 in. x 5 in., for the Engineer's stamp
J. Identification of deviations from the Contract Documents
k. Contractor's stamp, initialed or signed, certifying Contractor's review of
submittal, verification of field measurements, and compliance with
Contract Documents.
H. Resubmission requirements shall include:
1. Revision of initial drawings as required and resubmittal, as specified, for
initial submittal.
2. An indication on the drawings of any changes which have been made,
other than those requested by the Engineer.
3. On Product Data submittals, include new data as required for initial
submittal.
After review and approval, the Contractor will distribute copies of Shop
Drawings and Product Data which carry the Engineer's stamp to others as
may be reql,Jired.
I. Shop drawings and product data:
1. Submit notarized certifications cosigned by manufacturer/supplier and
Contractor for:
a. Storm drainage pipe, castings and structure materials
b. Fencing components
c. Concrete mix design
d. Building Products
e. All other products as required by Engineer.
01300-4
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J. Equipment Manual. Prepare an Installation, Operation, and Maintenance.
Manual for all airport lighting equipment installed as a part of this contract.
This manual shall be a bound compilation of manufacturers' instructions and
maintenance manuals.
Prepare this manual, marking out sections which do not apply, and present
four (4) copies to the Owner through the Engineer after the Final Inspection is
complete. Final payment will not be processed until the Owner has received
and accepted the Manual. The binder shall be a hard white virgin vinyl
covered 3-ring type equal to Dennsion National Co. No. 68-019.
Manuals shall include:
1. Parts list and diagrams of equipment.
2. Trouble shooting instructions
3. Lubrication and cleaning instructions.
END OF SECTION 01300
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01300-5
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SECTION 01400
QUALITY CONTROL SERVICES
PART 1 GENERAL
1.01 RELATED DOCUMENTS:
A. Drawings and general provIsions of Contract, including General Provisions and
Supplementary Conditions and other Division 1 Specification sections, apply to work
of this section.
1.02 DESCRIPTION OF REQUIREMENTS:
A. General: 'Required inspection and testing services are intended to assist in the
determination of probable compliance of the work with requirements specified or
indicated. These required services do not relieve the ~ontractor of responsibility for
compliance with these requirements or for compliance with requirements of the
Contract Documents.
B. Inspections, tests and related actions specified in this section and elsewhere in the
Contract Documents are not intended to limit the Contractor's own quality control
procedures which facilitate overall compliance with requirements of the Contract
Documents.
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C. Requirements for the Contractor to provide quality control services as required by
the Engineer, the Owner, governing authorities or other authorized entities are not
limited by the provisions of this section.
. 1.03 RESPONSIBILITIES:
A. Contractor Responsibilities: Contractor is responsible for his own quality control
testing and inspection to insure the quality of his means and methods of
construction will produce the specified quality of work, and for any tests and
inspections required by regulatory agencies. Costs for'these services shall be
included in the Contract Sum. The Contractor may employ and pay an independent
agency, testing laboratory or other qualified firm to perform quality control services
specified. .
B. The Owner will engage and pay for the services of an independent agency to
perform inspections and tests of materials for Quality Assurance.
C. Retest Responsibility: Where results of required inspections, tests of similar
services prove unsatisfactory and do not indicate compliance with the requirements
of the Contract Documents, then retests are the responsibility of the Contractor,
01400-1
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regardless of whether the original test was the Contractor's responsibility. Retesting I
of work revised or replaced by the Contractor is the Contractor's responsibility,
where required tests were performed on original work.
A. General: Upon completion of inspection, testing, -sample-taking and similar services
performed on the work, repair damaged work to eliminate deficiencies. Protect work
exposed by or for quality control service activities, and protect repaired work.
Repair and protection is the Contractor's responsibility, regardless of the assignment
of responsibility for inspection, testing or similar services.
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D. Responsibility for Associated Services: The Contractor is required to cooperate with
the . independ~nt agencies. .performi~g required inspections, tests and ~imilar "I'
services. Provide such aUXIliary services as are reasonably requested. Notify the _
testing agency sufficiently in advance of operations to permit assignment of
personnel. These auxiliary services include but are not necessarily limited to the I
following:
1. Providing access to the work.
2. Taking samples or assistance with taking samples. I
3. Delivery of samples to test laboratories.
4. Security and protection of samples and test equipment at the project site.
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SCHEDULE OF SERVICES:
1.04
A. Schedule of Inspections and Tests: Each specification section identifies principal
inspections, tests and similar services required by the Contract Documents.
PART 2 PRODUCTS (Not Applicable)
PART 3 EXECUTION
3.01
REPAIR AND PROTECTION:
END OF SECTION 01400
01400-2
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SECTION 01510
TEMPORARY FACILITIES
1.01 DESCRIPTION.
A. Contractor shall furnish, install and maintain temporary facilities required for
construction; remove on completion of Work.
B. Related requirements specified in other sections: The respective Sections of the
Specifications.
1.02 REQUIREMENTS OF REGULATORY AGENCIES.
A. Comply with national electric code.
B. Comply with Federal, State, and Local codes and regulations and with utility
company requirements.
1.03 MATERIALS, GENERAL.
A. Materials may be new or used, but must be adequate in capacity for the required
usage, must not create unsafe conditions, and must not violate requirements of
.applicable codes and standards. - --
1.04 TEMPORARY ELECTRICITY AND LIGHTING.
A. Provide temporary.' electrical service required for power, lighting, and field offices,
and pay all costs for service and for power used.
1.05 TEMPORARY WATER.
A. Provide water for construction purposes; pay all costs for installation, maintenance
and removal, and service charges for water used.
B. The site is served by a municipal water system. The Contractor shall provide and
pay all costs for water required for the performance of the work.
1.06 TEMPORARY SANITARY FACILITIES.
A. Provide sanitaiy facilities in compliance with laws and regulations.
B. Service, clean and maintain facilities and enclosures.
0151 0-1
1.07 TEMPORARY SUPPORT FACILITIES.
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A. General: Provide a reasonably neat and uniform appearance in temporary Support I
Facilities acceptable to the Engineer and the Owner.
B. Locate field offices, storage and fabrication sheds and other support facilities for I
easy access to the Work. Position offices so that windows give the best possible _
view of construction activities.
C. Maintain field offices, storage and fabrication sheds, temporary sanitary facilities, I
waste collection and disposal systems, and project identification and temporary
signs until near substantial completion, I
D. Access Roads:
1. Location of access roads will be approved by the Engineer and will be set to I
minimize conflict with the Airport operations and shall be maintained, be well I'
defined and be confined to the minimum area required. .
2. The Contractor shall construct the access roads and shall maintain the roads as .
required to create no dust. All project traffic must be routed through these I
areas. The Contractor shall provide all markings required to clearly define the.
access roads.
3. The Contractor may be required to obtain driveway permits for certain access .1- '.
roads. If access roads cross a utility, the Contractor shall protect the utility as .
directed by the owner of the utility.
4. There shall be no direct payment for the construction, maintenance, and removal 1-
of access roads.
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A. Maintain and operate systems to assure continuous service.
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1.08 EXECUTION, GENERAL.
1.09 REMOVAL.
A. Completely remove temporary materials and equipment when their use is no longer I
required.
B. Clean and repair damage caused by temporary installations or use of temporary I
facilities.
01510-2
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END OF SECTION 01510
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SECTION 01600
MATERIAL AND EQUIPMENT
1.01 GENERAL.
A. ALL MATERIAL AND EQUIPMENT (PRODUCTS) INCORPORATED INTO
THE WORK SHALL:
1. Conform to applicable specifications and standards.
2. Comply with size, make, type and quality specified, or as specifically
approved in writing by the Engineer.
3. Manufactured and fabricated products:
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a, Design, fabricate and assemble in accord with the best engineering
and shop practices.
b. Manufacture like parts of duplicate units to standard sizes and gages,
to be interchangeable.
c. Products shall be suitable for service conditions.
d. Equipment capacities, sizes and dimensions shown or specified shall
be adhered to unless variations are specifically approved in writing.
4. Do not use material or equipment for any purpose other than that for
which it is designed or is specified.
B. RELATED REQUIREMENTS IN OTHER PARTS OF THE PROJECT
MANUAL:
1. Conditions of the Contract.
c. STANDARDIZATION:
1. Unless otherwise approved by the Engineer, items and equipment of a
similar type and function shall be furnished by one manufacturer to
standardize on replacement parts, service calls, operation and
maintenance matters and to avoid a division of responsibility among
several manufacturers.
2. A single supplier shall be used on principal items of equipment and
systems where one' or more components are not manufactured by the
principal supplier to place performance and service responsibilities for
the entire unit or system with only one supplier or manufacturer.
01600-1
1.02 PRODUCT SUBSTITUTIONS AND OPTIONS.
A. PRODUCTS LIST:
1. Contractor shall submit a complete list of products to be incorporated into
the work (with the name of the installing contractor) at the Preconstruction
conference required by these specifications.
B. CONTRACTOR'S OPTIONS:
1. For products specified only by reference standard, select any product
meeting that standard.
2. For products specified by naming several products or manufacturers,
select anyone of the products or manufacturers named, which complies
with the specifications.
3. Airport lighting and materials covered by FAA specifications require prior
approval of the FAA and shall be listed in Advisory Circular 150/5345-1,
"Approved Airport Lighting Equipment". Select any FAA approved
equipment.
C. PRODUCT SPECIFICATIONS:
1. Contractor shall submit, at the Preconstruction Conference, all requests
for product substitutions. No requests for substitutions will be accepted
from manufacturers or suppliers.
2. Submit a separate written request for each product, supported with
complete data, with drawings and samples as appropriate, including:
a. Comparison of the qualities of the proposed substitution with that
specified.
b. Changes required in other elements of the work because of the
substitution.
c. Effect on the construction schedule.
d. Cost data comparing the proposed substitution with the product
specified.
e. Any required license fees or royalties.
f. Availability of maintenance service, and source of replacement
materials.
01600-2
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1. Engineer shall be the judge of the equality and acceptability of the
proposed substitution.
2. If Engineer determines the proposed substitute product is not "equal" to
the specified product, the Contractor must provide the specified product,
subject to Engineer's shop drawing review and approval.
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3. No further requests for substitutions will be considered after
Preconstruction Conference.
D. CONTRACTOR'S REPRESENTATION:
1. A request for a substitution constitutes a representation that Contractor;
a. Has investigated the proposed product and determined that it is equal
to or superior in all respects to that specified.
b. Will provide the same warranties or bonds for the substitution as for
the product specified.
c. Will coordinate the installation of an accepted substitution into the
work, and make such other changes as may be required to make the
work complete in all respects.
d. Waives all claims for additional costs, under his responsibility, which
may subsequently become apparent.
E. Engineer will review requests for substitutions with reasonable promptness
and notify Contractor, in writing, of the decision to accept or reject the
requested substitution.
1.03 MANUFACTURER'S INSTRUCTIONS.
A When Contract Documents require that installation of work shall comply with
manufacturer's printed instructions, ,Contractor shall obtain and distribute
copies of such instructions to parties involved in the installation, including
copies to Engineer.
1. Maintain one set of complete instructions at the job site during installation
and until completion.
B. Handle, install, connect, clean, condition, and adjust products in strict accord
with such instructions and in conformity with specified requirements.
1. Should job conditions . or specified requirements conflict with
manufacturer's instruction, consult with Engineer for further instructions.
01600-3
2. Do not proceed with work without clear instructions:
C. Perform work in accord with manufacturer's instructions. Do not omit any
preparatory step or installation procedure unless specifically modified or
exempted by Contract Documents.
1.04 TRANSPORTATION AND HANDLING.
A. Contractor shall arrange deliveries of products in accord with construction
schedules, coordinate to avoid conflict with work and conditions at the site.
1. Deliver products in undamaged condition, in manufacturer's original
containers or packaging, with identifying labels intact and legible.
2. Immediately on delivery, inspect shipments to assure compliance with
requirements of contract documents and approved submittals, and that
products are properly protected and undamaged,
B. Provide equipment and personnel to handle products by methods to prevent
soiling or damage of products or packaging.
1.05 STORAGE AND PROTECTION.
A. Store products in accord with manufacturer's instructions, with seals and
labels intact and legible.
1. Store products subject to damage by the elements in weathertight
enclosures,
2. Maintain temperature and humidity within the ranges required by
manufacturer's instructions.
B. Exterior Storage.
1. Store fabricated products above the ground, on blocking or skids, prevent
soiling or staining. Cover products which are subject to deterioration with
impervious sheet coverings, provide adequate ventilation to avoid
condensation.
2. Store loose granular materials in a well-drained area on solid surfaces to
prevent mixing "with foreign matter.
01600-4
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c. ARRANGE STORAGE IN A MANNER TO PROVIDE EASY ACCESS
FOR INSPECTION. Make periodic inspections of stored products to
assure that products are maintained under specified conditions, and free
from damage or deterioration.
D. PROTECTION AFTER INSTALLATIONS.
1. Provide substantial coverings as necessary to protect installed products
from damage from traffic and subsequent construction operations.
Remove when no longer needed.
END OF SECTION 01600
01600-5
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SECTION 01700
CONTRACT CLOSEOUT
1.01 GENERAL.
A. Comply with requirements stated in conditions of the contract and in
specifications for administrative procedures in closing out the work.
B. Related requirements in other parts of the Project Manual:
1. Fiscal provIsions, legal submittals and additional administrative
requirements: Conditions of the contract.
C. Related Requirements Specified in Other Sections.
1. Closeout submittals required of trades: The respective sections of
specifications.
1.02 SUBSTANTIAL COMPLETION.
A. The conditions and procedures for inspection; and Contractor's, Engineer's and
Owner's responsibilities pertaining to Substantial Completion are as specified in
of the General Conditions.
1.03 FINAL INSPECTION.
A. Shall be in accordance with conditions and procedures outlined in the General
Provisions.
B. When Engineer finds that the work is acceptable under the Contract
Documents, he will request required Contractor's Closeout Submittals.
1.04 REINSPECTION FEES.
A. Should Engineer perform reinspections due to failure of the work to comply with
the claims of status of completion made by the Contractor:
1. Owner will compensate Engineer for such additional services.
2. Owner will deduct the amount of such compensation from the final payment
due the Contractor.
01700-1
END OF SECTION 01700
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1.05 CONTRACTOR'S CLOSEOUT SUBMITTALS TO ENGINEER.
A. Evidence of payment and release of liens: To requirements of General and
Supplementary Conditions.
B. Certificates of Insurance for products and completed operations.
C. Warranties and Bonds: To requirements of Section 01740.
D. Evidence of compliance with requirements of governing authorities:
1. Certificates of Inspection.
E. Project Record Documents: to requirements of Section 01720.
01700-2
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SECTION 01710
CLEANING AND DISPOSAL
PART 1 GENERAL
1.01 DESCRIPTION.
A. Contractor shall execute cleaning during progress of the work and at completion of
the work, as required by General Provisions.
1.02 DISPOSAL REQUIREMENTS.
A. Conduct cleaning .and disposal operations to comply with all local, state and federal
codes, ordinances, regulations, and anti-pollution laws.
B. Disposal of waste soil materials may be onsite or off-site at approved locations, at
Contractor's option.
C. Contractor shall be responsible for arranging for and obtaining off-site disposal
areas, including payment for all costs associated with such disposal.
1.03 SUBMITTALS.
A. Prior to beginning work, submit a plan for the satisfactory disposal of all waste
materials and debris.
PART 2 PRODUCTS
2.01 MATERIALS. (Not Used.)
PART3 EXECUTION
3.01 CLEANING.
A. Execute periodic cleaning to keep the Work, the site and adjacent properties free
from accumulations of waste materials, rubbish and windblown debris, resulting from
. construction operations.
B. Provide on-site containers for the collection of waste materials, debris and rubbish.
C. Remove waste materials, debris and rubbish from the site periodically and dispose
of at approved locations.
END OF SECTION 01710.
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1.01
1.02
1.03
SECTION 01720
PROJECT RECORD DOCUMENTS
GENERAL.
A. Contractor shall maintain at the site as specified herein for the
Owner one record copy of:
1. Drawings.
2. Specifications.
3. Addenda.
4. Change orders and other modifications.
5. Engineer field orders or written instructions.
6. . Approved shop drawings, product data and samples.
7. Field test records.
B. Related requirements in other parts of the Project Manual:
1. Conditions of the Contract.
MAINTENANCE OF DOCUMENTS AND SAMPLES.
A. Store documents and samples in Contractor's field office apart from
documents used for construction.
B. File documents and samples in accordance with data filing format of
the ConstruGtion Specifications Institute - MASTERFORMA T.
C. Maintain documents in a clean, dry, legible condition and in good
order. Do not use record documents for construction purposes.
D. Make documents and samples available at all times for inspection by
Engineer.
RECORDING..
A. Stamp or label each document "PROJECT RECORD" in 3/4" letters.
B. During the daily progress of the Work, the job superintendent for the
Contractor shall record information concurrently with construction
progress.
01720-1
1. Do not conceal any work until required information is
recorded.
c. Drawings: legibly mark to record actual construction In the color
codes designated by the Engineer.
D. Record Information includes but is not limited to the following:
1. Depths of various elements of foundation in relation to finish
reference datum.
2. Horizontal and vertical locations of underground utilities and
appurtenances, referenced to permanent surface
improvements.
3. Location of internal utilities and appurtenances concealed in
the construction, referenced to visible and accessible features
of the structure.
4. Field changes of dimension and detail.
5. Changes made by field order or by change order.
6. Details not on original Contract Drawings.
D. Specifications and addenda; legibly mark each section to record:
1. Manufacturer, trade name, catalog number, and supplier of
each product and item of equipment actually installed.
2. Changes made by field order or by change order.
E. All horizontal control dimensions shall be to the nearest tenth of a
foot. Elevations shall be to the nearest one-hundredths of a foot.
1.04 SUBMITTAL.
A. At the close of the job and prior to receipt of final payment, the
Contractor shall deliver to Engineer for Owner one complete set of
Record Documents.
B. Accompany submittal with transmittal letter containing:
1. Date.
2. Project title and number.
3. Contractor's name and address.
4. Title and number of each record document.
5. Signature of Contractor or his authorized representative.
END OF SECTION 01720.
01720-2
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.. SECTION 01740
WARRANTIES AND BONDS
1.01 GENERAL.
A. Contractor shall:
1. Compile specified warranties and bonds.
2. Compile specified service and maintenance contracts.
3. Co-execute submittals to verify compliance with Contract Documents.
4. Review submittals to verify compliance with Contract Documents.
5. Submit to Engineer for review and transmittal to Owner.
6. Related requirements in other parts of the Project Manual:
a) Bid Bonds: Instructions to bidders.
b) Performance B~nd and Payment Bond: conditions of the contract.
c) General warran'ty of construction: conditions of the contract.
B. Related Requirements Specified in other Sections:
1. Contract closeout: Section 01700
2. Equipment Manuals: Section 01300
3. Warranties and Bonds required for specific products: Each respective
section of specifications as listed below.
1.02 SUBMITTAL REQUIREMENTS.
A. Assemble warranties, bonds and service and maintenance contracts, executed
by each of the respective manufacturers, suppliers, and subcontractors.
The contractor shall warrant that all labor and materials furnished and work
performed are in accordance with the Contract Documents and authorized
modifications thereto, and will be free from defect due to defective materials or"
workmanship for a period of one year from Date of Substantial Completion.
Should any defect develop during the warranty period due to improper
materials, workmanship or arrangement, the defect shall, upon written notice by
the Owner, be made good by the Contractor at no expense to the Owner.
B. Number of original signed copies required: Two (2) each.
c. Table of Contents: . Neatly typ~d, in orderly sequence. Provide complete
information for each item.
1. Product or work item.
01740-1
2. Firm, with name of principal, address and telephone number.
3. Scope.
4. Date of beginning of warranty, bond or service and maintenance contract.
5. Duration of warranty, bond or service maintenance contract.
6. Provide information for Owner's personnel:
a. Proper procedure in case of failure.
b. Instances which might affect the validity of warranty or bond.
7. Contractor, name of responsible principal, address and telephone number.
1.03 FORM OF SUBMITTALS.
A. Prepare in duplicate packets.
B. Format:
1. Size 8 1/2 inches x 11 inches,' punch sheets for 3-ring binder.
a. Fold larger sheets to fit into binders.
2. Cover: Identify each packet with typed or printed title "WARRANTIES AND
BONDS." List:
a. Project title and number,
b. Owner's name.
c. Contractor's name and address.
C. Binders: Commercial quality, 3-ring, with durable and cleanable plastic covers.
1.04 TIME OF SUBMITTALS.
A. Submittals within ten (10) days after date of Substantial Completion, and prior to
final request for payment.
B. For items of work, where acceptance is delayed materially beyond the date of
substantial completion, provide updated submittal within ten (10) days after
acceptance, listing the date of acceptance as the start of the warranty period.
1.05 SUBMITTALS REQUIRED.
A. Submit warranties, bonds, service and maintenance contracts as specified in
the respective sections of specifications.
END OF SECTION 01740
01740-2
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...
ITEM P-607
JOINT AND CRACK PREPARATION AND SEALING
DESCRIPTION
607 -1.1 This item shall consist of providing and installing a resilient and adhesive
crack sealing filler capable of effectively sealing cracks in asphaltic pavements.
MATERIALS
607 -2.1 CRACK SEALERS. Crack sealing materials shall meet the requirements of
either of the materials specified in Table 1.
Each lot or batch of sealing compound shall be delivered to the job site in the
manufacturer's original sealed container. Each container shall be marked with the
manufacturer's name, batch or lot number, and the safe heating temperature and shall be
accompanied by the manufacturer's certification stating that the compound meets the
requirements of this specification.
TABLE 1
The Engineer shall specify one or more of the following:
ASTM D 3405
Joint Sealants, Hot-Poured, for Concrete and Asphalt
Pavements
ASTM D 3581
Joint Sealant, Hot-Poured, Jet-Fuel-Resistant Type, for
Portland Cement Concrete and Tar-Concrete Pavements.
CONSTRUCTION METHODS
607 -3.1 TIME OF APPLICATION. Cracks shall be sealed as soon after completion of
the cleaning, as feasible and before the pavement is opened. to traffic, including
construction equipment. The pavement temperature shall be above 40 F (4 C) at the time
of installation of the crack sealing material.
607-3.2 PREPARATION OF CRACKS. Immediately before sealing, the cracks shall be
thoroughly cleaned of all laitance and other foreign material. Cracks to be filled shall be
cleaned of all loose or foreign material. Routing will be necessary where cracks are %
inch or larger, or where the edges are loose and raveled. Where vegetation exists in
cracks, the vegetation shall be removed and the cracks cleaned to a depth of two inches.
Hot compressed air at 30000 F at 3000 feet per second will be used at all times to blast
out any vegetation, dirt, dampness and loose materials from the cracks. Those cracks
P-607 -1
shall be treated with a concentrated solution of a herbicide as approved for this use. The
crack faces shall be surface dry when the seal is applied.
607 -3.3 INSTALLATION OF SEALANTS. Cracks shall be inspected and shall be
approved by the Engineer before sealing is allowed. The crack sealant shall be applied
uniformly solid ~rom bottom to top and shall be filled without formation of entrapped air or
voids. The heating kettle shall be an indirect heating type, constructed as a double boiler.
A positive temperature control and mechanical agitation shall be provided. The sealant
shall not be heated to more than 20 F (-11 C) below the safe heating temperature. The
safe heating temperature can be obtained from the manufacturer's shipping container. A
direct connecting pressure type extruding device with nozzles shaped for insertion into
the crack shall be provided. Any sealant spilled on the surface of the pavement shall be
removed immediately.
MEASUREMENT AND PAYMENT
607 -4.1 Crack sealing shall be measured by the linear meter of sealant In place,
complete, and accepted.
BASIS OF PAYMENT
607 -5.1 Payment for crack sealing shall be made at the contract unit price per linear
meter. The price shall be full compensation for furnishing all materials, for all preparation,
delivering, and placing of these materials, and for all labor, equipment tools, and
incidentals necessary to complete the item.
Payment will be made under:
Item P-607 -5.1
Joint and Crack Preparation and Sealing -- per linear meter
MATERIAL REQUIREMENTS
ASTM D 3405
Joint Sealants, Hot-Poured, for Concrete and Asphalt
Pavements
ASTM D 3581
Joint Sealant, Hot-Poured, Jet-Fuel-Resistant Type, for
Portland Cement Concrete and Tar-Concrete Pavements.
END OF ITEM P-607
P-607-2
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