HomeMy WebLinkAboutBEAMS CONTRACTING RUNWAY 17-35 SAFETY OVERRUN IMPROVEMENT POJECT
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CONTRACT FORM
THIS AGREEMENT is dated as of the q day of J4.p~. ( in the year 2007 by and
between the AUGUSTA AVIATION COMMISSION, an instrumentality of AUGUSTA,
GEORGIA, a political subdlvision of the state of GEORGIA, (hereinafter called OWNER) and
BEAM'S CONTRACTING, INC. (hereinafter called CONTRACTOR).
OWNER and CONTRACTOR, in consideration ofthe mutual covenants hereinafter set forth, agree
as follows:
Article 1.
WORK.
The Work may be generally described as follows:
Base Bid: Regrading of existing Runway 17 overrun area to include Bituminous pavement
demolition, removal of existing drainage pipes, removal of two existing runway approach light
stations, construction of a crushed aggregate base course access road, instal,lation of new drainage
pipe and various erosion control measures.
Additive Bid No.1 was not awarded and is not part of this contract.
Additive Bid No.1: Clearing and regrading of existing drainage ditch within the limits ofthe glide
slope antennae critical area serving the approach to Runway 35, installation of new drainage pipe and
inlets and various erosion control measures.
The Project, for which the Work under the Contract Documents may be the whole or only a part, is
generally described as follows:
RUNWAY 17-35 SAFETY OVERRUN IMPROVEMENTS PROJECT
FAA A.I.P. Project No. 3-13:-0011-26-2003
AUGUST A REGIONAL AIRPORT
AUGUSTA, GEORGIA
Article 2. ENGINEER.
The Project has been designed by
THE LP A GROUP INCORPORATED
Post Office Box 5807
Columbia, South Carolina 29250
(803) 254-2211
who is hereinafter called ENGINEER and who is to act as OWNER's representative, assume all
duties and responsibilities and have the rights and authority assigned to ENGINEER in the Contract
Documents in connection with completion ofthe Work in accordance with the Contract Documents.
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Article 3.
CONTRACT TIME.
3.1 The Work will be completed and ready for final payment in accordance with paragraph 50-15
of the General Provisions as follows:
Completion ofProiect:
Base Bid: The work will be completed within 55 consecutive calendar days from date of
Notice-to-Proceed and within the stipulated phasing times as prescribed in Section 01010
"Scope of Wark" of the Project Manual.
Additive Bid No.1 was not awarded and is not part of this contract.
Base plus Additive Bid No.1: The work will be completed within 120 consecutive calendar
days from date of Notice- to-Proceed and within the stipulated phaSing times as prescribed in
Section 0 1 010 "Scope of Work" of the Project Manual
3.2 Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of
this Agreement and that OWNER will suffer financial loss if the Work is not completed
within the times specified in paragraph 3.1 above, plus any extensions thereof allowed in
accordance with Paragraph 80-07 ofthe General Provisions. They also recognize the delays,
expense and difficulties involved in proving in a legal or arbitration proceeding the actual
loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of
requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for
delay (but not as a penalty) CONTRACTOR shall pay OWNER the amount as stipulated in
Supplementary Conditions SC-14 of Section 00800 for each calendar day that expires after
the time specified in paragraph 3.1 for Completion and readiness for payment.
3.3 CONTRACTOR understands and hereby expressly agrees that in addition to liquidated
damages specified in Article 3.2 above, to pay the OWNER the actual costs to OWNER for
any inspector or inspectors necessarily employed by OWNER on the Work and the actual
costs to OWNER for the ENGINEER's observation of construction and project representative
services inCluding all travel and subsistence expenses after the date specified for completion
until the Work is completed and ready for final payment. Further, the CONTRACTOR
agrees that the sums to be paid the OWNER may be deducted from the sum due the
CONTRACTOR for work performed as provided in Section 90 of the General Provisions.
Article 4.
CONTRACT PRICE.
4.1 OWNER shall pay CONTRACTOR for completion of the Work in accordance with the
Contract Documents, and in accordance with the unit bid prices submitted for the Base Bid
Only on January 25, 2007 and amended by Attachment A to this Contract, with an initial
contract amount of $355.996.75 to be paid based upon the actual quantities approved and
accepted in accordance with the Contract Documents.
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Article 5.
PAYMENT PROCEDURES.
CONTRACTOR shall submit Applications for Payment in accordance with Section 90 of the
General Provisions but in no case shall submit Applications for Payment more than once per month.
Applications for Payment will be processed by ENGINEER as provided in the General Provisions.
5.1 Progress Payments. OWNER will make progress payments on account of the Contract
Price on the basis of CONTRACTOR's Applications for Payment as recommended by
ENGINEER, within 30 calendar days after receipt of an application for payment that has
been reviewed and approved by the Engineer. The last Friday of every month that work is
performed shall be the ending date for establishing the quantity of units completed for
submission in the application for payment.
5.1.1. Progress payments will be made in an amount equal to the percentage indicated
below, but, in each case, less the aggregate of payments previously made and less
such amounts as ENGINEER shall determine, or OWNER may withhold, in
accordance with Section 90 of the General Provisions.
90% of Work completed as determined by ENGINEER.
90% of materials and equipment not incorporated in the Work (but delivered, suitably
stored and accompanied by documentation satisfactory to OWNER as provided in
paragraph 90-07 ofthe General Provisions).
5.1.2 With each application for payment, the Contractor shall submit his DBE expenditures
for the month as well as a total-to-date. The expenditure report shall include the
name, date and amounts paid to each DBE subcontractor.
5.1.3 With each application for payment, the Contractor shall submit an updated CPM
schedule delineating activities completed' and those remain to be completed.
Additionally, he needs to identify any logic changes made since submission of his
first (baseline) CPM schedule. Detailed Bar Chart, Network Diagram and Standard
Report for all activities are required and shall be submitted on both hard (paper)
copies as well as the electronic files on 3-1/2" diskette(s) or compact disc(s).
5.1.4 The Contractor is advised that the certified payroll for his organization as well as all
of his subcontractors must be current within 14 days of the requested Application for
Payment.
5.1.5 The Contractor shall submit a manual set(s) for each item of equipment installed as
part of the Contract work when submitting a pay request for payment of the item( s)
requiring manual set(s). The set(s) shall include operation, maintenance, and parts
manuals.
5.1.6 Contractor's failure to submit an acceptable DBE expenditure report, CPM schedule
update, parts/operational/maintenance manual set( s), or not meeting the requirements
C-3
for the certified payroll submission schedule, as outlined in 5.1.2,5.1.3 and 5.1.4, and
5.1.5 above, will result in withholding of his progress payment by the Owner until
these requirements are satisfied.
5.2 Final Payment. Upon final completion and acceptance of the Work in accordance with
Section 50 ofthe General Provisions, OWNER shall pay the remainder ofthe Contract Price
as recommended by ENGINEER as provided in said paragraph 90-08.
Article 6.
CONTRACTOR'S REPRESENTATIONS.
In order to induce OWNER to enter into this Agreement, C()NTRACTOR makes the following
representations:
6.1 CONTRACTOR has familiarized itself with the nature and extent of the Contract
Documents, Work, site, locality, and all local conditions and Laws and Regulations that in
any manner may affect cost, progress, performance or furnishing of the Work.
6.2 CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining
and carefully studying) all such examinations, investigations, explorations, tests, reports and
studies which pertain to the subsurface or physical conditions at or contiguous to the site or
otherwise may affect the cost, progress, performance or furnishing of the Work as
CONTRACTOR considers necessary for the performance or furnishing of the Work at the
Contract Price, within the Contract Time and in accordance with the other terms and
conditions of the Contract Documents, including the General Provisions and no additional
examinations, investigations, explorations, tests, reports, studies or similar information or
data are or will be required by CONTRACTOR for such purposes.
6.3 CONTRACTOR has reviewed and checked all information and data shown or indicated on
the Contract Documents with respect to existing Underground Facilities at or contiguous to
the site and assumes responsibility for the accurate location of said Underground Facilities.
No additional examinations, investigations, explorations, tests; reports, studies or similar
information or data in respect of said Underground Facilities are or will be required by
CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the
Contract Time and in accordance with the other terms and conditions of the Contract
Documents.
6.4 CONTRACTOR has correlated the results of all such observations, examinations,
investigations, explorations, tests, reports and studies with the terms and conditions of the
Contract Documents.
6.5
CONTRACTOR has given ENGINEER written notice of all conflicts, error or discrepancies
that he has discovered in the Contract Documents and the written resolution thereof by
ENGINEER is acceptable to CONTRACTOR.
BUY AMERICAN STEEL AND MANUFACTURED PRODUCTS FOR
CONSTRUCTION CONTRACTS (JAN 1991)
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6.6
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(a) The Contractor agrees that only domestic steel and manufactured products will be
used by the Contractor, subcontractors, material men, and suppliers in the performance of
this contract, as defined in (b) below.
(b) The following terms apply to this clause:
1. Steel and Manufactured Products. As used in this clause, steel and
manufactured products include (1) those produced in the United States or (2) a
manufactured product produced in the United States, if the cost of its components
mined, produced or manufactured in the United States exceeds 60 percent of the cost
of all its components and final assembly has taken place in the United States.
2. Components. As used in this clause, components mean those articles,
materials, and supplies incorporated directly into steel and manufactured products.
3. Cost of Components. This means the costs for production of the components,
exclusive of final assembly labor costs.
(c)
The attached list (marked as Exhibit "A") is the list of supplies/materials that the U.S.
Government has determined that are not produced in the United States in sufficient
and reasonably available quantities and of sufficient quality that will take exception
to this clause.
Article 7.
CONTRACT DOCUMENTS.
The Contract Documents which comprise the entire agreement between OWNER and
CONTRACTOR concerning the Work consist of the following:
7.1 This Agreement (pages C-1 to C-7, inclusive).
7.2 AttachmentA, Schedule of Values.
7.3 Performance and Payment Bonds, consisting of pages PB-l to PB-4, inclusive.
7.4 General Provisions and Supplementary Conditions.
7.5 Technical Specifications as listed in table of contents of the Project Manual.
7.6 Drawings, consisting of a cover sheet and sheets numbered C-1 through X-IS inclusive with
each sheet bearing the following general title:
RUNWAY 17-35 SAFETY OVERRUN IMPROVEMENTS PROJECT
AUGUSTA REGIONAL AIRPORT
FAA A.LP. PROJECT NO. 3-13-0011-26-2003
7 ~ 7 Addendum Number l.
C-5
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7.8 CONTRACTOR's Bid and attachments as listed below.
a. Bid Form (pages B-1 to B-33)
7.9 Summary to Minutes of Pre-Bid Conference.
7.10 Attendees List of Pre-Bid Conference.
7.1l Attendees List of Pre-Bid Site Visit.
7.12 Augusta-Richmond County DBE Directory.
There are no Contract Documents other than those listed in this Article 7. The Contract Documents
may only be amended, modified or supplemented as provided in Section 40 of the General
Provisions.
Article 8.
MISCELLANEOUS.
8.l Terms used in this Agreement which are defined in Section 10 ofthe General Provisions will
have the meanings indicated in the General Provisions.
8.2 No assignment by a party hereto of any rights under or interests in the Contract Documents
will be binding on another party hereto without the written consent of the party sought to be
bound; and specifically but without limitation monies that may become due and monies that
are due may not be assigned without such consent (except to the extent that the effect of this
restriction may be limited by law), and unless specifically stated to the contrary in any
written consent to an assignment no assignment will release or discharge the assignor from
any duty or responsibility under the Contract Documents.
8.3. OWNER and CONTRACTOR each binds itself, its partners, successors, assigiIs and legal
representatives to the other party hereto, its partners, successors, assigns and legal
representatives in respect of all covenants, agreements and obligations contained in the
Contract Documents.
8.4 The CONTRACTOR or subcontractor shall not discriminate on the basis of race, color,
national origin, or sex in the performance ofthis Contract. The CONTRACTOR shall carry
out applicable requirements of 49 CFR Part 26 in the award and administration of DOT
assisted contracts. Failure by the CONTRACTOR to carry out these requirements is a
material breach of this Contract, which may result in the termination of this contract or such
other remedy as the Owner deems appropriate.
8.5 The PRIME CONTRACTOR agrees to pay each subcontractor under this PRIME
CONTRACT for satisfactory performance of its contract no later than 7 days from the receipt
of each payment the PRIME CONTRACTOR receives from AUGUSTA-RICHMOND
COUNTY. The PRIME CONTRACTOR agrees further to return retainage payments to each
subcontractor within 7 days after the subcontractor's work is satisfactorily completed. Any
C-6
delay or postponement from the above reference time frame may occur only for good cause
following written approval of AUGUST A-RICHMOND COUNTY. This clause applies to
both DBE and non-DBE subcontractors.
Article 9. OTHER PROVISIONS.
IN WITNESS WHEREOF, OWNER and CONTRACTOR have signed five copies of this Agreemef'':~
counterparts each have been delivered to OWNER, and one counterpart each has be:~i'3.~~~
CONTRACTOR, ENGINEER, and FAA. All portions of the Contract Documents hav~" _0 '.,
identified by OWNER and CONTRACTOR or by ENGINEER on their behalf.
This Agreement will be effective on q M~ ?::-w"
Attest:
~vr
AUGUSTA AVIATION
COMMISSION
b7/YBa~
;,' ~(f . C lrman
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Address for giving notices:
C-7
EXHIBIT" A"
List of Supplies/Materials that the U.S. Government Has Determined Are Not Produced In the
United States In Sufficient and Reasonably Available Quantities And of Sufficient Quality (Jan
1991)
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Acatylene, black.
Agar, bulk.
Anise.
Antimony, as metal or oxide.
Asbestos, amosite, chrysolite, and
crocidolite.
Bananas.
Bauxite.
Beef, corned, canned.
Beef extract.
.Bephenium Hydroxynapthoate.
Bismuth.
Books, trade, text,
technical, or scientific; newspapers;
pamphlets; magazines; periodicals; printed
briefs and films; not printed in the United
States and for which domestics editions are
not available.
Brazil nuts, unroasted.
Cadmium, ores and flue dust.
Calcium cyanamide.
Capers.
Cashew nuts.
Castor beans and castor oil.
Chalk, English.
chestnuts.
Chicle.
Chrome ore or Chromite.
Cinchona bark.
Cobalt, in cathodes,
rondelles, or other primary ore and metal
forms.
Cocoa beans.
Coconut and coconut meat,
unsweetened, in shredded, desiccated or
similarly prepared form.
Coffee, raw or green bean.
Colchicine alkaloid, raw.
Copra.
Cork, wood or bark and waste.
Cover glass, microscope slide.
Cryolite, natural.
Dammar gum.
Diamonds, industrial, stones and abrasives.
Emetine, bulk.
Ergot, crude.
Erthrityl tetranitrate.
Fair linen, altar.
Fibers of the following types:
abaca, abace, agava, coir, flax, jute, jute
burlaps, palmyra and sisal. Goat and kidskins.
Graphite, natural, crystal-line, crucible
grade.
Handsewing needles.
Hemp yam.
Hog bristles for brushes.
Hyoscine, bulk..
Ipecac, root.
Iodine, crude.
Kaurigum.
Lac.
Leather, sheepskin, hair type.
Lavender oil.
Manganese.
Menthol, natural bulk.
Mica.
Microprocessor chips (brought onto
a construction site as separate units for
incorPoration into building systems during
construction or repair and alteration of real
property.)
Nickel, primary, in ingots, pigs, shots,
cathodes, or similar forms; nickel oxide and
nickel salts.
Nitroguanidine (also known as picrite).
Nux vomica, crude.
Oiticica oil.
Olive oil.
Olives (green), pitted or unpitted,
or stuffed, in bulk.
Opium, Crude.
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List of Supplies/Materials that the U.S. Government Has Determined Are Not Produced In the
United States In Sufficient and Reasonably A vaiJable Quantities And of Sufficient Quality (Jan
1991) (CONTINUED)
(B) "Fuel oil" - a liquid or liquefiable petroleum product burned for lighting or for the
generation of heat or power and derived directly or indirectly from crude oil, such as
kerosene, range oil, distillate fuel oils, gas oil, diesel fuel, topped crude oil, or residues.
(C) "Gasoline" - a refined petroleum distillate that, by its consumption, is suitable for use
as a carburant in internal combustion engines.
(D) "Jet fuel" - a refined petroleum distillate used to fuel jet propulsion engines.
(E) "Liquefied gases" - Hydrocarbon gases recovered from natural gas or produced from
petroleum refining and kept under pressure to maintain a liquid state at ambient
temperatures.
(F) "Lubricating oil" - a refined petroleum distillate or specially treated petroleum
residue used to lessen friction between surfaces.
(G) "Naphtha" - a refined petroleum distillate falling within a distillation range
overlapping the higher gasoline and the lower kerosenes.
(H) "Natural gas products" - liquids (under atmospheric conditions) including natural
gasoline, that -
(1) are recovered by a process of absorption, adsorption, compression,
refrigeration, cycling, or a combination of these processes, from mixtures of
hydrocarbons that existed in a vaporous phase in a reservoir, and
(2) when recovered and without processing in a refinery, definitions of products
contained in subdivision (B), (C), and (G) above.
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(1) "Residual fuel oil" - a topped crude oil or viscous residuum that, as obtained in
refining or after blending with other fuel oil, meets or is the equivalent of MIL SPEC
MIL-F-859 for Navy Special Fuel Oil and any more viscous fuel oil, such as No.5 or
Bunker C.
"Unfinished oils" means one or more of the petroleum oils listed under "Finished products"
above, or a mixture or combination of these oils, that are to be further processed other than by
blending by mechanical means.
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CERTIFICATE OF SECRETARY OF
b e Q rJl '0 ( ~ka[)1~15' 1?1(
AS TO RESOLUTION ADOPTED BY BOARD OF DIRECTORS
ON /97 f
I, ~ P k A-I ?/C tJ cE, hereby certify that I am the
duly authorized Secretary of 75;,;: /J n J C'1f I-f /II) L // ;L( , charged with keeping the records
and the seal of said Corporation, and that the following is a true and correct copy of a resolution
adopted at a meeting of the Board of Directors ofthe Corporation duly held on
ClD^-ct \ I 0 l,
RESOLVED that c:; I? fL:.
,
Vice President) of 7l It /1 /"lJ
, which resolution is now in full force and effect.
1lIfB/-'I
, (President,
& }vF AIJ (:f I Jl-S
, is hereby authorized
to execute contracts, performance bonds and labor and materials bonds on behalf ofthe
Corporation.
WITNESS my hand as Secretary, and the seal of the Corporation this ~ &
day of
~ tX1 dl
,20JZl.
u/~
Secretary
Sworn to before me this d.<.... day of1,\cu..Ll.....
, 20Lf).
/~h~j~
~ 0>~~
Lt- /w
Notary Public for
County
GI.ENOA eANOY
NotaIY Public of SouIh Carolina
M C " . M eorntniSS\lm &plies lJeI:sIIIB' 31,2010
Y ommISSlOn ExpIres: y .
CS-1
CONSTRUCTION PERFORMANCE BOND
Any singular reference to Contractor, Surety, Owner, or other party shall be considered plural where applicable.
CONTRACTOR (Name and Address):
BEAM'S CONTRACTING, INC
2335 ATOl\fiC ROAD
BEECH ISLAND, SC 29842
SURETY (Name and Address of Principal Place ef Business):
Great American Insurance Company
Cincinnati, Ohio
OWNER (Name and Address):
AUGUSTA-RICHMOND COUNTY and
AUGUSTA AVIATION COMMISSION at
AUGUSTA REGIONAL AIRPORT
1501 AVIATION WAY
AUGUSTA, GEORGIA 30906
CONTRACT
Date: q M~ CC:b'7
AmOWlt: $355,996.75
Description (Name and Location):
RUNWAY 17-35 SAFETY OVERRUN IMPROVEMENTS PROJECT
AUGUSTA REGIONAL AIRPORT
FAA A.I.P. NO. 3-13-0011-26-2003
PLEASE"
aDATE
BOND
Bond Number: 337 41 15
Date (Not earlier than Contract Date):Cf.w~. ( ZCXJI
AmOWlt: $355,996.75
Modifications to this Bond Form: None
p\fASE4'
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Surety and Contractor, intending to be legally bOWld hereby, subject to the terms printed on the reverse side hereof, do each cause
this Performance Bond to be duly executed on its behalf by its authorized officer, agent, or representative.
SURETY
Inc.
Signature: (Seal)
Name and Title: P-e.r-\"e.t1 &..-r^-~Q
\J I'C,.)!!. Yre.sJd--.i-
Great American Insurance Company (Seal)
Surety's Name d Corporate Seal
By'. h. . +,
. ~ -~~
Signature and Title Barbara H. Regi er
(Attach Power of Attorney) Attorney-in-Fact
~::~t:2~ 7'1 ~
(Space is provided below for signatures of additional
parties, if required.)
CONTRACTOR AS PRINCIPAL
Company:
6- -/
Signature: . --LO ~~~
Name andTitle:~~,- ~
?re.s " 4e..--r
SURETY
. (Seal)
Great American Insurance Company
Surety's Name and Corporate Seal
counterSig~ed ~
By: f), 'bJ~
Signature and Tit John R. Walker
(Attach Power of Attorney rgia Resident
(Seal)
Attest:
Signa
Witness
EJCDC No. C.oIO (2002 Edition)
Originally prepared through the joint efforts of the Surety Association of America, Engineers Joint Contrac Documents Committee, the Associated General
Contractors of America, and the American Institute of Architects.
PB-I
1. Contractor and Surety. jointly and severally, bind themselves. their heirs.
executors, administrators, successors, and assigns to Owner for the performance of
the Contract, which is incorporated herein by reference.
2. If Contractor performs the Contract. Surety and Contractor have no obligation
under this Bond, except to participate in conferences as provided in Paragraph 3.1.
3. If there is no Owner Default, Surety's obligation under this Bond shall arise
after:
3.1. Owner has notified Contractor and Surety, at the addresses described in
Paragraph 10 below, that Owner is considering declaring a Contractor
Default and has requested and attempted to arrange a conference with
Contractor and Surety to be held not later than 15 days after receipt of
such notice to discuss methods of performing the Contract. If Owner,
Contractor and Surety agree, Contractor shall be allowed a reasonable
time to perform the Contract, but such an agreement shall not waive
Owner's right, if any. subsequently to declare a Contractor Default; and
3.2. Owner has declared a Contractor Default and fonnally tenninated
Contractor's right to complete the Contract. Such Contractor Default
shall not be declared earlier than 20 days after Contractor and Surety
have received notice as provided in Paragraph 3. I; and
3.3. Owner has agreed to pay the Balance of the Contract Price to:
I. Surety in accordance with the tenns of the Contract;
2. Another contractor selected pursuant to Paragraph 4.3 to perfonn the
Contract.
4. When Owner has satisfied the conditions of Paragraph 3, Surety shall promptly
and at Surety's expense take one of the following actions:
4.1. Arrange for Contractor, with consent of Owner, to perfonn and
complete the Contract; or
4.2. Undertake to perform and complete the Contract itself, through its agents
or through independent contractors; or
4.3. Obtain bids or negotiated proposals from qualified contractors acceptable
to Owner for a contract for perfonnance and completion of the Contract.
arrange for a contract to be prepared for execution by Owner and
Contractor selected with Owner's concurrence, to be secured with
performance and payment bonds executed by a qualified surety
equivalent to the bonds issued on the Contract, and pay to Owner the
amount of damages as described in Paragraph 6 in excess of the Balance
of the Contract Price incurred by Owner resulting from Contractor
Default; or
4.4. Waive its right to perfonn and complete, arrange for completion, or
obtain a new contractor and with reasonable promptness under the
circumstances:
1. After investigation. determine the amount for which it may be liable
to Owner and, as soon as practicable after the amount is detennined,
tender payment therefor to Owner; or
2. Deny liability in whole or in part and notifY Owner citing reasons
therefor.
5. If Surety does not proceed as provided in Paragraph 4 with reasonable
promptness, Surety shall be deemed to be in default on this Bond 15 days after
receipt of an additional written notice from Owner to Surety demanding that Surety
perform its obligations under this Bond, and Owner shall be entitled to enforce any
remedy available to Owner. If Surety proceeds as provided in Paragraph 4.4, and
Owner refuses the payment tendered or Surety has denied liability, in whole or in
part, without further notice Owner shall be entitled to enforce any remedy available
to Owner.
6. After Owner has terminated Contractor's right to complete the Contract. and if
Surety elects to act under Paragraph 4.1, 4,2, or 4.3 above, then the responsibilities
of Surety to Owner shall not be greater than those of Contractor under the Contract,
and the responsibilities of Owner to Surety shall not be greater than those of Owner
under the Contract. To a limit of the amount of this Bond, but subject to
commitment by Owner of the Balance of the Contract Price to mitigation of costs
and damages on the Contract, Surety is obligated without duplication for:
6.1. The responsibilities of Contractor. for correction of defective Work and
completion of the Contract;
6.2. Additional legal, design professional, and delay costs resulting from
Contractor's Default, and resulting from the actions or failure to act of
Surety under Paragraph 4; and
6.3.' Liquidated damages, or if no liquidated damages are specified in the
Contract. actual damages caused by delayed performance or non-
performance of Contractor.
7. Surety shall not be liable to Owner or others for obligations of Contractor that
are unrelated to the Contract, and the Balance of the Contract Price shall not be
reduced or set off on account of any such unrelated obligations. No right of action
shall accrue on this Bond to any person or entity other than Owner or its heirs.
executors, administrators, or successors.
8. Surety hereby waives notice of any change, including changes of time, to
Contract or to related subcontracts, purchase orders, and other obligations.
9. Any proceeding, legal or equitable. under this Bond may be instituted in any
court of competent jurisdiction in the location in which the Work or part of the Work
is located and shall be instituted within two years after Contractor Default or within
two years after Contractor ceased working or within two years after Surety refuses
or fails to perform its obligations under this Bond. whichever occurs first. If the
provisions of this paragraph are void or prohibited by law, the minimum period of
limitation available to sureties as a defense in the jurisdiction of the suit shall be
applicable.
10. Notice to Surety. Owner, or Contractor shall be mailed or delivered to the
address shown on the signature page.
11. When this Bond has been furnished to comply with a statutory requirement in
the location where the Contract was to be performed, any provision in this Bond
conflicting with said statutory requirement shall be deemed deleted here from and
provisions confonning to such statutory requirement shall be deemed incorporated
herein. The intent is that this Bond shall be construed as a statutory bond and not as
a common law bond.
12. Definitions.
12.1 Balance of the Contract Price: The total amount payable by Owner to
Contractor under the Contract after all proper adjustments have been
made, including allowance to Contractor of any amounts received or to
be received by Owner in settlement of insurance or other Claims for
damages to which Contractor is entitled, reduced by all valid and proper
payments made to or on behalf of Contractor under the Contract.
12.2. Contract: The agreement between Owner and Contractor identified on
the signature page, including all Contract Documents and changes
thereto.
12.3. Contractor Default: Failure of Contractor, which has neither been
remedied nor waived. to perfonn or otherwise to comply with the tenns
of the Contract.
12.4. Owner Default: Failure of Owner, which has neither been remedied nor
waived, to pay Contractor as required by the Contract or to perform and
complete or comply with the other tenns thereof.
FOR INFORMATION ONLY - Name, Address and Telephone
Surety Agency or Broker
Owner's Respresentative (engineer or other party)
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PB-2
CONSTRUCTION PAYMENT BOND
Any singular reference to Contractor, Surety, Owner, or other party shall be considered plural where applicable.
CONTRACTOR (Name and Address):
BEAM'S CONTRACTING, INC
2335 ATOMIC ROAD
BEECH ISLAND, SC 29842
SURETY (Name and Address of Principal Place of Business):
Great American Insurance Company
Cincinnati, Ohio
OWNER (Name and Address):
AUGUSTA-RICHMOND COUNTY and
AUGUSTA AVIATION COMMISSION at
AUGUSTA REGIONAL AIRPORT
1501 AVIATION WAY
AUGUSTA, GEORGIA 30906
CONTRACT
Date: tt Ij..p~ 2-.."'<.)'1
Amount: $355,996.75
Description (Name and Location):
RUNWAY 17-35 SAFETY OVERRUN IMPROVEMENTS PROJECT
AUGUSTA REGIONAL AIRPORT
FAA A.I.P. NO. 3-13-0011-26-2003
PLEASE_
_DATE
BOND
Bond Number: 337 41 15 , I'i
Date (Not earlier than Contract Date): q- rl-Pfl..-lC Z<<J]
Amount: $355,996.75
Modifications to this Bond Form: None
PLf:.4sE _
'. DATE
Surety and Contractor, intending to be legally bound hereby, subject to the terms printed on the reverse side hereof, do each cause
this Payment Bond to be duly executed on its behalf by its authorized officer, agent, or representative.
SURETY
, Inc.
Signature: ,It, (Seal)
Name and Title: De.rre-ll c-...r-.... -t ""
" ;....e- Pr- Q.& ;d,-. i-
Great American Insurance Company
Surety's Name and Corporate Seal
(Seal)
(Space is provided below for signatures of additional
parties, if required.)
Au"" n~1vJ '7~
Signature and Title
CONTRACTOR AS PRINCIPAL
Company:
Signature: 6~'bo~
Name and Title: t;.,.'IfZ.,~
~k:J~ T
SURETY
(Seal)
Great American Insurance Company
Surety's Name and Corporate Seal
~~natureand~ f~~~
(Attach Power of Attorney):;. orgia Resident
c:;:;
(Seal)
EJCDC No. C-61S (2002 Edition)
Originally prepared through the joint efforts of tll~ Sut'ety Association of America, Engineers Joint Contract Documents Committee, the Associated General
Contractors of America, the American Institute of Architects, the American Subcontractors Association, and the Associated Specialty Contractors.
PB-3
1. Contractor and Surety, jointly and severally. bind themselves, their heirs,
executors, administrators, successors. and assigns to Owner to pay for labor,
materials, and equipment furnished by Claimants for use in the performance of
the Contract, which is incorporated herein by reference.
2. With respect to Owner, this obligation shall be null and void if Contractor:
2.1. Promptly makes payment, directly or indirectly, for all sums due
Claimants, and
2.2. Defends, indemnifies, and holds hannless Owner from all claims.
demands, liens, or suits alleging non-payment by Contractor by any
person or entity who furnished labor, materials, or equipment for use
in the performance of the Contract, provided Owner has promptly
notified Contractor and Surety (at the addresses described in
Paragraph 12) 'of any claims. demands. liens, or suits and tendered'
defense of such claims, demands, liens, or suits to Contractor and'
Surety, and provided there is no Owner Default.
3. With respect to Claimants, this obligation shall be null and void if
Contractor promptly makes payment, directly or indirectly, for all sums due.
4. Surety shall have no obligation to Claimants under this Bond until:
4.1. Claimants who are employed by or have a direct contract with
Contractor have given notice to Surety (at the addresses described in
Paragraph 12) and sent a copy, or notice thereof, to Owner, stating
that a claim is being made under this Bond and, with substantial
accuracy, the amount of the claim.
4.2. Claimants who do not have a direct contract with Contractor:
1. Have furnished written -notice to Contractor. and sent a copy, or
notice thereof, to Owner, within 90 days after having last
performed labor or last furnished materials or equipment included
in the claim stating, with substantial accuracy, the amount of the
claim and the name of the party to whom the materials or
equipment were furnished or supplied, or for whom the labor was
done or performed; and
2. Have either received a rejection in whole or in part from
Contractor, or not received within 30 days of furnishing the above
notice any communication from Contractor by which Contractor
had indicated the claim will be paid directly or indirectly; and
3. Not having been paid within the above 30 days, have sent a written
notice to Surety and sent a copy, or notice thereof, to Owner,
stating that a claim is being made under this Bond and enclosing a
copy of the previous written notice furnished to Contractor.
5. If a notice by a Claimant required by Paragraph 4 is provided by Owner to
Contractor or to Surety, that is sufficient compliance.
6. When a Claimant has satisfied the conditions of Paragraph 4, the Surety
shall promptly and at Surety's expense take the following actions:
6.1. Send an answer to that Claimant, with a copy to Owner, within 45
days after receipt of the claim, stating the amounts that are undisputed
and the basis for challenging any amounts that are disputed.
6.2. Payor arrange for payment of any undisputed amounts.
7. Surety's total obligation shall not exceed the amount of this Bond, and the
amount of this Bond shall be credited for any payments made in good faith by
Surety.
8. Amounts owed by Owner'to Contractor under the Contract shall be used for
the performance of the Contract and to satisfy claims, if any, under any
performance bond. By Contractor furnishing and Owner accepting this Bond,
they agree that all funds earned by Contractor in the performance of the
Contract are dedicated to satisfy obligations of Contractor and Surety under this
Bond, subject to Owner's priority to use the funds for the completion of the
Work.
9. Surety shall not be liable to Owner, Claimants. or others for obligations of
Contractor that are unrelated to the Contract. Owner shall not be liable for
payment of any costs or expenses of any Claimant under this Bond, and shall
have under this Bond no obligations to make payments to. give notices on
behalf of, or otherwise have obligations to Claimants under this Bond.
10. Surety hereby waives notice of any change, including changes of time, to
the Contract or to related Subcontracts, purchase orders and other obligations.
11. No suit or action shall be commenced by a Claimant under this Bond other
than in a court of competent jurisdiction in the location in which the Work or
part of the Work is located or after the expiration of one year from the date (1)
on which the Claimant gave the notice required by Paragraph 4.1 or Paragraph
4.2.3, or (2) on which the last labor or service was performed by anyone or the
last materials or equipment were furnished by anyone under the Construction
Contract, whichever of (1) or (2) first occurs. If the provisions of this
paragraph are void or prohibited by law, the minimum period of lirnitation
available to sureties as a defense in the jurisdiction of the suit shall be
applicable.
12. Notice to Surety, Owner, or Contractor shall be mailed or delivered to the
addresses shown on the signature page. Actual receipt of notice by Surety,
Owner, or Contractor, however accomplished, shall be sufficient compliance as
of the date received at the address shown on the signature page.
13. When this Bond has been furnished to comply with a statutory requirement
in the location where the Contract was to be performed, any provision in this
Bond conflicting with said statutory requirement shall be deemed deleted
herefrom and provisions conforming to such statutory requirement shall be
deemed incorporated herein. The intent is that this Bond shall be construed as
a statutory Bond and not as a common law bond.
14. Upon request of any person or entity appearing to be a potential
beneficiary of this Bond, Contractor shall promptly furnish a copy of this Bond
or shall permit a copy to be made.
15. DEFINrTIONS
15.1. Claimant: An individual or entity having a direct contract with
Contractor, or with a first-tier subcontractor of Contractor. to furnish
labor, materials, or equipment for use in the performance of the
Contract. The intent of this Bond shall be to include without
limitation in the terms "labor; materials or equipment" that part of
water, gas, power, light, heat, oil, gasoline, telephone service, or
rental equipment used in the Contract, architectural and engineering
services required for performance of the Work of Contractor and,
Contractor's Subcontractors, and all other items for which a
mechanic's lien may be asserted in the jurisdiction where the labor,
materials, or equipment were furnished.
15.2. Contract: The agreement between Owner and Contractor identified on
the signature page, including all Contract Documents and changes
thereto.
15.3. Owner Default: Failure of Owner, which has neither been remedied'
nor waived, to pay Contractor as required by the Contract or to
perform and complete or comply with the other terms thereof.
FOR INFORMATION ONLY - Name, Address and Telephone
Surety Agency or Broker:
Owner's Representative (engineer or other party):
PB-4
- .
GREAT AMERICAN INSURANCE COMPANY@
Administrative Office: 580 WALNUT STREET. CINCINNATI, OHIO 45202 . 513-369-5000 . FAX 513-723-2740
The number of persons authorized by
this power of attorney is not more than THREE
No.O 17456
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That the GREAT AMERICAN INSURANCE COMPANY, a corporation organized and existing
under and by virtue of the laws of the State of Ohio, does hereby nominate, constitute and appoint the person or persons named below its true and lawful attorney-
in-fact, for it and in its name, place and stead to execute in behalf of the said Company. as surety, any and all bonds, undertakings and contracts of suretyship, or
other written obligations in the nature thereof: provided that the liability of the said Company on any such bond, undertaking or contract of suretyship executed
under this authority shall not exceed the limit stated below.
Name
Address
COLUMBIA, SOUTH CAROLINA
COLUMBIA, SOUTH CAROLINA
MACON, GEORGIA
Limit of Power
ALL
$75,000,000.
BARBARA H. REGISTER
HERBERTL.DECUERS
JOHN R. WALKER
This Power of Attorney revokes all previous powers issued in behalf of the attorney(s)-in-fact named above.
IN WITNESS WHEREOF the GREAT AMERICAN INSURANCE COMPANY has caused these presents to be signed and attested by its appropriate
officers and its corporate seal hereunto affixed this 20TH day of APRIL , 2005
Attest GREAT AMERICAN INSURANCE COMPANY
STATE OF OHIO, COUNTY OF HAMILTON _ ss: DAVID C. KITCHIN (513-412-4602)
On this 20TH day of APRIL, 2005 ,before me personally appeared DAVID C. KITCHIN, to me known, being
duly sworn, deposes and says that he resides in Cincinnati, Ohio, that he is the Divisional Senior Vice President of the Bond Division of Great American
Insurance Company, the Company described in and which executed the above instrument; that he knows the seal of the said Company; that the seal affixed to
the said instrument is such corporate seal; that it was so affixed by authority of his office under the By-Laws of said Company, and that he signed his name
thereto by like authority.
This Power of Attorney is granted by authority of the following resolutions adopted by the Board of Directors of Great American Insurance Company
by unanimous written consent dated March I, 1993.
RESOLVED: That the Division President, the several Division Vice Presidents and Assistant Vice Presidents. or anyone of them, be and hereby is
authorized, from time to time, to appoint one or more Attorneys-in-Fact to execute on behalf (!f the Company, as surety, any and all bonds. undertakings and
contracts of suretyship. or other written obligations in the nature thereof; to prescribe their respective duties and the respective limits qftheir authority; and to
revoke any such appointment at any time.
RESOLVED FURTHER: That the Company seal and the signature qf any of the aforesaid officers and any Secretary or Assistant Secretary of the
Company may be affixed byfacsimile to any power of attorney or certificate (!f either given for the execution of any bond, undertaking. contract or suretyship.
or other written obligation in the nature thereof, such signature and seal when so used being hereby adopted by the Company as the original signature of such
officer and the original seal (!f the Company. to be valid and binding upon the Company with the same force and effect as though manually affixed.
CERTIFICATION
I, RONALD C. HAYES, Assistant Secretary of Great American Insurance Company, do hereby certify that the foregoing Power of Attorney and the
Resolutions of the Board of Directors of March I, 1993 have not been revoked and are now in full force and effect.
Signed and sealed this
day of
S1n?~1 J 14-n4\
''"'
CERTIFICATE OF LIABILITY INSURANCE
Client#: 4703
BEAMSCON
ACORD",
DATE (MM/DDNYYY)
04/02107
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
. PRODUCER
Davis-Garvin Agency, Inc.
I PO Box 21627
Columbia,SC 29221-1627
800845.3163
IINSURED
Beam's Contracting, Inc
2335 Atomic Road
Beech Island, SC 29842
INSURERS AFFORDING COVERAGE
INSURER A: Capital City Insurance Company
INSURER B: Hartford Insurance Company
INSURER C:
INSURER D:
INSURER E:
NAIC#
30589
, 'COVERAGES
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
I ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
, POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
'CTR rNuSR TYPE OF INSURANCE POLICY NUMBER PJ>,N~~~~~8gmIE P~~fJ f~X~~~N LIMITS
.lA ~NERAL LIABILITY 01CLOO0845 04/01/07 04/01/08 EACH OCCURRENCE $1.000000
~ nMERCIAL GENERAL LIABILITY ~~~~~T=J9t.~~~"nce\ $100.000
.': CLAIMS MADE [iJ OCCUR MED EXP (Anyone person) $5 000
I ~ PO Ded:1,OOO PERSONAL & ADV INJURY $1.000.000
GENERAL AGGREGATE $2 000.000
GEN'L AGG~En LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $2 000.000
11 POLICY j~gT' f=f LOC
\A ~TOMOBILE LIABILITY 01CAOO0846 04/01/07 04/01/08 COMBINED SINGLE LIMIT $1,000,000
.!- ANY AUTO (Ea accident)
- ALL OWNED AUTOS BODILY INJURY
$
I SCHEDULED AUTOS (Per person)
I--
~ HIRED AUTOS BODILY INJURY
$
~ NON.OWNED AUTOS (Per accidenl)
I PROPERTY DAMAGE $
(Per accident)
=i' ,..'Ur< AUTO ONLY' EA ACCIDENT $
ANY AUTO OTHER THAN EA ACC $
I AUTO ONLY: AGG $
IA mESS/UMBRELLA LIABILITY 01UL001273 04/01/07 04/01/08 EACH OCCURRENCE $6 000.000
X OCCUR D CLAIMS MADE AGGREGATE $6 000.000
\ $
@ DEDUCTIBLE $
X RETENTION $10000 $
IA WORKERS COMPENSATION AND 01WCOO0540 04/01/07 04/01/08 X I WC STATU., I TOJ~'
EMPLOYERS' LIABILITY E.L. EACH ACCIDENT $500,000
ANY PROPRIETOR/PARTNER/EXECUTiVE
OFFICER/MEMBER EXCLUDED? EL DISEASE. EA EMPLOYEE $500,000
If yes, describe under E.L. DISEASE - POLICY LIMIT $500,000
SPECIAL PROVISIONS below
IB OTHER Leased or 22MSBE1528 04/01/07 04/01/08 $200,000 Limit
Rented Equipment $5,000 Deductible
\ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES f EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS
JOB: Runway 17 .35 Safety Overrun Improvements Projects Regional Airport
The Augusta Aviation Commission, its officials, staff and consultants;
Augusta, Georgia and the Augusta-Richmond County Commission, its elected,
I officials, officers, and empoyees; and The LPA Group Incorporated, its
(See Attached Descriptions)
CERTIFICATE HOLDER
I
CANCELLATION
The LPA Group Incorporated
700 Huger Street
Columbia, SC 29201
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRA liON
DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL ..-3Q.... DAYS WRITTEN
NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO 50 SHALL
IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER. iTS AGENTS OR
EWB
@ ACORD CORPORATION 191
6
IMPORTANT
I.
If the certificate holder is an ADDITIONAL INSURED, the policy(ies} must be endorsed. A statement
on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s}.
If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may
require an endorsement. A statement on this certificate does not confer rights to the certificate
holder in lieu of such endorsement(s).
J
DISCLAIMER
I
The Certificate of Insurance on the reverse side of this form does not constitute a contract between
the issuing insurer(s}, authorized representative or producer, and the certificate holder, nor does it
affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon.
DESCRIPTIONS (Continued from Page 1)
I
I
'-
staff and consultants are included as Additional Insureds for General
I Liaiblity with respect to Insured's work on this project.
1
I
I
CERTIFICATE OF LIABILITY INSURANCE
Client#: 4703
BEAMS CON
ACORD",
DATE (MMlDDJYyVY)
04/02/07
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
PRODUCER
Davis-Garvin Agency, Inc.
I PO Box 21627
Columbia, SC 29221-1627
800 845-3163
t INSURED
Beam's Contracting, Inc
2335 Atomic Road
Beech Island, SC 29842
INSURERS AFFORDING COVERAGE
INSURER A: Capital City Insurance Company
INSURER B: Hartford Insurance Company
INSURER C:
INSURER D:
INSURER E:
NAIC#
30589
. COVERAGES
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
I ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS,
LTR NSR[ TYPE OF INSURANCE POLICY NUMBER P~l-~~~J~~&8'wlE p~~fl(~J/~~N LIMITS -
JA ~ERAL LIABILITY 01CLOO0845 04/01/07 04/01/08 EACH OCCURRENCE $1.000000
X COMMERCIAL GENERAL LIABILITY ~~~~~~~9~~~~~~nre \ $100000
.. I CLAIMS MADE ~ OCCUR
MED EXP (Anyone person) $5.000
I X PO Ded:1,OOO PERSONAL & ADV INJURY $1 000.000
GENERAL AGGREGATE $2 000 000
n'L AGGREAE LIMIT APPLIES PER: PRODUCTS - COM PlOP AGG $2 000.000
POLICY ~~RT' n LOC "
\A ~TOMOBILE LIABILITY 01CAOO0846 04/01/07 04/01/08 COMBINED SINGLE LIMIT
.!.. ANY AUTO (Ea accident) $1,000,000
- ALL OWNED AUTOS BODILY INJURY
$
I SCHEDULED AUTOS (Per person)
-
~ HIRED AUTOS BODILY INJURY
$
~ NON-OWNED AUTOS (Per accident)
I PROPERTY DAMAGE $
(Per accident)
RGE LIABILITY AUTO ONLY - EA ACCIDENT $
I ANY AUTO OTHER THAN EA ACC $
AUTO ONLY: AGG $
IA ~ESS/UMBRELLA LIABILITY 01ULOO1273 04101/07 04/01/08 EACH OCCURRENCE $6.000 000
X OCCUR 0 CLAIMS MADE AGGREGATE $6.000 000
I $
~ DEDUCTIBLE $
X RETENTION $10000 $
A WORKERS COMPENSATION AND 01WCOO0540 04/01/07 04/01/08 X T T~~J';r~J.~~1 lOJ~-
I EMPLOYERS' LIABILITY $500,000
ANY PROPRIETOR/PARTNER/EXECUTIVE EL EACH ACCIDENT
OFFICER/MEMBER EXCLUDED? EL DISEASE. EA EMPLOYEE $500,000
If yes, describe under $500,000
SPECIAL PROVISIONS below E,L. DISEASE - POLICY LIMIT
\B OTHER Leased or 22MSBE1528 04/01/07 04101108 $200,000 Limit
Rented Equipment $5,000 Deductible
I DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS
JOB: Runway 17-35 Safety Overrun Improvements Projects Regional Airport
The Augusta Aviation Commission, its officials, staff and consultants;
Augusta, Georgia and the Augusta-Richmond County Commission, its elected
I officials, officers, and empoyees; and The LPA Group Incorporated, its
(See Attached Descriptions)
CERTIFICATE HOLDER
CANCELLATION
Augusta, Georgia and the
Richmond County Commission
1518 Marvin Griffin Road
Augusta, GA 30906
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL -3.0- DAYS WRITTEN
NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. BUT FAILURE TO DO SO SHALL
IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER. ITS AGENTS OR
EWB
@ ACORD CORPORATION 19a
:/lM17':l?71;
IMPORTANT
If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement
on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).
If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may
require an endorsement. A statement on this certificate does not confer rights to the certificate
holder in lieu of such endorsement(s).
J
DISCLAIMER
The Certificate of Insurance on the reverse side of this form does not constitute a contract between .
the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it
affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon.
I
I
I
ACORD 25-5 (2001/08) 2 of 3
#M173276
DESCRIPTIONS (Continued from Page 1)
staff and consultants are Included as Additional Insureds for General
I L1aiblity with respect to insured's work on this project.
.J
I
1
l
I
AMS 25.3 (2001/08)
3 of 3
#M173276
Client#: 4703
BEAMSCON
ACORD",
CERTIFICATE OF LIABILITY INSURANCE
DATE (MM/DDfYYYY)
04/02/07
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
PRODUCER
Davis-Garvin Agency, Inc.
PO Box 21627
I Columbia, SC 29221-1627
.800845.3163
INSURED
I
Beam's Contracting, Inc
2335 Atomic Road
Beech Island, SC 29842
INSURERS AFFORDING COVERAGE
INSURER A: Capital City Insurance Company
INSURER B: Hartford Insurance Company
INSURER c:
INSURER 0:
INSURER E:
NAIC#
30589
, ,COVERAGES
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
I MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
;.
_TR NSR[ TYPE OF INSURANCE POLICY NUMBER Pri'A'4~j9~;J8~IE p~~fJ(r..~~~N LIMITS
JA GENERAL LIABILITY 01 C LOO0845 04/01/07 04/01/08 EACH OCCURRENCE $1 000 000
t--- ~~~bff;i~9E~~~~enr.el
~ 3MMERCIAL GENERAL LIABILITY $100.000
-, t--- CLAIMS MADE ~ OCCUR MED EXP (Anyone person) $5 000
X PO Ded:1,OOO PERSONAL & ADV INJURY $1 000 000
I GENERAL AGGREGATE $2 000 000
GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COM~OPAGG $2 000 000
"I nPRO- n'
POLICY JECT LOC
IA ~TOMOBILE LIABILITY 01CAOO0846 04/01/07 04/01/08 COMBINED SINGLE LIMIT $1,000,000
X ANY AUTO (Ea accident)
-
- ALL OWNED AUTOS BODILY INJURY
$
SCHEDULED AUTOS (Per person)
I -
.!.- HIRED AUTOS BOOIL Y INJURY
$
.!.- NON-OWNED AUTOS (Per accident)
I - PROPERTY DAMAGE $
(Per accident)
I ~RAGE LIABILITY AUTO ONLY - EA ACCIDENT $
ANY AUTO OTHER THAN EA ACC $
I AUTO ONLY: AGG $
IA EXCESS/UMBRELLA LIABILITY 01UL001273 04/01/07 04/01/08 EACH OCCURRENCE $6 000 000
m OCCUR D CLAIMS MADE AGGREGATE $6 000 000
I $
i:;i DEDUCTIBLE $
X RETENTION $ 10000 $
A WORKERS COMPENSATION AND 01WCOOO540 04/01/07 04/01/08 X I WC STATU. I IOJ~'
EMPLOYERS' LIABILITY s500,000
ANY PROPRIETOR/PARTNER/EXECUTIVE EL EACH ACCIDENT
OFFICER/MEMBER EXCLUDED? E.L. DISEASE - EA EMPLOYEE $500 000
If yes, describe under E.L. DISEASE - POLICY LIMIT $500 000
SPECIAL PROVISIONS below
B OTHER Leased or 22MSBE1528 04/01/07 04101/08 $200,000 Limit
Rented Equipment $5,000 Deductible
IESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS
JOB: Runway 17-35 Safety Overrun Improvements Projects Regional Airport
The Augusta Aviation Commission, its officials, staff and consultants;
~ugusta. Georgia and the Augusta-Richmond County Commission, its elected
officials, officers, and empoyees; and The LPA Group Incorporated, its
(See Attached Descriptions) ~
:ERTIFICATE HOLDER
CANCELLATION
Augusta Aviation Commission
1501 Aviation Way
Augusta, GA 30906-9600
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL --3Q... DAYS WRITTEN
NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL
IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER. ITS AGENTS OR
REPRESENTATIVES.
AUTHORIZED REPRESENTATIVE
J). 'v( .s~
ACORD 25 (2001/08) 1 of 3
#M173276
EWB
@ ACORD CORPORATION 1988
IMPORTANT
If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement
on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).
If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may
require an endorsement. A statement on this certificate does not confer rights to the certificate
holder in lieu of such endorsement(s).
J
DISCLAIMER
The Certificate of Insurance on the reverse side of this form does not constitute a contract between
the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it
affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon.
I
.o.r.nRn ?~-~ /2001/08\
? nf 1
HM17"'l?7!;
I I DESCRIPTIONS (Continued from Page 1)
I
. staff and consultants are included as Additional Insureds for General
I Liaiblity with respect to Insured's work on this project.
J
I
3 of 3 #M173276
BEAMSCON
DATE
04/04/07
fHIS BINDER IS A TEMPORARY INSURANCE CONTRACT, SUBJECT TO THE CONDITIONS SHOWN ON THE REVERSE SIDE OF THIS FORM.
~RODUCER i PlJgN:o Ex!: 800-845-3163 COMPANY BINDER' .--_.-
Ii Ft!c No' 8037813641 James River Ins Co .4107007
Oavis-Garvin Agency, Inc. DATE EFFECTIVE OAT~XPiRATION T1~~
PO Box 21627 AM 04110/08 X 12:01 AM
I Columbia, SC 29221-1627 'M '00'
THIS BINDER IS ISSUED TO EXTEND COVERAGE IN THE ABOVE NAMED COMPANY
PER EXPIRING POLICY #:
ACORDTM INSURANCE BINDER
:ODE:
~GENCY
'::USTOMER 10:
INSURED
I SUB CODE:
DESCRIPTION OF OPERATlONSNEHICLESJPROPERTY (Including Location)
4703
Augusta-Richmond County Comm &
Augusta Aviation Commission
1501 Aviation Way
Augusta, GA 30906
Runway 17-35 Safety Overrun
Improvements Project
Augusta Regional Airport, Augusta, GA
I TYPE OF INSURANCE COVERAGE/FORMS DEDUCTIBLE COINS % ! AMOUNT
I PROPERTY CAUSES OF LOSS I
,- o BROAD 0 SPEC
- BASIC
I
3ENERAL LIABILITY EACH OCCURRENCE .$ 5,000,000__.,
~'"""- GB"""""'"" ~~~~g~ J~':M1SES $
CLAIMS MADE [!] OCCUR MED EXP (Anyone person) $
X Owners' Protective PERSONAL & ADV INJURY $
I -----
, GENERAL AGGREGATE i $ 5)000,000
II -' ---- -
RETRO DATE FOR CLAIMS MADE: PRODUCTS - COM PlOP AGG $
I AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $
-
- ANY AUTO I BODILY INJURY (Per person) $
t= ALL OWNED AUTOS BODILY INJURY (Per accidenl) $
SCHEDULED AUTOS PROPERTY DAMAGE $
- HIRED AUTOS MEDICAL PAYMENTS $
~ NON.OWNED AUTOS PERSONAL INJURY PROT $
UNINSURED MOTORIST $
$
~UTO PHYSICAL DAMAGE DEDUCTIBLE ~ ALL VEHICLES 'U SCHEDULED VEHICLES ACTUAL CASH VALUE
H COLLISION: STATED AMOUNT ~ $
OTHER THAN COL: OTHER '
~GE LIABILITY AUTO ONLY - EA ACCIDENT $ .-..---....-.--- -
t= ANY AUTO ' OTHER THAN AUTO ONLY: .------ ..-..-q ,-
EACH ACCIDENT $
AGGREGATE $
:XCESS LIABILITY ,
EACH OCCURRENCE ~.-.,- .---. -"
1-=1 UMBRELLA FORM AGGREGATE 1$ ..-
I OTHER THAN UMBRELLA FORM RETRO DATE FOR CLAIMS MADE: SELF.INSURED RETENTION $
WC STATUTORY LIMITS ------
WORKER'S COMPENSATION E.L, EACH ACCIDENT -1!.-.-----
AND
LIMITS
:OVERAGES
I I
EMPLOYER'S LIABILITY
LE.,=- DISE.A~!OA EM~LO~~~ $
i EL DISEASE. POLICY LIMIT ,$
I $PECIAL
CONDITIONSI
OTHER
':OVERAGES
FEES
TAXES
--2..-, --
..:L
ESTIMATED TOTAL PREMIUM : $
~AME & ADDRESS
I
ADDITIONAL INSURED
--...-....-
ORMATION ON REVERSE SIDE
EWB
(i) ACORD CORPORATION 19
\,
I,
I'
I
CONDITIONS
This Company binds the kind(s) of insurance stipulated on the reverse side. The Insurance is subject to the
terms, conditions and limitations of the policy(ies) in current use by the Company.
This binder may be cancelled by the Insured by surrender of this binder or by written notice to the Company
stating when cancellation will be effective. This binder may be cancelled by the Company by notice to the
Insured in accordance with the policy conditions. This binder is cancelled when replaced by a policy. If this
binder is not replaced by a policy, the Company is entitled to charge a premium for the binder according to the
Rules and Rates in use by the Company.
Applicable in California
When this form is used to provide insurance in the amount of one million dollars ($1,000,000) or more, the title
of the form is changed from "Insurance Binder" to "Cover Note".
Applicable in Delaware
The mortgagee or Obligee of any mortgage or other instrument given for the purpose of creating a lien on real
property shall accept as evidence of insurance a written binder issued by an authorized insurer or its agent if
the binder includes or is accompanied by: the name and address of the borrower; the name and address of the
lender as loss payee; a description of the insured real property; a provision that the binder may not be canceled
within the term of the binder unless the lender and the insured borrower receive written notice of the cancel-
lation at least ten (10) days prior to the cancellation; except in the case of a renewal of a policy subsequent to
the closing of the loan, a paid receipt of the full amount of the applicable premium, and the amount of
insurance coverage.
Chapter 21 Title 25 Paragraph 2119
Applicable in Florida
Except' for Auto Insurance coverage, no notice of cancellation or nonrenewal of a binder is required unless the
duration of the binder exceeds 60 days. For auto insurance, the insurer must give 5 days prior notice, unless
the binder is replaced by a policy or another binder in the same company.
Applicable in Nevada
\
Any person who refuses to accept a binder which provides coverage of less than $1,000,000.00 when proof is
required: (A) Shall be fined not more than $500.00, and (8) is liable to the party presenting the binder as proof
of insurance for actual damages sustained therefrom.
GENERAL PROVISIONS
SECTION 10
DEFINITION OF TERMS
Whenever the following terms are used in these specifications, in the contract, in any documents or
other instruments pertaining to construction where these specifications govern, the intent and
meaning shall be interpreted as follows:
lO-Ol AASHTO. The American Association of State Highway and Transportation Officials,
the successor association to AASHO.
10-02 ACCESS ROAD. The right-of-way, the roadway and all improvements constructed
thereon connecting the airport to a public highway.
lO-03 ADVERTISEMENT. (NOTICE TO BIDDERS). A public announcement, as required
by local law, inviting bids for work to be performed and materials to be furnished.
lO-04 ADVISORY CIRCULAR. A document issued by the FAA containing informational
material and guidance. When referred to in the plans and specifications, advisory circulars shaUhave
the same force as supplemental specifications.
10-05 AlP. The Airport Improvement Program, a grant-in-aid program, administered by the
Federal Aviation Administration.
10-06 AIR OPERATIONS AREA. For the purpose of these specifications, the term air
operations area shall mean any area ofthe airport used or intended to be used for the landing, takeoff,
or surface maneuvering of aircraft. An air operation area shall include such paved or unpaved areas
that are used or intended to be used for the unobstructed movement of aircraft in addition to its
associated runway, or apron.
1 0-07 AIRPORT. AirPort means an area of land or water which is used or intended to be
used for the landing and takeoff of aircraft, and includes its buildings and facilities, if any.
10-08 ASTM. The AmericanSociety for Testing and Materials.
1 0-09 AWARD. The acceptance, by the owner, of the successful bidder's proposal.
1 0-1 0 BIDDER. Any individual, partnership, firm, or corporation, acting directly or through
a duly authorized representative, who submits a proposal for the work contemplated.
lO-11 BUILDING AREA. An area on the airport to be used, considered, or intended to be
used for airport buildings or other buildings and facilities located thereon.
GP-10-1
10-22 FAA. The Federal Aviation Administration of the U.S. Department of
Transportation. When used to designate a person, FAA shall mean the Administrator or his/her duly
authorized representative.
lO-23 FEDERAL SPECIFICA TJONS. The Federal Specifications and Standards, and
supplements, amendments, and indices thereto are prepared and issued by the General Services
Administration ofthe Federal Govemment. They may be obtained from Standardization Documents
_ Order Desk, 700 Robbins Avenue, Building 4 - Section D, Philadelphia, Pennsylvania 1911l-5094,
Telephone (215)697 - 2197.
10-24 INSPECTOR. An authorized representative of the Engineer assigned to make all
necessary inspections and/or tests of the work performed or being performed, or of the materials
furnished or being furnished by the Contractor.
10-25 INTENTION OF TERMS. Whenever, in these specifications or on the plans, the
words "directed," "required," "permitted," "ordered," "designated," "prescribed," or words ofthe like
import are used, it shall be understood that the direction, requirement, permission, order, designation,
or prescription of the Engineer is intended; and similarly, the words "approved," "acceptable,"
"satisfactory," or words oflike import, shall mean approved by, or acceptable to, or satisfactory to
the Engineer, subject in each case to the final determination ofthe owner.
Any reference to a specific requirement of a numbered paragraph ofthe contract specifications or a
cited standard shall be interpreted to include all general requirements of the entire section,
specification item, or cited standard that may be pertinent to such specific reference.
10-26 LAB ORA TORY. The official testing laboratories of the owner or such other
laboratories as may be designated by the Engineer.
10-27 LIGHTING. A system of fixtures providing or controlling the light sources used on
or near the airport or within the airport buildings. The field lighting includes all luminous signals,
markers, floodlights, and illuminating devices used on or near the airport or to aid in the operation of
aircraft landing at, taking off from, or taxiing on the airport surface.
lO-28 MAJOR AND MINOR CONTRACT ITEMS. A major contract item shall be any
item that is listed in the proposal, the total costofwhich is equal to or greater than 20 percent ofthe
total amount ofthe award contract. All other items shall be considered minor contract items.
10-29
work.
MA TERIALS. Any substance specified for use in the construction of the contact
10-30 MIL SPECIFICATION. The Military Specifications and Standards, and indices
thereto, are prepared and issued by the Department of Defense. They may be obtained from the same
address noted in paragraph 10-23.
GP-lO-3
lO-43 SPONSOR. A public agency or a political subdivision of a State in whom rests the
title to the airport at which the construction under this contract is to be performed. Political
subdivision refers to a County, City, Village, Township, or any combination or authority thereof as
provided by law for the construction and operation of airports. The sponsor may also be referred to
as the Owner in several parts of the contract.
lO-44 STRUCTURES. Airport facilities such as bridges; culverts; catch basins, inlets,
retaining walls, cribbing; storm and sanitary sewer lines; water lines; underdrains; electrical ducts,
manholes, handholes, lighting fixtures and bases; transformers; flexible and rigid pavements
navigational aids; buildings, vaults; and, other manmade features of the airport that may be
encountered in the work and not otherwise classified herein.
lO-45 SUBCONTRACTOR. The prequalified (where required) individual, partnership or
corporation, or a combination thereof, undertaking the execution of a part of the work under the
terms of the contract, by virtue of an agreement with the Contractor approved by the Owner.
1 0-46
SUB GRADE. The soil which forms the pavement foundation.
lO-47 SUPERINTENDENT. The Contractor's executive
representative who is present on the work during progress, authorized to receive and fulfill
instructions from the Engineer, and who shall supervise and direct the construction.
10-48 SUPPLEMENTAL AGREEMENT. A written agreement between the Contractor and
the owner covering: (1) work that would increase or decrease the total amount of the awarded
contract, or any major contract item, by more than 25 percent, such increased or decreased work
being within the scope ofthe originally awarded contract; or (2) work that is not within the scope of
the originally awarded contract.
lO-49 SURETY. The corporation, partnership, or individual, other than the Contractor,
executing payment or per:tormance bonds which are furnished to the owner by the Contractor.
10-50 T AXIW A Y. For the purpose ofthis document, the term taxiway means the portion of
the air operations area of an airport that has been designated by competent airport authority for
movement of aircraft to and from the airport's runways or aircraft parking areas.
10-5l WORK. The furnishing of all labor, materials, tools, equipment, and incidentals
necessary or convenient to the Contractor's performance of all duties and obligations imposed by the
contract, plans, and specifications~
lO-52 WORKING DAY. A working day.shall be any day other than a legal holiday,
Saturday, or Sunday on which the normal working forces ofthe Contractor may proceed with regular
work for at least 6 hours toward completion of the contract. Unless work is suspended for causes
beyond the Contractor's control, Saturdays, Sundays and holidays on which the Contractor's forces
engage in regular work, requiring the presence of an inspector, will be considered as working days.
END OF SECTION 10
GP-10-5
,'1'
SECTIONS 20 AND 30 ARE DELETED
REFERENCE SUPPLEMENTARYCONDITJONS SC-5 AND SC-7,
RESPECTIVELY
SECTJON 40
SCOPE OF WORK
40-0l INTENT OF CONTRACT. The intent of the contract is to provide for construction
and completion, in every detail, ofthe work described. It is further intended that the Contractor shall
furnish all labor, materials, equipment, tools, transportation, and supplies required to complete the
work in accordance with the plans, specifications, and terms of the contract.
40-02 AL TERA TJON OF WORK AND QUANTITIES. The owner reserves and shall have
the right to make such alterations in the work as may be necessary or desirable to complete the work
originally intended in an acceptable manner. Unless otherwise specified herein, the Engineer shall
be and is hereby authorized to make such alterations in the work as may increase or decrease the
originally awarded contract quantities, provided that the aggregate of such alterations does not
change the total contract cost or the total cost of any major contract item by more than 25 percent
(total cost being based on the unit prices and estimated quantities in the awarded contract).
Alterations which do not exceed the 25 percent limitation shall not invalidate the contract nor release
the surety, and the Contractor agrees to accept payment for such alterations as ifthe altered work had
been a part ofthe original contract. These alterations which are for work within the general scope of
the contract shall be covered by "Change Orders" issued by the Engineer. Change orders for altered
work shall include extensions of contract time where, in the Engineer's opinion, such extensions are
commensurate with the amount and difficulty of added work.
Should the aggregate amount of altered work exceed the 25 percent limitation hereinbefore specified,
such excess altered work shall be covered by supplemental agreement. If the owner and the
Contractor are unable to agree on a unit adjustment for any contract item' that requires a supplemental
agreement, the owner reserves the right to terminate the contract with respect to the item and make
other arrangements for its completion.
All supplemental agreements shall be approved by the FAA and shall include valid wage
determinations of the U.S. Secretary of Labor when the amount of the supplemental agreement
exceeds $2,000. However, if the Contractor elects to waive the limitations on work that increases or
decreases the originally awarded contract or any major contract item by more than 25 percent, the
supplemental agreement shall be subject to the same U.S. Secretary of Labor wage determination as
was included in the originally awarded contract.
All supplemental agreements shall require consent of the Contractor's surety and separate
performance and payment bonds.
, ' ,
40-03 OMITTED ITEMS. ,The Engineer may, in the owner's best interest, omit from the
work any contract item, except major contract items. Major contract items may be omitted by a
supplemental agreement. Such omission of contract items shall not invalidate any other contract
provision or requirement.
GP-40-1
furnish, erect, and maintain barricades, warning signs, flagmen, and other traffic control devices in
reasonable conformity with the Manual of Uniform Traffic Control Devices for Streets and
Highways (published by the United States Government Printing Office), unless otherwise specified
herein. The Contractor shall also construct and maintain in a safe condition any temporary
connections neces?ary for ingress to and egress from abutting property or intersecting roads, streets
or highways.
The Contractor shall make hislher own estimate of all labor, materials, equipment, and incidentals
necessary for providing the maintenance of aircraft and vehicular traffic as specified in this
subsection.
The cost of maintaining the aircraft and vehicular traffic specified in this subsection shall not be
measured or paid for directly, but shall be included in the various contract items.
40-06 REMOV AL OF EXISTING STRUCTURES. All existing structures encountered
within the established lines, grades, or grading sections shall be removed by the Contractor, unless
such existing structures are otherwise specified to be relocated, adjusted up or down, salvaged,
abandoned in place, reused in the work or to remain in place. The cost of removing such existing
structures shall not be measured or paid for directly, but shall be included in the various contract
items.
Should the Contractor encounter an existing structure (above or below ground) in the work for which
the disposition is not indicated on the plans, the Engineer shall be notified prior to disturbing such
structure. The disposition of existing structures so encountered shall be immediately determined by
the Engineer in accordance with the provisions ofthe contract.
Except as provided in the subsection titled RlGHTS IN AND USE OF MATERIALS FOUND IN
THE WORK of this section, it is intended that all existing materials or structures that may be
encountered (within the lines, grades, or grading sections established for completion of the work)
shall be utilized in the work as otherwise provided for in the contract and shall remain the property of
the owner when so utilized in the work.
40-07 RlGHTS IN AND USE OF MATERIALS FOUND IN THE WORK. Should the
Contractor encounter any material such as (but not restricted to) sand, stone, gravel, slag, or concrete
slabs within the established lines, grades, or grading sections, the use of which is intended by the
terms of the contract to be either embankment or waste, he may at hislher option either:
a Use such material in another contract item, providing such use is approved by
the Engineer and is in conformance with the contract specifications
applicable to such use; or,
b Remove such material from the site, upon written approval ofthe Engineer;
or
c Use such material for hislher own temporary construction on site; or,
GP-40-3
Contractor's vehicles, equipment, and materials may be stored in the area designated on the Plans.
Upon completion of the work, the storage area shall be cleaned up and returned to its original
condition to the satisfaction of the Engineer. No special payment will be made for clean up and
restoration of the storage area.
Space will be allotted by the Engineer for the use of employees of the Contractor and his
subcontractor( s) for the daily parking of their automobiles during the construction period. Personal
vehicles of employees and vehicles operated by vendors of goods or services will not be permitted
beyond the Contractor's parking area. Drivers of vehicles being operated beyond this area shall be
. subject to loss of permission to enter the construction site.
END OF SECTION 40
GP-40-5
SECTION 50
CONTROL OF WORK
50-0l AUTHORITY OF THE ENGINEER. The Engineer shall decide any and all questions
which may arise as to the quality and acceptability of materials furnished, work performed, and as to
the manner of performance and rate of progress of the work. He shall decide all questions which
may arise as to the interpretation ofthe specifications or plans relating to the work, the fulfillment of
the contract on the part of the Contractor, and the rights of different Contractors on the project. The
Engineer shall determine the amount and quality of the several kinds of work performed and
materials furnished which are to be paid for the under contract.
50-02 CONFORMITY WITH PLANS AND SPECIFICATIONS. All work and all
materials furnished shall be in reasonably close conformity with the lines, grades, grading sections,
cross sections, dimensions, material requirements, and testing requirements that are specified
(including specified tolerances) in the contract, plans or specifications.
If the Engineer finds the materials furnished, work performed, or the finished product not within
reasonably close conformity with the plans and specifications but that the portion of the work
affected will, in hislher opinion, result in a finished product having a level of safety, economy,
durability, and workmanship acceptable to the owner, he will advise the owner of hislher
determination that the affected work be accepted and remain in place. In this event, the Engineer
will document hislher determination and recommend to the owner a basis of acceptance which will
provide for an adjustment in the contract price for the affected portion ofthe work. The Engineer's
determination and recommended contract price adjustments will be based on good engineering
judgment and such tests or retests ofthe affected work as are, in hislher opinion, needed. Changes in
the contract price shall be covered by contract modifications (change order or supplemental
agreement) as applicable.
If the Engineer finds the materials furnished, work performed, or the finished product are not in
reasonably close conformity with the plans and specifications and have resulted in an unacceptable
finished product, the affected work or materials shall be removed and replaced or otherwise corrected
by and at the expense of the Contractor in accordance with the Engineer's written orders.
For the purpose ofthissubsection, the term "reasonably close conformity" shall not be construed as
waiving the Contractor's responsibility to complete the work in accordance with the contract, plans,
and specifications. The term shall not be construed as waiving the Engineer's right to insist on strict
compliance with the requirements ofthe contract, plans, and specifications during the Contractor's
prosecution ofthe work, whyn, in the Engineer's opinion, such compliance is essential to provide an
acceptable finished portion of the work.
F or the purpose of this subsection, the term "reasonably close conformity" is also intended to provide
the Engineer with the authority to use good engineering judgment in hislher determinations as to
acceptance of work that is not in strict conformity but will provide a finished product equal to or
better than that intended by the requirements of the contract, plans and specifications.
GP-50-l
The Contractor shall arrange his/her work and shall place and disposeofthe materials being used so
as not to interfere with the operations of the other Contractors within the limits of the same project.
He shall join his/her work with that of the others in an acceptable manner and shall perform it in
proper sequence to that of the others.
50-06 CONSTRUCTION LAYOUT AND STAKES. Utilizing the data shown on the plans
and/or furnished by the Engineer, the Contractor shall establish all horizontal and vertical controls
necessary to construct the work in conformance with the plans and specifications. The work shall
include performing all calculations required and setting all stakes needed, such as offset stakes,
reference point stakes, slope stakes, and other reference marks or points necessary to provide lines
and grades for construction.
The Contractor shall employ only competent personnel and utilize only suitable equipment in
performing layout work.
He shall not engage the services of any person or persons in the employ of the Engineer for
performance oflayout work.
Adequate field notes and records shall be kept as layout work is accomplished. These field notes and
records shall be available for review by the Engineer as the work progresses and copies shall be
furnished to the Engineer at the time of completion ofthe project. Any inspection or checking ofthe
Contractor's field notes or layout work by the Engineer and the acceptance of all or any part thereof,
shall not relieve the Contractor of his responsibility to achieve the lines, grades, and dimensions
shown in the plans and specifications.
The cost of all stakes and the cost of performing layout work as described above shall be included in
the contract unit prices for the various items of work to which it is incidental.
50-07 AUTOMATICALLY CONTROLLED EQUIPMENT. Whenever batching or mixing
plant equipment is required to be operated automatically under the contract and a breakdown or
malfunction ofthe automatic controls occurs, the equipment may be operated manually or by other
methods for a period 48 hours following the breakdown or malfunction, provided this method of
operations will produce results which conform to all other requirements of the contract.
50-08 AUTHORITY AND DUTIES OF INSPECTORS. Inspectors employed by the owner
shall be authorized to inspect all work done and all material furnished. Such inspection may extend
to all or any part ofthe work and to the preparation, fabrication, or manufacture ofthe materials to be
used. Inspectors are not authorized to revoke, alter, or waive any provision of the contract.
Inspectors are not authorized to issue instructions contrary to the plans and specifications or to act as
foreman for the Contractor.
50-09 INSPECTION OF THE WORK. All materials and each part or detail ofthe work
shall be subject to inspection by the Engineer. The Engineer shall be allowed access to all parts of
the work and shall be furnished with such information and assistance by the Contractor as is required
to make a complete and detailed inspection.
GP-50-3
The operation of equipment of such weight or so loaded as to cause damage to structures or to any
other type of construction will not be pennitted. Hauling of materials over the base course or surface
course under construction shall be limited as directed. No loads will be pennitted on a concrete
pavement, base, or structure before the expiration of the curing period. The Contractor shall be
responsible for all damage done by his/her hauling equipment and shall correct such damage at
his/her own expense.
50-l2 MAINTENANCE DURlNG CONSTRUCTION. The Contractor shall maintain the
work during construction and until the work is accepted. This maintenance shall constitute
continuous and effective work prosecuted day by day, with adequate equipment and forces so that the
work is maintained in satisfactory condition at all times.
In the case of a contract for the placing of a course upon a course or sub grade previously constructed,
the Contractor shall maintain the previous course or subgrade during all construction operations.
All costs of maintenance work during construction and before the project is accepted shall be
included in the unit prices bid on the various contract items, and the Contractor will not be paid an
additional amount for such work.
50-l3 FAILURE TO MAINTAIN THE WORK. Should the Contractor at any time fail to
maintain the work as provided in the subsection titled MAINTENANCE DURING
CONSTRUCTION of this section, the Engineer shall immediately notify the Contractor of such
noncompliance. Such notification shall specify a reasonable time within which the Contractor shall
be required to remedy such unsatisfactory maintenance condition. The time specified will give due
consideration to the exigency that exists.
Should the Contractor fail to respond to the Engineer's notification, the Engineer may suspend any
work necessary for the owner to correct such unsatisfactory maintenance condition, depending on the
exigency that exists. Any maintenance cost incurred by the owner, shall be deducted from monies
due or to become due the Contractor.
50-l4 P ARTIAL ACCEPTANCE. If at any time during the prosecution ofthe project the
Contractor substantially completes a usable unit or portion of the work, the occupancy of which will
benefit the owner, he may request the Engineer to make final inspection of that unit. Ifthe Engineer
finds upon inspection that the unit has been satisfactorily completed in compliance with the contract,
he may accept it as being completed, and the Contractor may be relieved of further responsibility for
that unit. Such partial acceptance and beneficial occupancy by the owner shall not void or alter any
provision of the contract.
50-l5 FINAL ACCEPTANCE. Upon due notice from the Contractor of presumptive
completion of the entire project, the Engineer and owner will make an inspection. If all construction
provided for and contemplated by the contract is found to be completed in accordance with the
contract, plans, and specifications, such inspection shall constitute the final inspection. The Engineer
shall notify the Contractor in writing of final acceptance as of the date of the final inspection.
GP-50-5
J
b Require all warranties to be executed, in writing, for the benefit ofthe Owner.
END OF SECTION 50
GP-50-7
>+
SECTJON 60
CONTROL OF MA TERlALS
60-0l SOURCE OF SUPPLY AND QUALITY REQUIREMENTS. The materials used on
the work shall conform to the requirements of the contract, plans, and specifications. Unless
otherwise specified, such materials that are manufactured or processed shall be new (as compared to
used or reprocessed).
In order to expedite the inspection and testing of materials, the Contractor shall furnish complete
statements to the Engineer as to the origin, composition, and manufacture of all materials to be used
in the work. Such statements shall be furnished promptly after execution ofthe contract but, in all
cases, prior to delivery of such materials.
At the Engineer's option, materials may be approved at the source of supply before delivery is
started. If it is found after trial that sources of supply for previously approved materials do not
produce specified products, the Contractor shall furnish materials from other sources.
60-02 SAMPLES, TESTS, AND CITED SPECIFICATIONS. All materials used in the
work shall be inspected, tested, and approved by the Engineer before incorporation in the work. Any
work in which untested materials are used without approval or written permission of the Engineer
shall be performed at the Contractor's risk. Materials found to be unacceptable and unauthorized will
not be paid for and, if directed by the Engineer, shall be removed at the Contractor's expense. Unless
otherwise designated, tests in accordance with the cited standard methods of AASHTO or ASTM
which are current on the date of advertisement for bids will be made by and at the expense of the
owner. Samples will be taken by a qualified representative of the owner. All materials being used
are subject to inspection, test, or rejection at any time prior to or during incorporation into the work.
Copies of all tests will be furnished to the Contractor's representative at his/her request.
In the event that any tests show a failure to meet the requirements of the contract document, the
expense of retesting, after substitution or modification by the Contractor, will be at the expense of
the Contractor and such costs will be deducted from the payments otherwise due to the Contractor.
The Contractor shall give sufficient notification of the placing of orders for materials to permit
testing.
60-03 CERTIFICATION OF COMPLIANCE. The Engineer may permit the use, prior to
sampling and testing, of certain materials or assemblies when accompanied by manufacturer's
certificates of compliance stating that such materials or assemblies fully comply with the
requirements of the contract. The certificate shall be signed by the manufacturer. Each lot of such
materials or assemblies delivered to the work must be accompanied by a certificate of compliance in
which the lot is clearly identified.
Materials or assemblies used on the basis of certificates of compliance may be sampled and tested at
any time and if found not to be in conformity with contract requirements will be subject to rej ection
whether in place or not.
GP -60-1
60-05 ENGINEER'S FIELD OFFICE AND LABORATORY. When specified and provided
for as a contract item, the Contractor shall furnish a building for the exclusive use of the Engineer as
a field office and field testing laboratory. The building shall be furnished and maintained by the
Contractor as specified herein and shall become property of the Contractor when the contract work is
completed.
60-06 STORAGE OF MATERIALS. Materials shall be so stored as to assure the
preservation oftheir quality and fitness for the work. Stored materials, even though approved before
storage, may again be inspected prior to their use in the work. Stored materials shall be located so as
to facilitate their prompt inspection. The Contractor shall coordinate the storage of all materials with
the Engineer. Materials to be stored on airport property shall not create an obstruction to air
navigation nor shall they interfere with the free and unobstructed movement of aircraft. Unless
otherwise shown on the plans, the storage of materials and the location ofthe Contractor's plant and
parked equipment or vehicles shall be as directed by the Engineer. Private property shall not be used
for storage purposes without written permission of the owner or lessee of such property. The
Contractor shall make all arrangements and bear all expenses for the storage of materials on private
property. Upon request, the Contractor shall furnish the Engineer a copy of the property owner's
permISSIon.
All storage sites on private or airport property shall be restored to their original condition by the
Contractor at hislher entire expense, except as otherwise agreed to (in writing) by the owner or lessee
of the property.
60-07 UNACCEPTABLE MATERIALS. Any material or assembly that does not conform
to the requirements of the contract, plans, or specifications shall be considered unacceptable and
shall be rejected. The Contractor shall remove any rejected material or assembly from the site of the
work, unless otherwise instructed by the Engineer.
Rejected material or assembly, the defects of which have been corrected by the Contractor, shall not
be returned to the site of the work until such time as the Engineer has approved its use in the work.
60-08 OWNER FURNISHED MATERIALS. The Contractor shall furnish all materials
required to complete the work, except those specified herein (if any) to be furnished by the owner.
Owner-furnished materials shall be made available to the Contractor at the location specified herein.
All costs of handling, transportation from the specified location to the site of work, storage, and
installing owner-furnished materials shall be included in the unit price bid for the contract item in
which such owner-furnished material is used.
After any owner- furnished material has been delivered to the location specified, the Contractor shall
be responsible for any demurrage, damage, loss, or other deficiencies which may occur during the
Contractor's handling, storage, or use of such owner-furnished material. The owner will deduct from
any monies due or to become due the Contractor any cost incurr~d by the owner in making good such
loss due to the Contractor's handling, storage, or use of owner-furnished materials.
END OF SECTION 60
GP-60-3
SECTION 70
LEGAL REGULATIONS AND RESPONSIBILITY TO PUBLIC
70-0l LA WS TO BE OBSERVED. The Contractor shall keep fully informed of all Federal
and State laws, all local laws, ordinances, and regulations and all orders and decrees of bodies or
tribunals having any jurisdiction or authority, which in any manner affect those engaged or employed
on the work, or which in any way affect the conduct ofthe work. He shall at all times observe and
comply with all such laws, ordinances, regulations, orders, and decrees; and shall protect and
indemnify the owner and all his/her officers, agents, or servants against any claim or liability arising
from or based on the violation of any such law, ordinance, regulation, order, or decree, whether by
himself or his/her employees.
If the Contractor observes that the drawings and specifica~ions are at variance with any laws, codes,
ordinances, and regulations, he shall promptly notify the Engineer in writing, and any necessary
changes shall be adjusted as provided in the contract for changes in the work. If the Contractor
performs any work contrary to such laws, codes, ordinances, and regulations, and without such notice
to the Engineer, he shall bear all costs arising therefrom.
70-02 PERMITS, LICENSES, AND TAXES. The Contractor shall procure all permits and
licenses, pay all charges, fees, and taxes, and give all notices necessary and incidental to the due and
lawful prosecution of the work.
70-03 PATENTED DEVICES, MATERIALS, AND PROCESSES. If the Contractor is
required or desires to use any design, device, material, or process covered by letters of patent or
copyright, he shall provide for such use by suitable legar agreement with the patentee or owner. The
Contractor and the surety shall indemnify and save harmless the owner, any third party, or political
subdivision from any and all claims for infringement by reason of the use of any such patented
design, device, material or process, or any trademark or copyright, and shall indemnify the owner for
any costs, expenses, and damages which it may be obliged to pay by reason of an infringement, at
any time during the prosecution or after the completion ofthe work.
70-04 RESTORATION OF SURFACES DISTURBED BY OTHERS. The owner reserves
the right to authorize the construction, reconstruction, or maintenance of any public or private utility
service, FAA or National Oceanic and Atmospheric Administration (NOAA) facility, or a utility
service of another government agency at any time during the progress ofthe work.
Except as indicated on the plans or contract documents, the Contractor shall not permit any
individual, firm, or corporation to exc~vate or otherwise disturb such utility services or facilities'
located within the limits of the work without the written permission of the Engineer.
Should the owner of public or private utility service, FAA, or NOAA facility, or a utility service of
another government agency be authorized to construct, reconstruct, or maintain such utility service or
facility during the progress of the work, the Contractor shall cooperate with such owners by
arranging and performing the work in this contract so as to facilitate such construction,
GP-70-1
.(~
The Contractor shall maintain the free and unobstructed movement of aircraft and vehicular traffic
with respect to his/her own operations and those of his/her subcontractors and all suppliers in
accordance with the subsection titled MAINTENANCE OF TRAFFIC of Section 40 hereinbefore
specified and shall limit such operations for the convenience and safety of the traveling public as
specified in the subsection titled LIMIT A TION OF OPERATIONS of Section 80 hereinafter.
The Contractor shall provide initial and continuing instructions to all supervisors, employees,
subcontractors, and suppliers to enable them to conduct their work in a manner that will provide the
maximum safety with the least hindrance to air and ground traffic, the general public, airport
employees, and to the workmen employed on the site.
All safety provisions specified by the plans and documents or received from the Project Engineer,
and those required by laws, codes and ordinances, shall be thoroughly disseminated and rigidly
enforced.
70-08 BARRlCADES. WARNING SIGNS, AND HAZARD MARKINGS. The Contractor
shall furnish, erect, and maintain all barricades, warning signs, and markings for hazards necessary to
protect the-public and the work. When used during periods of darkness, such barricades, warning
signs, and hazard markings shall be suitably illuminated.
For vehicular and pedestrian traffic, the Contractor shall furnish, erect, and maintain barricades,
warning signs, lights and other traffic control devices in reasonable conformity with the Manual of
Uniform Traffic Control Devices for Streets and Highways (published by the United States
Govemnient Printing Office).
When the work requires closing an air operations area of the airport or portion of such area, the
Contractor shall furnish, erect, and maintain temporary markings and associated lighting conforming
to the requirements of AC 150/5340-1F, Marking of Paved Areas on Airports.
The Contractor shall furnish, erect, and maintain markings and associated lighting of open trenches,
, excavations, temporary stock piles, and his/her parked construction equipment that may be hazardous
to the operation of emergency fire-rescue or maintenance vehicles on the airport in reasonable
conformance to AC 150/5370-2C, Operational Safety on Airports During Construction. The
Contractor shall identify each motorized vehicle or piece of construction equipment in reasonable
conformance to AC 150/5370-2C.
The Contractor shall furnish and erect all barricades, warning signs, and markings for hazards prior
to commencing work whi~h requires such erection and shall maintain the barricades, warning signs,
and markings for hazards until their dismantling is directed by the Engineer.
Open- flame type lights shall not be permitted within the air operations areas of the airport.
70-09 USE OF EXPLOSIVES. When the use of explosives is necessary for the prosecution
of the work, the Contractor shall exercise the utmost care not to endanger life or property, including
new work. The Contractor shall be responsible for all damage resulting from the use of explosives.
GP-70-3
...,ij
J-
deducted from any money due the Contractor, or if 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 is 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 considered as penalties.
70-ll RESPONSIBILITY FOR DAMAGE CLAlMS. The Contractor shall indemnify and
save harmless the Engineer and the owner and their officers, and employees from all suits, actions, or
claims of any character brought because of any injuries or damage received or sustained by any
person, persons, or property on account of the operations of the Contractor; or on account of or in
consequence of any neglect in safeguarding the work; or through use of unacceptable materials in
constructing the work; or because of any act or omission, neglect, or misconduct of said Contractor;
or because of any claims or amounts recovered from any infringements of patent, trademark, or
copyright; or from any claims or amounts arising or recovered under the "Workmen's Compensation
Act," or any other law, ordinance, order, or decree. Money due the Contractor under and by virtue of
hislher contract as may be considered necessary by the owner for such purpose may be retained for
the use of the owner or, in case no money is due, hislher surety may be held until such suit or suits,
action or actions, claim or claims for injuries or damages as aforesaid shall have been settled and
suitable evidence to that effect furnished to the owner, except that money duethe Contractor will not
be withheld when the Contractor produces satisfactory evidence that he is adequately protected by
public liability and property damage insurance.
70-12 THIRD PARTY BENEFICIARY CLAUSE. It is specifically agreed between the,
parties executing the contract that it is not intended by any of the provisions of any part of the
contract to create the public or any member thereof a third party beneficiary or to authorize anyone
not a party to the contract to maintain a suit for personal injuries or property damage pursuant to the
terms or provisions of the contract.
70-l3 OPENING SECTIONS OF THE WORK TO TRAFFIC. Should it be necessary for
the Contractor to complete portions of the contract work for the beneficial occupancy ofthe owner
prior to completion of the entire contract, such "phasing" ofthe work shall be specified herein and
indicated on the plans. When so specified, the Contractor shall complete such portions ofthe work
on or before the date specified or as otherwise specified. The Contractor shall make hislher own
estimate of the difficulties involved in arranging hislherwork to permit such beneficial occupancy by
the owner.
Upon completion of any portion of the work indicated on the drawing, such portion shall be accepted
by the owner in accordance with the subsection titled PARTIAL ACCEPTANCE of Section 50.
No portion of the work may be opened by the Contractor for public use until ordered by the Engineer
in writing. Should it become necessary to open a portion of the work to public traffic ona temporary
or intermittent basis, such openings shall be made when, in the opinion of the Engineer, such portion
ofthe work is in an acceptable condition to support the intended traffic. Temporary or intermittent
openings are considered to be inherent in the work and shall not constitute either acceptance ofthe
portion of the work so opened or a waiver of any provision of the contract. Any damage to the
GP-70-5
Prior to commencing the work in the general vicinity of an existing utility service or facility, the
Contractor shall notify each owner ofhislher plan of operation. If, in the Contractor's opinion, the
owner's assistance is needed to locate the utility service or facility or the presence of a representative
of the owner is desirable to observe the work, such advice should be included in the notification.
Such notification shall be given by the most expeditious means to reach the utility owner's PERSON
TO CONTACT no later than two normal business days prior to the Contractor's commencement of
operations in such general vicinity. The Contractor shall furnish a written summary of the
notification to the Engineer.
The Contractor's failure to give the two day's notice hereinabove provided shall be cause for the
~ngineer to suspend the Contractor's operations in the general vicinity of a utility service or facility.
Where the outside limits of an underground utility service have been located and staked on the
ground, the Contractor shall be required to use excavation methods acceptable to the Engineer within
3 feet of such outside limits at such points as may be required to ensure protection from damage due
to the Contractor's operations.
Should the Contractor damage or interrupt the operation of a utility service or facility by accident or
otherwise, he shall immediately notify the proper authority and the Engineer and shall take all
Teasonable measures to prevent further damage or interruption of service. The Contractor, in such
events, shall cooperate with the utility service or facility owner and the Engineer continuously until
such damage has been repaired and service restored to the satisfaction ofthe utility or facility owner.
The Contractor shall bear all costs of damage and restoration of service to any utility service or
facility due to hislher operations whether or not due to negligence or accident. The (contract) owner
reserves the right to deduct such costs from any monies due or which may become due the
Contractor, or hislher surety.
70-16 FURNISHING RIGHTS-OF - WAY. The owner will be responsible for furnishing all
rights-of-way upon which the work is to be constructed in advance of the Contractor's operations.
70-17 PERSONAL LIABILITY OF PUBLIC OFFICIALS. In carrying out any of the
contract provisions or in exercising any power or authority granted to him by this contract, there shall
be no liability upon the Engineer, hislher authorized representatives, or any officials of the owner
either personally or as an official of the owner. It is understood that in such matters they act solely as
agents and representatives ofthe owner.
70-18 NO WAIVER OFLEGAL RIGHTS. Upon completion ofthe work, the owner will
expeditiously make final inspection and notify the Contractor of final acceptance. Such final
acceptance, however, shall not preclude or estop the owner from correcting any measurement,
estimate, or certificate made before or after completion of the work, nor shall the owner be precluded
or estopped from recovering from the Contractor or hislher surety, or both, such overpayment as may
be sustained, or by failure on the part of the Contractor to fulfill hislher obligations under the
contract. A waiver on the part of the owner of any breach of any part of the contract shall not be held
to be a waiver of any other or subsequent breach.
GP-70-7
a Control of Water Pollution and Siltation.
All work of water pollution and siltation control is subject to
inspection by the local and/or state governmental enforcing agent.
2 All applicable regulations of fish and wildlife agencies and statutes
relating to the prevention and abatement of pollution shall be
complied with in the performance of the contract.
3 Construction operations shall be conducted in such manner as to
reduce erosion to the practicable minimum and to prevent damaging
siltation of watercourses, streams, lakes or reservoirs. The surface
area of erodible land, either on or off the airport site, exposed to the
elements by clearing, grubbing or grading operations, including
gravel pits, waste or disposal areas and haul roads, at anyone time,
for this contract, shall be subject to approval of the Engineer and the
duration of such exposure prior to final trimming and finishing ofthe
areas shall be held to the minimum practical. The Engineer shall
have full authority to order the suspension of grading and other
operations pending adequate and proper performance of trimming,
finishing and maintenance work or to restrict the area of erodible land
exposed to the elements.
4 Materials used for permanent erosion control measures shall meet the
requirements of the applicable specifications. Gravel or stone,
consisting of durable particles of fines, shall be used for construction
pads, haul roads and temporary roads in or across streams.
5 ' Where called for on the plans, a stilling basin shall be constructed to
prevent siltation in the stream from construction operations.
6 The disturbance of lands and waters that are outside the limits of
construction as staked is prohibited, except as found necessary and
approved by the Engineer.
7 The Contractor shall conduct his work in such manner as to prevent
the entry of fuels, oils, bituminous materials, chemicals, sewage or
other harmful materials into streams, rivers, lakes or reservoirs.
8 Water from aggregate washing or other operations containing
sediment shall be treated by filtration, by use of a settling basin or
other means to reduce the sediment content to a level acceptable to
the local and/or state governmental enforcing agent.
GP-70-9
watchman who shall have fire-fighting equipment and tools readily
available.
c Control of Other Air Pollutants
1 Minimum possible areas of open grading, borrow or aggregate
excavation shall be exposed at one time, consistent with the progress
of the work.
2 Grading areas shall be kept at proper moisture conditions.
3 Sand or dust blows shall be temporarily mulched, with or without
seeding, or otherwise controlled with stabilizing agents.
4 Cements, fertilizers, chemicals, volatiles, etc., shall be stored in
proper containers or with proper coverings to prevent accidental
discharge into the air.
5 Aggregate bins, cement bins, and dry material batch trucks shall be
properly covered to prevent loss of material to the air.
6 Drilling, grinding, and sand blasting apparatus shall be equipped with
water, chemical, or vacuum dust controlling systems except where
otherwise permitted by the Engineer in writing.
7 Applications of chemicals and bitumens shall be held to
recommended rates.
8 Bituminous mixing plants shall be equipped with dust collectors as
noted in the specifications.
9 Quarrying, batching, and mixing operations and the transfer of
materials between trucks, bins, or stockpiles shall be properly
controlled to minimize dust diffusion.
10 When necessary, certain operations shall be delayed until proper wind
or climatic conditions exist to dissipate or inhibit potential pollutants
to the satisfaction of the Project Engineer.
70-20 ARCHAEOLOGICAL AND HISTORlCAL FINDINGS. Unless otherwise specified
in this subsection, the Contractor is advised that the site of the work is not within any property,
district, or site, and does not contain any building, structure, or object listed in the current National
Register of Historic Places published by the United States Department of Interior.
GP-70-1l
SECTION 80
PROSECUTION AND PROGRESS
80-0 1 SUBLETTIN G OF CONTRACT. The Owner will not recognize any Subcontractor
on the work. The Contractor shall at all times when work is in progress be represented either in
person, by a qualified Superintendent, or by other designated, qualified representative who is duly
authorized to receive and execute orders of the Engineer.
Should the Contractor elect to assign hislher contract, said assignment shall be concurred in by the
surety, shall be presented for the consideration and approval ofthe owner, and shall be consummated
only on the written approval ofthe Owner. In case of approval, the Contractor shall file copies of all
subcontracts with the Engineer.
80-02 NOTICE TO PROCEED. The Notice to Proceed shall state the date on which it is
expected the Contractor will begin the construction and from which date contract time will be
charged. The Contractor shall begin the work to be performed under the contract within 10 days of
the date set by the Engineer in the written Notice to Proceed, but in any event, the Contractor shall
notify the Engineer at least 24 hours in advance of the time actual construction operations will begin.
80-03 PROSECUTION AND PROGRESS. Unless otherwise specified, the Contractor shall
submit hislher progress schedule for the Engineer's approval within 10 days after the effective date of
the Notice to Proceed. The Contractor's progress schedule, when approved by the Engineer, may be
used to establish major construction operations and to check on the progress of the work. The
Contractor shall provide sufficient materials, equipment, and labor to guarantee the completion ofthe
project in accordance with the plans and specifications within the time set forth in the proposal.
If the Contractor falls significantly behind the submitted schedule, the Contractor shall, upon the
Engineer's request, submit a revised schedule for completion of the work within the contract time
and modify hislher operations to provide such additional materials, equipment, and labor necessary
to meet the revised schedule. Should the prosecution ofthe work be discontinued for any reason, the
Contractor shall notify the Engineer at least 24 hours in advance of resuming operations;
For AlP contracts, the Contractor shall not commence any actual construction prior to the date on
which the notice to proceed is issued by the owner.
80-04 LIMITATION OF OPERATIONS. The Contractor shall control hislher operations
and the operations of hislher subcontractors and all suppliers so as to provide for the free and
unobstructed movement of aircraft in the AIR OPERATIONS AREAS of the airport.
When the work requires the Contractor to conduct hislher operations within an AIR OPERATIONS
AREA ofthe airport, the work shall be coordinated with airport management (through the Engineer)
at least 48 hours prior to commencement of such work. The Contractor shall not close an AIR
OPERATIONS AREA until so authorized by the Engineer and until the necessary temporary
marking and associated lighting is in place as provided in the subsection titled BARRICADES,
GP-80-1
discontinue the use of the substitute method or equipment and shall complete the remaining work
with the specified methods and equipment. The Contractor shall remove any deficient work and
replace it with work of specified quality, or take such other corrective action as the Engineer may
direct. No change will be made in basis of payment for the contract items involved nor in contract
time as a result of authorizing a change in methods or equipment under this subsection.
The failure to provide adequate labor and equipment may be considered cause for terminating the
contract.
80-06 TEMPORARY SUSPENSION OF THE WORK. The Engineer shall have the
authority to suspend the work wholly, or in part, for such period or periods as he may deem
necessary, due to unsuitable weather, or such other conditions as are considered unfavorable for the
prosecution of the work, or for such time as is necessary due to the failure on the part of the
Contractor to carry out orders given or perform any or all provisions of the contract.
In the event that the Contractor is ordered by the Engineer, in writing, to suspend work for some
unforeseen cause not otherwise provided for in the contract and over which the Contractor has no
control, the Contractor may be reimbursed for actual mon.ey expended on the work during the period
of shutdown. No allowance will be made for anticipated profits. The period of shutdown shall be
computed from the effective date ofthe Engineer's order to suspend work to the effective date ofthe
Engineer's order to resume the work. Claims for such compensation shall be filed with the Engineer
within the time period stated in the Engineer's order to resume work. The Contractor shall submit
with his/her claim information substantiating the amount shown on the claim. The Engineer will
forward the Contractor's claim to the owner for consideration in accordance with local laws or
ordinances. No provision of this article shall be construed as entitling the Contractor to
compensation for delays due to inclement weather, for suspensions made at the request of the
Contractor, or for any other delay provided for in the contract, plans, or specifications.
If it should become necessary to suspend work for an indefinite period, the Contractor shall store all
materials in such manner that they will not become an obstruction nor become damaged in any way.
He shall take every precaution to prevent damage or deterioration of the work performed and provide
for normal drainage of the work. The Contractor shall erect temporary structures where necessary to
provide for traffic on, to, or from the airport.
80-07 DETERMINATION AND EXTENSION OF CONTRACT TIME. The number of
calendar days allowed for completion of the work shall be stated in the proposal and contract and
shall be known as the CONTRACT TIME.
Should the contract time require extension for reasons beyond the Contractor's control, it shall be
adjusted as follows: ' ,
CONTRACT TIME based on CALENDAR DAYS shall consist ofthe number of calendar
days stated in the contract counting from the effective date of the Notice to Proceed and
including all Saturdays, Sundays, holidays, and nonwork days. All calendar days elapsing
between the effective dates of the Engineer's orders to suspend and resume all work, due to
GP-80-3
d Discontinues the prosecution of the work, or
e Fails to resume work which has been discontinued within a reasonable time
after notice to do so, or
f Becomes insolvent or is declared bankrupt, or corru:i1its any act of bankruptcy
or insolvency, or
g Allows any final judgment to stand against him unsatisfied for a period of 1 0
days, or
h Makes an assignment for the benefit of creditors, or
For any other cause whatsoever, fails to carry on the work in an acceptable
manner.
Should the Engineer consider the Contractor in default ofthe contract for any reason hereinbefore, he
shall immediately give written notice to the Contractor and the Contractor's surety as to the reasons
for considering the Contractor in default and the owner's intentions to terminate the contract.
If the Contractor or surety, within a period of lO days after such notice; does not proceed in
accordance therewith, then the owner will, upon written notification from the Engineer ofthe facts of
such delay, neglect, or default and the Contractor's failure to comply with such notice, have full
power and authority without violating the contract, to take the prosecution of the work out of the
hands of the Contractor. The owner may appropriate or use any or all materials and equipment that
have been mobilized for use in the work and are acceptable and may enter into an agreement for the
completion of said contract according to the terms and provisions thereof, or use such other methods
as in the opinion ofthe Engineer will be required for the completion of said contract in an acceptable
manner.
All costs and charges incurred by the owner, together with the cost of completing the work under
contract, will be deducted from any monies due or which may become due the Contractor. If such
expense exceeds the sum which would have been payable under the contract, then the Contractor and
the surety shall be liable and shall pay to the owner the amount of such excess.
80-10 TERMINA TION FOR NATIONAL EMERGENCIES. The owner shall terminate the
contract or portion thereofby written notice when the Contractor is prevented from proceeding with
the construction contract as a direct result of an Executive Order ofthe President with respect to the
prosecution of war or in the interest of national defense.
When the contract, or any portion thereof, is terminated before completion of all items of work in the
contract, payment will be made for the actual number of units or items of work completed at the
'contract price or as mutually agreed for items of work partially completed or not started. No claims
or loss of anticipated profits shall be considered.
GP-80-5
SECTlON 90
MEASUREMENT AND PAYMENT
90-0l MEASUREMENT OF QUANTITIES. All work completed under the contract will be
measured by the Engineer, or his/her authorized representatives, using United States Customary
Units of Measurement.
The method of measurement and computations to be used in determination of quantities of material
furnished and of work performed under the contract will be those methods generally recognized as
conforming to good engineering practice.
Unless otherwise specified, longitudinal measurements for area computations will be made
horizontally, and no deductions will be made for individual fixtures (or leave-outs) having an area of
9 square feet or less. Unless otherwise specified, transverse measurements for area computations
will be the neat dimensions shown on the plans or ordered in writing by the Engineer.
Structures will be measured according to neat lines shown on the plans or as altered to fit field
conditions.
Unless otherwise specified, all contract items which are measured by the linear foot such as electrical
ducts, conduits, pipe culverts, underdrains, and similar items shall be measured parallel to the base or
foundation upon which such items are placed.
In computing volumes of excavation the average end area method or other acceptable methods will
be used. The Contractor shall retain surveyor(s) accompanied and supervised by registered land
surveyor(s) in the State where the project is located to provide cross-sectional data to the Engineer to
assist him in checking and computation of earthwork quantities.
The thickness of plates and galvanized sheet used in the manufacture of corrugated metal pipe, metal
plate pipe culverts and arches, and metal cribbing will be specified and measured in decimal fraction
of inches.
The term "ton" will mean the short ton consistingof2,000 pounds avoirdupois. All materials which
are measured or proportioned by weights shall be weighed on accurate, approved scales by
competent, qualified personnel at locations designed by the Engineer. If material is shipped by rail,
the car weight may be accepted. provided that only the actual weight of material be paid for.
However, car weights will not be acceptable for material to be passed through mixing plants. Trucks
used to haul material being paid for by weight shall be weighed empty daily at such times as the
Engineer directs, and each truck shall bear a plainly legible identification mark.
GP-90-1
controlled by tolerances in cited specifications, manufacturing tolerances established by the
industries involved will be accepted.
Scales for weighing materials which are required to be proportioned or measured and paid for by
weight shall be furnished, erected, and maintained by the Contractor, or be certified permanently
installed commercial scales.
Scales shall be accurate within one-half percent ofthe correct weight throughout the range of use.
The Contractor shall have the scales checked under the observation of the inspector before beginning
work and at such other times as requested. The intervals shall be uniform in spacing throughout the
graduated or marked length of the beam or dial and shall not exceed one-tenth of 1 percent of the
nominal rated capacity of the scale, but not less than 1 pound. The use of spring balances will not be
permitted.
Beams, dials, platforms, and other scale equipment shall be so arranged that the operator and the
inspector can safely and conveniently view them.
Scale installations shall have available ten standard 50-pound weights for testing the weighing
equipment or suitable weights and devices for other approved-equipment.
Scales must be tested for accuracy and serviced before use at a new site. Platform scales shall be
installed and maintained with the platform level and rigid bulkheads at each end.
Scales "overweighing" (indicating more than correct weight) will not be permitted to operate, and all
materials received subsequent to the last previous correct weighing-accuracy test will be reduced by
the percentage of error in excess of one-half of 1 percent.
In the event inspection reveals the scales have been "underweighing" (indicating less than correct
weight), they shall be adjusted, and no additional payment to the Contractor will be allowed for
materials previously weighed and recorded.
All costs in connection with furnishing, installing, certifying, testing, and maintaining scales; for
furnishing check weights and scale house; and for all other items specified in this subsection, for the
weighing of materials for proportioning or payment, shall be included in the unit contract prices for
the various items ofthe project.
When the estimated quantities for a specific portion of the work are designated as the pay quantities
in the contract, they shall be the final quantities for which payment for such specific portion ofthe
work will be made, unless the dimensions of said portions of the work shown on the plans are
revised by the Engineer. If revised dimensions result in an increase or decrease in the quantities of
such work, the final quantities for payment will be revised in the amount represented by the
authorized changes in the dimensions.
90-02 SCOPE OF PAYMENT. The Contractor shall receive and accept compensation
provided for in the contract as full payment for furnishing all materials, for performing all work
GP-90-3
scale) for every hour that such labor or foreman is actually engaged in the
specified force account work. Such wage ( or scale) shall be agreed upon in
writing before the beginning of the work.
The Contractor shall receive the actual costs paid to, or in behalf of, workers
by reason of subsistence and travel allowances, health and welfare benefits,
pension fund benefits or other benefits, when such amounts are required by
collective bargaining agreement or other employment contract generally
. applicable to the classes oflabor employed on the work.
An amount equal to l5 percent of the sum of the above items will also be
paid to the Contractor.
b Insurance and Taxes. For property damage, liability, and workmen's
compensation insurance premiums, unemployment insurance contributions,
and social security taxes on the force account work the Contractor shall
receive the actual cost, to which cost (sum) 5 percent will be added. The
Contractor shall furnish satisfactory evidence ofthe rate orrates paid for such
'insurance and taxes.
c Materials. For materials accepted by the Engineer and then used, the
Contractor shall receive the' actual cost of such materials delivered on the
work, including transportation charges paid by him (exclusive of machinery
rentals as hereinafter set forth), to which cost (sum) 15 percent will be added.
d Equipment. For any machinery or special equipment (other than small tools)
including fuel and lubricants, plus transportation costs, the use of which has
been authorized by the Engineer, the Contractor shall receive the rental rates
agreed upon in writing before such work is begun for the actual time that
such equipment is committed to the work, to which rental sum l5 percent
will be added.
e Miscellaneous. No additional allowance will be made for general
superintendence, the use of small tools, or other costs for which no specific
allowance is herein provided.
f Comparison of Record. The Contractor and the Engineer shall compare
records of the cost of force account work at the end of each day. Agreement
shall be indicated by signature of the Contractor and the Engineer or their
duly authorized representatives.
g Statement. No payment will be made for work performed on a force account
basis until the Contractor has furnished the Engineer with duplicate itemized
statements of the cost of such force account work detailed as follows:
GP-90-5
remaining to be done. The remainder, less all previous payments and deductions, will then be
certified for payment to the Contractor.
It is understood and agreed that the Contractor shall not be entitled to demand or receive partial
payment based on quantities of work in excess of those provided in the proposal or covered by
approved change orders or supplemental agreements, except when such excess quantities have been
determined by the Engineer to be a part of the final quantity for the item of work in question.
No partial payment shall bind the owner to the acceptance of any materials or work in place as to
quality or quantity. All partial payments are subject to correction at the time offinal payment as
provided in the subsection titled ACCEPTANCE AND FINAL PAYMENT of this section.
90-07 PAYMENT FOR MATERIALS ON HAND. Partial payments may be made to the
extent of the delivered cost of materials to be incorporated in the work, provided that such materials
meet the requirements of the contract, plans, and specifications and are delivered to acceptable sites
on the airport property or at other sites in the vicinity that are acceptable to the owner. Such
delivered costs of stored or stockpiled materials may be included in the next partial payment after the
following conditions are met:
a The material has been stored or stockpiled in a manner acceptable to the
Engineer at or on an approved site.
b The Contractor has furnished the Engineer with acceptable evidence of the
quantity and quality of such stored or stockpiled materials.
c The Contractor has furnished the Engineer with satisfactory evidence that the
material and transportation costs have been paid.
d The Contractor has furnished the owner legal title (free of liens or
.encumbrances of any kind) to the material so stored or stockpiled, if
requested.
e The Contractor has furnished the owner evidence that the material so stored
or stockpiled is insured against loss by damage to or disappearance of such
materials at anytime prior to use in the work.
It is understood and agreed that the transfer of title and the owner's payment for such stored or
stockpiled materials shall in no way relieve the Contractor ofhis/her responsibility for furnishing and
placing such materials in accordance with the requirements ofthe contract, plans, and specifications.
In no case will the amount of partial payments for materials on hand exceed the contract price for
such materials or the contract price for the contract item in which the material is intended to be used:
No partial payment will be made for stored or stockpiled living or perishable plant materials.
GP-90-7
j
SECTION 00800
SUPPLEMENT ARY CONDITIONS
The following conditions amend or supplement the referenced "Standard Federal Aviation
Administration General Provisions". All provisions which are not so amended or supplemented
remain in full force and effect.
SECTION 1 0 DEFINITIONS
SC-l DELETE THE FOLLOWING DEFINITIONS AND REPLACE WITH THE
FOLLOWING DEFINITIONS:
DELETE "10-14 CONTRACT"; REPLACE WITH:
10-14 CONTRACT. The written agreement between OWNER and CONTRACTOR
covering the Work to be performed; other Contract Documents are attached to the
Contract and made a part thereof as provided therein. The term "Agreement" has the
same meaning as "Contract".
DELETE "10-l9 ENGINEER"; REPLACE WITH:
1 0-19 ENGINEER. The person, firm or corporation named as such in the
Agreement.
DELETE "10-41 SPECIAL PROVISIONS"; REPLACE WITH:
10-41 SUPPLEMENTARY CONDITIONS. The part of the Contract Documents
which amends or supplements these Standard FAA General Provisions.
DELETE "lO-49 SURETY"; REPLACE WITH:
1 0-49 SURETY. The corporate body which is bound with the CONTRACTOR and
which engages to be responsible for the CONTRACTOR and his acceptable
performance of the work and his payment of all debts pertaining to the work. '
DELETE "10-51 WORK"; REPLACE WITH:
lO-51 WORK. The entire complete construction or the various separately
identifiable parts thereof required to be furnished under the Contract Documents.
Work is the result of performing services, furnishing labor and fumishing and
incorporating materials and equipment into the construction, all as required by the
Contract Documents.
00800-l
The Bidder is expected to carefully examine the site of the proposed work, the
bidding requirements, plans, specifications, and contract forms. He shall satisfy
himself as to the character, quality, and quantities of work to be performed, materials
to be furnished, and as to the requirements of the proposed contract. The submission
of a proposal shall be a binding representation that the BIDDER has made such
examination and is satisfied as to the conditions to be encountered in performing the
work and as to the requirements of the proposed contract, plans, and specifications.
Boring logs and other records of subsurface investigations and tests are attached to
these specifications. It is understood and agreed that such subsurface information
was obtained and is intended for the Owner's design and estimating purposes only.
Such information has been made available for the convenience of all BIDDERs. It is
further understood and agreed that each BIDDER is solely responsible for all
assumptions, deductions, or conclusions which he may make or obtain from his
examination of the boring logs and other records of subsurface investigations and
tests that are furnished by the Owner.
In preparation of the Drawings and Specifications, ENGINEER has relied upon the
exploration and tests of subsurface conditions.
SC-7 REFER TO ARTICLES 16, 17 AND 18 OF THE INSTRUCTIONS TO
BIDDERS FOR PROCEDURES FOR AWARD AND SIGNING OF
CONTRACTS, AND DISPOSITION OF BID SECU~TY.
SC-8 PERFORMANCE AND OTHER BONDS:
a) Contractor shall furnish performance and payment Bonds, each in an amount
at least equal to the Contract' Price as security for' the faithful performance and
payment of all Contractor's obligations under the Contract Documents. These Bonds
shall remain in effect at least mitil one year after the date when final payment
becomes due, except as otherwise provided by Law or Regulation or by the Contract
Documents. Contractor shall also furnish such other Bonds as are required by the
Supplementary Conditions. All Bonds shall be in the forms prescribed by the
Contract Documents and be executed by such sureties as are named in the current list
of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal
Bonds and as Acceptable Reinsuring Companies" as published in Circular 570
(amended) by the Audit Staff Bureau of Accounts, U.S. Treasury Department. All
Bonds signed by an agent must be accompanied by a certified copy of the authority to
act.
b) If the surety on any Bond furnished by Contractor is declared a bankrupt or
becomes insolvent or its right to do business is terminated in any state where any part
of the Project is located or it ceases to meet the requirements of the paragraph
SC-8(a). Contractor shall within five days thereafter substitute another Bond and
Surety, both of which must be acceptable to Owner.
00800-3
50-l6.2
50-l6.3
50"- l6.4
.8
Documentation quantifying the amount of work which is believed to
constitute this "changed" work, and the time period and the areas where such
work was performed."
NOTICE
The giving of a' timely notice ofa potential claim prior to doing work, and the
submittal ofthe above listed information for claim evaluation, within 10 days
of the completion of the work which is subject of the claim, are both
conditions precedent to the making ofthe claim, to recovery thereon, and to
the bringing of a legal action for the resolution thereof.
RESOLUTION OF CLAIMS AND DISPUTES
.1
'At the Owner's sole discretion, the ENGINEER may be requested to further
review Claims which have been properly preserved as set forth inthis section
and take one or more ofthe following preliminary actions within ten days of
receipt of a Claim: (l) request additional supporting data from the claimant,
(2) submit a schedule to the parties indicating when the Engineer expects to
take action, (3) reject the Claim in whole or in part, stating reasons for
rejection, (4) recommend approval of the Claim by the other party or (5)
suggest a compromise. The Engineer also may, but is not obligated to, notify
the surety, if any, of the nature and amount of the Claim.
.2
If a Claim has been resolved, the Engineer will prepare or obtain appropriate
documentation.
.3
If a Claim has not been resolved, the party making the Claim shall, within ten
days after the Engineer's preliminary response, take one or more of the
following actions: (1) submit additional supporting data requested by the
Engineer, (2) modify the initial Claim or (3) notify the Engineer that the
initial Claim stands.
.4
If a Claim has not been resolved after consideration of the foregoing and of
further evidence presented by the parties or requested by the Engineer, the
Engineer will notify the parties in writing that the Engineer's decision will he
made within seven days, which decision shall be final and binding on the
parties but subiect to arbitration. Upon expiration of such time period, the
Engineer will render to the parties the Engineer's written decision relative to
the Claim, including any change in the Contract Sum or Contract Time or
both. If there appears to be a possibility of a Contractor's default, the
Engineer may, but is not obligated to, notify the surety and request the
surety's assistance in resolving the controversy.
ARBITRA nON
00800-5
.4.2 A demand for arbitration shall be made within the time limits
specified in Subparagraphs 50-l6.3.1 and 50-16.3.4 where applicable,
and in other cases within a reasonable time after the Claim has arisen,
and in no event shall it be made after the date when institution of
legal or equitable proceedings based on such Claim would be barred
by the applicable statute oflimitations as determined by Laws of the
State of Georgia.
.5 Limitation on Consolidation or Joinder. No arbitration arising out of or.
relating to the Contract Documents shall include, by consolidation or joinder
or in any other manner, the Engineer, their employees or consultants, except
by written consent containing specific reference to the Agreement and signed
by the Engineer, Owner, Contractor and any other person or entity sought to
be joined. No arbitration shall include, by consolidation or joinder or in any
other manner, parties other than the Owner, Contractor, Subcontractor(s) and
other persons substantially involved in a common question of fact or law
whose presence is required if complete relief is to be accorded in arbitration.
No person or entity other than the Owner, Contractor or Subcontractor(s)
shall be included as an original third party or additional third party to an
arbitration whose interest or responsibility is insubstantial. Consent to
arbitration involving an additional person or entity shall not constitute
consent to arbitration of a dispute not described therein or with a person or
entity not named or described therein. The foregoing agreement to arbitrate
and other agreements to arbitrate with an additional person or entity duly
consented to by parties to the Agreement shall be specifically enforceable
under applicable law in any court having jurisdiction thereof.
.6 Claims and Timely Assertion of Claims. A party who files a notice of
demand for arbitration must assert in the demand all Claims then known to
that party on which arbitration is permitted to be demanded. When a party
fails to include a Claim through oversight, inadvertence or excusable neglect,
or when a Claim has matured or been acquired subsequently, the arbitrator or
arbitrators may permit amendment.
.7 Judgment on Final Award. The award rendered by the arbitrator or
arbitrators shall be final, and judgment may be entered upon it in accordance
with applicable law in any court having jurisdiction thereof.
00800-7
SC-13
DELETE PARAGRAPH 70-]] "RESPONSIBILITY FOR DAMAGE
CLAIMS" IN ITS ENTIRETY AND INSERT THE FOLLOWING:
70-ll RESPONSIBILITY FOR DAMAGE CLAIMS.
70-l1.1
INSURANCE:
Contractor shall purchase and maintain such comprehensive general liability,
comprehensive automobile'liability and other insurance as is appropriate for the
Work being performed and furnished and as will provide protection from claims set
forth below which may arise out of or result from Contractor's performance and
furnishing of the Work and Contractor's other obligations under the Contract
Documents, whether it is to be performed or furnished by Contractor, by any
Subcontractor, by anyone directly or indirectly employed by any ofthem to perform
or furnish any of theW ork, or by anyone for whose acts any of them may be liable:
-11.1.1 Claims under workers' or workmen's compensation, disability benefits and
other similar employee benefit acts;
-ll.l.2 Claims for damages because of bodily injury, occupational sickness or
disease, or death of Contractor's employees;
-11.1.3 Claims for damages because of bodily injury, sickness or disease, or death of
any person other than Contractor's employees;
-11.1.4 Claims for damages insured by personal injury liability coverage which are
sustained (a) by any person as a result of an offense directly or indirectly related to
the employment of such person by Contractor, or (b) by any other person for any
other reason; ,
-11.1.5 Claims for damages, other than to the Work itself, because of injury to or
destruction of tangible property wherever located, including loss of use of resulting
therefrom;
-11.1.6 Claims arising out of operation of Laws or Regulations for damages because.
of bodily injury or death of.any person or for damage to property; and
-11.1. 7 ClaimS for damages because of bodily injury or death of any person or
property damage arising out of the ownership, maintenance or use of any motor
vehicle.
The insurance required by this paragraph 70-l1.1 shall include the specific coverage
and be written for no less than the limits ofliability and coverage specified in 70-11.3
or required by law, whichever is greater. The comprehensive general liability
insurance shall include completed operations insurance. All of the policies of
00800-9
I _.
(2) Applicable Federal
I
. (e.g. Longshoreman's)
(3) Employer's Liability
Statutory
$l,OOO,OOO
B. Commercial General Liability:
(1) General Aggregate:
$5,000,000 Combined Single Limit (Per Occurrence)
(2) The Contractor's Commercial General Liability insurance shall
provide coverage for the following: (1) Premises ~ Operations, (2)
Independent Contractors, (3) Products/Completed Operations Hazard,
(4) Underground Hazard, (5) Broad Form Property Damage, (6)
Explosion and Collapse Hazard, (7) Personal Injury, and (8)
Contractual Liability.
(3)
Products/Completed Operations:
$2,000,000
(4)
Excess Liability/Umbrella
$3,000,000
C. Comprehensive Automobile Liability:
(1) Bodily Injury and Property Damage:
$1,000,000 Combined Single Limit (Per Occurrence)
(2) The Contractor's Comprehensive Automobile Liability Insurance
shall provide coverage for Bodily Injury and Property Damage Per
Occurrence for owned, hired and non-owned vehicles.
D. The Augusta Aviation Commission, its officials, staff and consultants;
Augusta, Georgia and the Augusta-Richmond County Commission, its
elected officials, officers, and employees; and The LP A Group
Incorporated, its staff and consultants shall be named as additional insured
in the policy. A Certificate of Insurance naming Augusta Aviation
Commission as a certificate holder as well as a Certificate of Insurance
naming Augusta, Georgia and the Augusta-Richmond County Commission as
a certificate holder as well as a Certificate of Insurance naming the LP A
Group, Inc. as a certificate holder shall be issued by the Contractor's
insurance provider. The Contractor's insurance provider shall edit the
Certificate of Insurance standard cancellation clause from "..., the issuing
company will endeavor to mail _ days written notice to the certificate
holder..." to "..., the issuing company will mail 30 days written notice to the
certificate holder...".
00800-11
certificates bear a live signature of a direct representative of a company authorized to
do business in Georgia.
No certificate will be accepted unless the person signing the certificate certifies, in a
separate letter, his exact relationship with the insurance carrier or carriers indicated in
the certificate.
The Owner may, at his discretion, modify or waive any of the foregoing
requirements. No contract of insurance containing a "claims made" insuring
agreement will be acceptable unless the Contractor offering such insurance to fulfill
the requirements ofthis Contract agrees that each such contract of insurance shall be
renewed for the entire existence of the Contractor, their successors or assigns; and
that on termination of such coverage which is not replaced by a similar contract with
the required limits of liability, a "tail policy" will be purchased with limits not less
than those required by this Contract."
SC-14
80-08 FAILURE TO COMPLETE ON TIME:
80-08.1
Liquidated Damages:
Liquidated damages for failure to complete all Base Bid work within the Contract
time of 55 consecutive calendar days shall be $2,000 per calendar day. This sum is
exclusive of additional engineering fees and inspection fees incurred during the
period of delay. See paragraph 3.3 of the Contract at page C-2. ' .
Liquidated damages for failure to complete all Base Bid plus Additive Bid No.1
work within the total Contract time of 120 consecutive calendar days shall be ,$500
per calendar day. This sum is exclusive of additional engineering fees and inspection
fees incurred during the period of delay. See paragraph 3.3 ofthe Contract at page C-
2.
In addition, for not completing all punchlist work as determined by the
Engineer and the Owner at the Final Inspection for the entire project within 30
consecutive calendar days from date of the Final Inspection, $500 per day shall
be deducted from money due the Contractor or his surety until the punchlist
items are completed to the satisfaction of the Owner.
SC-15
80-06 TEMPORARY SUSPENSION OF THE WORK:
After the last paragraph, add the following new sentences:
If the Contractor requests a suspension of the work in whole or part for such period
. or periods as he may need, due to unsuitable weather or such other conditions as
Contractor considers unfavorable for the prosecution of work, or if ordered by.,
OWNER or ENGINEER due to inclement weather or the failure on the part of the
Contractor to carry out orders given, or to perform any or all provisions of the
00800-l3
SC-17
SC-18
SC-19
SC-20
SC-21
SC-22
CONTRACT TIME
Time for completion ofthe work is as stipulated in Section 0 1 010, Scope of Work
and within the stipulated phasinglsubphasing requirements as outlined in paragraph
80-08.1 Liquidated Damages of this section (Section 00800) and Section OlOlO
Scope Of Work.
COPIES OF CONSTRUCTION DOCUMENTS
ENGINEER will furnish at no charge to Contractor five (5) complete sets of plans
and specifications including cross-sections for Contractor's use during construction.
One set shall be maintained as the Project Record Documents. Additional sets of
plans and specifications or individual sheets of plans will be furnished to Contractor
at the cost of reproduction and postage.
WAIVER OF LIEN
Prior to final payment, the Contractor shall deliver to the Owner complete releases of
lien for all labor, materials, and equipment supplied under this Contract. The
Contractor shall also supply waivers of lien for all Subcontractors and material
suppliers.
90-01 MEASUREMENT OF QUANTITIES
DELETE THE FIRST PARAGRAPH AND REPLACE WITH THE FOLLOWING
REVISED PARAGRAPH:
"90-0l MEASUREMENT OF QUANTITIES. All work completed under the contract
will be measured by the Engineer (unless specified otherwise), or his/her authorized
representatives, using United States Customary Units of Measurement."
90-06 PARTIAL PAYMENTS
ADD THE FOLLOWING PARAGRAPH AT THE END OF SECTION 90-06
"This Agreement is intended by the Parties to, and does, supercede any and all
provisions of the Georgia Prompt Pay Act, O.C.G.A. Prompt Pay Act S 13-11-1, et
seq. In the event any provision of this Agreement is inconsistent with any provision
of the Prompt Pay Act, the provision of this Agreement shall control.
Notwithstanding any provision of this contract or Georgia law, Contractor, by
execution of this Contract, waives any claim for interest on any sums held as
retainage under this Contract. .
90-07 PAYMENT FOR MATERIALS ON HAND
After Item e ofthe first paragraph, add the following Item f:
f. The value of the delivered material which is to be used in one item of work
exceeds $3,000 and is not scheduled to be incorporated into the work within 60
days after delivery.
00800-15
...::......
MANDA TORY FEDERAL CONTRACT PROVISIONS
REQUIRED BID AND CONTRACT PROVISIONS
Section No. FCP Pa2.e No.
PART 1. PROVISIONS FOR ALL CONSTRUCTION CONTRACTS................................... 3
1.1 Buy American Preferences ........... ............................. ... ...... ...... .......... ............. ........... ........ 3
1.2 Buy American Certificate.......... .......... ........ .... .......... ................ .... .......... ............ ............... 3
1.3 Civil Rights Act Of 1964, Title Vi - Contractor Contractual Requirements...................... 4
1.4 Airport And Airway Improvement Act Of 1982, Section 520 - General Civil Rights
Provisi ons............................................................................................................. .,....... ................... 5
1.5 Lobbying And Influencing Federal Employees.................................................................. 6
l.6 Access To Records And Reports. .............................. ........:.. ............. ................................. 6
1.7 Disadvantaged Business Enterprises... ................ ....... ............... ............... ........ ................ ... 6
1.8 Energy Conservation Requirements ......................................................,............................. 7
l.9 Breach Of Contract Terms. ...... ............ ..................................... .................... ............... .... ... 7
l.l 0 Rights To Inventions........................................................................................................... 8
1.11 Trade Restriction Clause..................................................................................................... 8
l.12 Veteran's Preference................................................................................ ........................... 9
PART 2. ADDITIONAL PROVISIONS FOR CONSTRUCTION CONTRACTS
EXCEEDING $2,000........... ................................................... ......................................... ............. 10
2.1 Davis Bacon Requirements .......... ....................... ....... ........... ........ ................... ............. .... 10
PART 3. ADDITIONAL PROVISIONS FOR CONSTRUCTION CONTRACTS
EXCEEDING $l 0,000... ..... ............ ......... ......... ........ ...... ......... .... .......... ... ........... ........ ................. l7
3J Equal Employment Opportunity - 4l CFR PART 60-1.4(b) ............................................ l7
3.2 Certification Of Nonsegregated Facilities - 41 CFR PART 60-1.8 .................................18
3.3 Certification Of Nonsegregated Facilities .... .................. ...... .... .... ..... ......................... ...... 19
3.4 Notice Of Requirement For Affirmative Action - 4l CFR PART 60-2........................... 20
FCP-l
PART 1.
PROVISIONS FOR ALL CONSTRUCTION CONTRACTS
1.1 Buy American Preferences
A. The Aviation Safety and Capacity Expansion Act of 1990 provides that
preference be given to steel and manufactured products produced in the United States
when funds are expended pursuant to a grant issued under the Airport Improvement
Program. The following terms apply:
1. Steel and manufactured products. As used in this clause, steel and
manufactured products include (1) steel produced in the United States or (2) a
manufactured product produced in the United States, if the cost of its components
mined, produced or manufactured in the United States exceeds 60 percent of the
cost of all its components and final assembly has taken place in the United States.
Components of foreign origin of the same class or kind as the products referred to
in subparagraphs B (1) or (2) shall be treated as domestic.
2. Components. As used in this clause, components means those articles,
materials, and supplies incorporated directly into steel and manufactured
products.
3. Cost of Components. This means the costs for production of the
components, exclusive of final assembly labor costs.
B. The successful bidder will be required to assure that only domestic steel and
manufactured products will be used by the Contractor, subcontractors, materialmen and
suppliers in the performance of this contract, except those:
1. that the US Department of Transportation has determined, under the
Aviation Safety and Capacity Expansion Act of 1990, are not produced in the
United States in sufficient and reasonably available quantities and of a
satisfactory quality;
2. that the US Department of Transportation has determined, under the
Aviation Safety and Capacity Expansion Act of 1990, that domestic preference
would be inconsistent with the public interest; or
3. that inclusion of domestic material will increase the cost ofthe overall
project contract by more than 25 percent.
1.2 Buy American Certificate
By submitting a bid/proposal under this solicitation, except for those items listed by the offeror
below or on a separate and clearly identified attachment to this bid/proposal, the offeror certifies
that steel and each manufactured product, are produced in the United States, as defined in the
clause Buy American - Steel and Manufactured Products for Construction Contracts) and that
components of unknown origin are considered to have been produced or manufactured outside
the United States.
Offerors may obtain from the owner a listing of articles, materials and supplies excepted from
this provision.
FCP-3
E. Sanctions for Noncompliance. In the event of the contractor's noncompliance with the
nondiscrimination provisions of this contract, the sponsor shall impose such contract
sanctions as it or the FAA may determine to be appropriate, including, but not limited to:
l. Withholding of payments to the contractor under the contract until the contractor
complies, and/or
2. Cancellation, termination, or suspension of the contract, in whole or in part.
F. Incorporation of Provisions. The contractor shall include the provisions of paragraphs
A through E in every subcontract, including procurements of materials and leases of
equipment, unless exempt by the Regulations or directives issued pursuant thereto. The
contractor shall take such action with respect to any subcontract or procurement as the
sponsor or the FAA may direct as a means of enforcing such provisions including
sanctions for noncompliance. Provided, however, that in the event a contractor becomes
involved in, or is threatened with, litigation with a subcontractor or supplier as a result of
such direction, the contractor may request the Sponsor to enter into such litigation to
protect the interests of the sponsor and, in addition, the contractor may request the United
States to enter into such litigation to protect the interests of the United States.
Reference
49 CFRPART 21
AC 150/5100-l5
1.4 Airport And Airway Improvement Act Of 1982, Section 520 - General Civil Rights
Provisions
The contractor assures that it will comply with pertinent statutes, Executive orders and such rules
as are promulgated to assure that no person shall, on the grounds of race, creed, color, national
origin, sex, age, or handicap be excluded from participating in any activity conducted with or
benefiting from Federal assistance. This provision obligates the tenant/concessionaire/lessee or
its transferee for the period during which Federal assistance is extended to the airport a program,
except where Federal assistance is to provide, or is in the form of personal property or real
property or interest therein or structures or improvements thereon. In these cases the provision
obligates the party or any transferee for the longer of the following periods: (a) the period during
which the property is used by the airport sponsor or any transferee for a purpose for which
Federal assistance is extended, or for another purpose involving the provision of similar services
or benefits or (b) the period during which the airport sponsor or any transferee retains ownership
or possession of the property. In the case of contractors, this provision binds the contractors
from the bid solicitation period through the completion of the contract. This provision is in
addition to that required of Title VI of the Civil Rights Act of 1964.
FCP-5
out applicable requirements of 49 CFR PART 26 in the award and administration of DOT
assisted contracts. Failure by the contractor to carry out these requirements is a material breach
of this contract, which may result in the termination of this contract or such other remedy, as the
recipient deems appropriate.
Prompt Payment - The prime contractor agrees to pay each subcontractor under this prime
contract for satisfactory performance of its contract no later than seven days from the receipt of
each payment the prime contractor receives from the Owner. The prime contractor agrees further
to return retain age payments to each subcontractor within seven days after the subcontractor's
work is satisfactorily completed. Any delay or postponement of payment from the above
referenced time frame may occur only for good cause following written approval of the Owner.
This clause applies to both DBE and non-DBE subcontractors.
Reference
49 CFR PART 26
1.8 Energy Conservation Requirements
The contractor agrees to comply with mandatory standards and policies relating to energy
efficiency that are contained in the state energy conservation plan issued in compliance with the
Energy Policy and Conservation Act (Public Law 94-163).
Reference
49 CFRPART 18.36
Public Law 94-163
1.9 Breach Of Contract Terms
Any violation or breach of terms of this contract on the part of the contractor or their
subcontractors may result in the suspension or termination of this contract or such other action
that may be necessary to enforce the rights of the parties of this agreement. The duties and
obligations imposed by the Contract Documents and the rights and remedies available thereunder
shall be in addition to and not a limitation of any duties, obligations, rights and remedies
otherwise imposed or available by law.
Reference
49 CFRPART 18.36
FCP-7
This certification is a material representation of fact upon which reliance was placed when
making the award. If it is later detennined that the contractor or subcontractor knowingly
rendered an erroneous certification, the Federal Aviation Administration may direct through the
Sponsor cancellation of the contract or subcontract for default at no costto the Government.
Nothing contained in the foregoing shall be construed to require establishment of a system of
records in order to render, in good faith, the certification required by this provision. The
knowledge and information of a contractor is not required to exceed that which is normally
possessed by a prudent person in the ordinary course of business dealings.
This certification concerns a matter within the jurisdiction of an agency of the United States of
America and the making of a false, fictitious, or fraudulent certification may render the maker
subject to prosecution under Title 18, United States Code, Section 1001.
Reference
49 CFRPART 30.13
FAA Order 5l00.38
1.12 Veteran's Preference
In the employment of labor (except in executive, administrative, and supervisory positions),
preference shall be given to Veterans of the Vietnam era and disabled veterans as defined in
Section 5l5( c)(1) and (2) of the Airport and Airway Improvement Act of 1982. However, this
preference shall apply only where the individuals are available and qualified to perform the work
to which the employment relates.
Reference
Title 49 U.S.C. 47112(c)
Advisory Circular 150/5100-6d
END OF PART 1
FCP-9
a.3 The proposed wage rate, including any bona fide fringe benefits, bears a
reasonable relationship to the. wage rates contained in the wage
determination.
b. If the contractor and the laborers and mechanics to be employed in the
classification (if known), or their representatives, and the contracting officer
agree on the classification and wage rate (including the amount designated for
fringe benefits where appropriate), a report of the action taken shall be sent by
the contracting officer to the Administrator of the Wage and Hour Division,
Employment Standards Administration, U.S. Department of Labor,
Washington, D.C. 20210. The Administrator, or an authorized representative,
will approve, modify, or disapprove every additional classification action
within 30 days of receipt and so advise the contracting officer or will notify
the contracting officer within the 30-day period that additional time is
necessary.
c. In the event the contractor, the laborers or mechanics to be employed in the
classification or their representatives, and the contracting officer do not agree
on the proposed classification and wage rate (including the amount designated
for fringe benefits where appropriate), the contracting officer shall refer the
questions, including the views of all interested parties and the
recommendation of the contraCting officer, to the Administrator for
determination. The Administrator, or an authorized representative, will issue a
determination within 30 days of receipt and so advise the contracting officer
or will notify the contracting officer within the 30-day period that additional
time is necessary.
d. The wage rate (including fringe benefits where appropriate) determined
pursuant to subparagraphs (A)(2) (b) or (c) of this paragraph, shall be paid to
all workers performing work in the classification under this contract from the
first day on which work is performed in the classification.
3. Whenever the minimum wage rate prescribed in the contract for a class of
laborers or mechanics includes a fringe benefit which is not expressed as an
hourly rate, the contractor shall either pay the benefit as stated in the. wage
determination or shall pay another bona fide fringe benefit or an hourly cash
equivalent thereof.
4. If the contractor does not make payments to a trustee or other third person, the
contractor may consider as part of the wages of any laborer or mechanic the
amount of any costs reasonably anticipated in providing bona fide fringe benefits
under a plan or program, Provided, That the Secretary of Labor has found, upon
the written request of the contractor, that the applicable standards of the Davis-
Bacon Act have been met. The Secretary of Labor may require the contractor to
set aside in a separate account assets for the meeting of obligations under the plan
or program.
FCP-I1
347 is available for this purpose and may be purchased from the
Superintendent of Documents (Federal Stock Number 029-005-000l4-1), U.S.
Govenunent Printing Office, Washington, D.C. 20402. The prime contractor
is responsible for the submission of copies of payrolls by all subcontractors.
b. Each payroll submitted shall be accompanied by a "Statement of
Compliance," signed by the contractor or subcontractor or his or her agent
who pays or supervises the payment of the persons employed under the
contract and shall certify the following:
b.l That the payroll for the payroll period contains the information required to
be maintained under paragraph (C)(1) above and that such information is
correct and complete;
b.2 That each laborer and mechanic (including each helper, apprentice and
trainee) employed on the contract during the payroll period has been paid
the full weekly wages earned, without rebate, either directly or indirectly,
and that no deductions have been made either directly or indirectly from
the full wages earned, other than permissible deductions as set forth in
Regulations 29 CFR PART 3;
b.3 That each laborer or mechanic has been paid not less than the applicable
wage rates and fringe benefits or cash equivalents for the classification of
work performed, as specified in the applicable wage determination
incorporated into the contract.
c. The weekly submission of a properly executed certification set forth on the
reverse side of Optional Form WH-347 shall satisfy the requirement for
submission of the "Statement of Compliance" required by paragraph (C)(2)(b)
of this section.
d. The falsification of any of the above certifications may subject the
contractor or subcontractor to civil or criminal prosecution under Section 1 001
of Title 18 and Section 231 of Title 31 of the United States Code.
3. The contractor or subcontractor shall make the records required under paragraph
(C)(I) of this section available for inspection, copying or transcription by
authorized representatives of the Sponsor, the Federal Aviation Administration or
the Department of Labor, and shall permit such representatives to interview
employees during ~orking hours on the job. If the contractor or subcontractor
fails to submit the required records or to make them available, the Federal agency
may, after written notice to the contractor, sponsor, applicant or owner, take such
action as may be necessary to cause the suspension of any further payment,
advance, or guarantee of funds. Furthermore, failure to submit the required
records upon request or to make such records available may be grounds for
debarment action pursuant to 29 CFR 5.12.
FCP-13
paid at not less than the rate specified in the approved program for the trainee's
level of progress, expressed as a percentage of the journeyman hourly rate
specified in the applicable wage determination. Trainees shall be paid fringe
benefits in accordance with the provisions of the trainee program. If the trainee
program does not mention fringe benefits, trainees shall be paid the full amount of
fringe benefits listed on the wage determination unless the Administrator of the
Wage and Hour Division determines that there is an apprenticeship program
associated with the corresponding journeyman wage rate on the wage
determination which provides for less than full fringe benefits for apprentices.
Any employee listed on the payroll at a trainee rate who is not registered and
participating in a training plan approved by the Employment and Training
Administration shall be paid not less than the applicable wage rate on the wage
determination for the classification of work actually performed. In addition, any
trainee performing work on the job site in excess of the ratio permitted under the
registered program shall be paid not less than the applicable wage rate on the
wage determination for the work actually performed. In the event the
Employment and Training Administration withdraws approval of a training
program, the contractor will no longer be permitted to utilize trainees at less than
t,he applicable predetermined rate for the work performed until an acceptable
program is approved.
3. Equal Employment Opportunity. The utilization of apprentices, trainees and
journeymen under this part shall be in conformity with the equal employment
opportunity requirements of Executive Order 1l246, as amended, and 29 CFR
PART 30.
E. Compliance With Copeland Act Requirements.
The contractor shall comply with the requirements of 29 CFR PART 3, which are
incorporated by reference in this contract.
F. Subcontracts.
The contractor or subcontractor shall insert in any subcontracts the clauses contained in
29 CFR PART 5.5(a)(1) through (10) and such other clauses as the Federal Aviation
Administration may by appropriate instructions require, and also a clause requiring the
subcontractors to include these clauses in any lower tier subcontracts. The prime
contractor shall be responsible for the compliance by any subcontractor or lower tier
subcontractor with all the contract clauses in 29 CFR PART 5.5.
G. Contract Termination: Debarment.
A breach of the contract clauses in paragraphs A through J of this section may be grounds
for termination of the contract, and for debarment as a contractor and a subcontractor as
provided in 29 CFR 5.12.
FCP-15
PART 3.
ADDITIONAL PROVISIONS FOR CONSTRUCTION
CONTRACTS EXCEEDING $] 0,000
3.1 Equal Employment Opportunity - 41 CFR PART 60-1.4(b)
During the performance of this contract, the contractor agrees as follows:
A. The contractor will not discriminate against any employee or applicant for employment
because of race, color, religion, sex, or national origin. The contractor will take
affirmative action to ensure that applicants are employed, and that employees are treated
during employment without regard to their race, color, religion, sex, or national origin.
Such action shall include, but not be limited to the following: Employment, upgrading,
demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates
of payor other forms of compensation; and selection for training, including
apprenticeship. The contractor agrees to post in conspicuous places, available to
employees and applicants for employment, notices to be provided setting forth the
provisions of this nondiscrimination clause.
B. The contractor will, in all solicitations or advertisements for employees placed by or on
behalf of the contractor, state that all qualified applicants will receive considerations for
employment without regard to race, color, religion, sex, or national origin.
C. The contractor will send to each labor union or representative of workers with which s/he
has a collective bargaining agreement or other contract or understanding, a notice to be
provided advising the said labor union or workers' representatives of the contraCtor's
commitments under this section, and shall post copies of the notice in conspicuous places
available to employees and applicants for employment.
D. The contractor will comply with all provisions of Executive Order l1246 of September
24, 1965, as amended, and of the rules, regulations, and relevant orders of the Secretary
of Labor.
E. The contractor will furnish all information and reports required by Executive Order
11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of
Labor, or pursuant thereto, and will permit access to his books, records, and accounts by
the administering agency and the Secretary of Labor for purposes of investigation to
ascertain compliance with such rules, regulations, and orders.
F. In the event of the contractor's noncompliance with the nondiscrimination clauses of this
contract or with any of the said rules, regulations, or orders, this contract may be
canceled, terminated or suspended in whole or in part and the contractor may be declared
ineligible for further Government contracts or federally assisted construction contracts in
accordance with procedure authorized in Executive Order 11246 of September 24, 1965,
and such other sanctions may be imposed and remedies invoked as provided in Executive
FCP-17
of the Equal Opportunity Clause. NOTE: The penalty for making false statements in
offers is prescribed in 18 U.S.c. 1001.
3.3 Certification Of Nonsegregated Facilities
The federally-assisted construction contractor certifies that she or he does not maintain or
provide, for his employees, any segregated facilities at any of his establishments and that she or
he does not permit his employees to perform their services at any location, under his control,
where segregated facilities are maintained. The federally-assisted construction contractor
certifies that she or he will not maintain or provide, for his employees, segregated facilities at
any of his establishments and that she or he will not permit his employees to perform their
services at any location under his control where segregated facilities are maintained. The
federally-assisted construction contractor agrees that a breach of this certification is a violation
of the Equal Opportunity Clause in this contract.
As used in this certification, the term "segregated facilities" means any waiting rooms, work
areas, restrooms, and washrooms, restaurants and other eating areas, timeclocks, .locker rooms
and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment
areas, transportation, and housing facilities provided for employees which are segregated by
explicit directives or are, in fact, segregated on the basis of race, color, religion, or national
origin because of habit, local custom, or any other reason. The federally-assisted construction
contractor agrees that (except where she or he has obtained identical certifications from proposed
subcontractors for specific time periods) she or he will obtain identical certifications from
proposed subcontractors prior to the award of subcontracts exceeding $10,000 which are not
exempt from the provisions of the Equal Opportunity Clause and that she or he will retain such
certifications in his files.
Reference
Executive Order l1246
41 CFRPART60-1.8
AC 150/5100-15, Para. 22.b.
FCP-19
Reference
Executive Order l1246
4l CFR Parts 60 - 4
AC l50/5l00-15, Para. 22.c.
3.5 Equal Employment Opportunity - 41 CFR PART 60-1.4(b)
During the performance of this contract, the contractor agrees as follows:
A. The contractor will not discriminate against any employee or applicant for employment
because of race, color, religion, sex, or national origin. The contractor will take
affirmative action to ensure that applicants are employed, and that employees are treated
during employment without regard to their race, color, religion, sex, or national origin.
Such action shall include, but not be limited to the following: Employment, upgrading,
demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates
of payor other forms of compensation; and selection for training, including
apprenticeship. The contractor agrees to post in conspicuous places, available to
employees and applicants for employment, notices to be provided setting forth the
provisions of this nondiscrimination clause.
B. The contractor will, in all solicitations or advertisements for employees placed by or on
behalf of the contractor, state that all qualified applicants will receive considerations for
employment without regard to race, color, religion, sex, or national origin.
C. The contractor will send to each labor union or representative of workers with which s/he
has a collective bargaining agreement or other contract or understanding, a notice to be
provided advising the said labor union or workers' representatives of the contractor's
commitments under this section, and shall post copies of the notice in conspicuous places
available to employees and applicants for employment.
D. The contractor will comply with all provisions of Executive Order 11246 of September
24, 1965, as amended, and of the rules, regulations, and relevant orders of the Secretary
of Labor.
E. The contractor will furnish all information and reports required by Executive Order
11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of
Labor, or pursuant thereto, and will permit access to his books, records, and accounts by
the administering agency and the Secretary of Labor for purposes of investigation to
ascertain compliance with such rules, regulations, and orders.
F. In the event of the contractor's noncompliance with the nondiscrimination clauses of this
contract or with any of the said rules, regulations, or orders, this contract may be '
canceled, terminated or suspended in whole or in part and the contractor may be declared
ineligible for further Government contracts or federally assisted construction contracts in
accordance with procedure authorized in Executive Order 11246 of September 24, 1965,
FCP-21
c. Asian and Pacific Islander (all persons having origins in any of the
original peoples of the Far East, Southeast Asia, the Indian
Subcontinent, or the Pacific Islands); and
d. American Indian or Alaskan native (all persons having origins in any
of the original peoples of North America and maintaining identifiable
tribal affiliations through membership and participation or community
identification).
B. Whenever the contractor, or any subcontractor at any tier, subcontracts a portion of the
work involving any construction trade, it shall physically include in each subcontract in
excess of $10,000 the provisions of these specifications and the Notice which contains
the applicable goals for minority and female participation and which is set forth in the
solicitations from which this contract resulted.
C. If the contractor is participating (pursuant to 41 CFR 60-4.5) in a Hometown Plan
approved by the U.S. Department of Labor in the covered area either individually or
through an association, its affirmative action obligations on all work in the Plan area
(including goals and timetables) shall be in accordance with that Plan for those trades
which have unions participating in the Plan. Contractors shall be able to demonstrate their
participation in and compliance with the provisions of any such Hometown Plan. Each
contractor or subcontractor participating in an approved plan is individually required to
comply with its obligations under the EEO clause and to make a good faith effort to
achieve each goal under the Plan in each trade in which it has employees. The overall
good faith performance by other contractors or subcontractors toward a goal in an
approved Plan does not excuse any covered contractor's or subcontractor's failure to take
good faith efforts to achieve the Plan goals and timetables.
D. The contractor shall implement the specific affirmative action standards provided in
paragraphs G.1 through G.16 of these specifications. The goals set forth in the
solicitation from which this contract resulted are expressed as percentages of the total
hours of employment and training of minority and female utilization the contractor
should reasonably be able to achieve in each construction trade in which it has employees
in the covered area. Covered construction contractors performing construction work in a
geographical area where they do not have a Federal or federally assisted construction
contract shall apply the minority and female goals established for the geographical area
where the work is being performed. Goals are published periodically in the Federal
Register in notice form, and such notices may be obtained from any Office of Federal
Contract Compliance Programs office or from Federal procurement contracting officers.
The contractor is expected to make substantially uniform progress in meeting its goals in
each craft during the period specified. .
E. Neither the provisions of any collective bargaining agreement nor the failure by a union
with whom the contractor has a collective bargaining agreement to refer either minorities
or women shall excuse the contractor's obligations under these specifications, Executive
Order 11246 or the regulations promulgated pursuant thereto.
FCP-23
Department of Labor. The contractor shall provide notice of these programs to
the sources compiled under G.2 above.
6. Disseminate the contractor's EEO policy by providing notice of the policy to
unions and training programs and requesting their cooperation in assisting the
contractor in meeting its EEO obligations; by including it in any policy manual
and collective bargaining agreement; by publicizing it in the company newspaper,
annual report, etc.; by specific review of the policy with all management
personnel and with all minority and female employees at least once a year; and by
posting the company EEO policy on bulletin boards accessible to all employees at
each location where construction work is performed.
7. Review, at least annually, the company's EEO policy and affirmative action
obligations under these specifications with all employees having any
responsibility for hiring, assignment, layoff, termination, or other employment
decisions including specific review of these items with on site supervisory
personnel such a superintendents, general foremen, etc., prior to the initiation of
construction work at any job site. A written record shall be made and maintained
identifying the time and place of these meetings, persons attending, subject matter
discussed, and disposition of the subject matter.
8. Disseminate the contractor's EEO policy externally by including it in any
advertising in the news media, specifically including minority and female news
media, and providing written notification to and discussing the contractor's EEO
policy with other contractors and subcontractors with whom the contractor does
or anticipates doing business.
9. Direct its recruitment efforts, both oral and written, to minority, female, and
community organizations, to schools with minority and female students; and to
minority and female recruitment and training organizations serving the
contractor's recruitment area and employment needs. Not later than one month
prior to the date for the acceptance of applications for apprenticeship or other
training by any recruitment source, the contractor shall send written notification to
organizations, such as the above, describing the openings, screening procedures,
and tests to be used in the selection process.
10. Encourage present minority and female employees to recruit other minority
persons and, women and, where reasonable provide after school, summer, and
vacation employment to minority and female youth both on the site and in other
areas of a contractor's workforce.
1l. Validate all tests and other selection requirements where there IS an
obligation to do so under 41 CFR PART 60-3.
12. Conduct, at least annually, an inventory and evaluation at least of all
minority and female personnel, for promotional opportunities and
FCP-25
K. The contractor shall not enter into any subcontract with any person or firm debarred from
Govemment contracts pursuant to Executive Order ll246.
1. The contractor shall carry out such sanctions and penalties for violation of these
specifications and of the Equal Opportunity Clause, including suspension, termination,
and cancellation of existing subcontracts as may be imposed or ordered pursuant to
Executive Order 1l246, as amended, and its implementing regulations, by the Office of
Federal Contract Compliance Programs. Any contractor who fails to carry out such
sanctions and penalties shall be in violation of these specifications and Executive Order
ll246, as amended.
M. The contractor, in fulfilling its obligations under these specifications, shall implement
specific affirmative action steps, at least as extensive as those standards prescribed in
paragraph 18.7 of these specifications, so as to achieve maximum results from its efforts
to ensure equal employment opportunity. If the contractor fails to comply with the
requirements of the Executive Order, the implementing regulations, or these
specifications, the Director shall proceed in accordance with 41 CFR 60-4.8.
N. The contractor shall designate a responsible official to monitor all employment related
activity to ensure that the company EEO policy is being carried out, to submit reports
relating to the provisions hereof as may be required by the Government, and to keep
records. Records shall at least include for each employee, the name, address, telephone
number, construction trade, union affiliation if any, employee identification number when
assigned, social security number, race, sex, status (e.g., mechanic, apprentice, trainee,
helper, or laborer), dates of changes in status, hours worked per week in the indicated
trade, rate of pay, and locations at which the work was performed. Records shall be
maintained in an easily understandable and retrievable form; however, to the degree that
existing records satisfy this requirement, contractors shall not be required to maintain
separate records.
O. Nothing herein provided shall be construed as a limitation upon the application of other
laws which establish different standards of compliance or upon the application of
requirements for the hiring of local or other area residents (e.g., those under the Public
Works Employment Act of 1977 and the Community Development Block Grant
Program).
Reference
Executive Order 11246
41 CFR PARTs 60 - 4.3
AC 150/5100-15, Para. 22.c.
FCP-27
PART 4. ADDITlONAL PROVlSlONS FOR CONSTRUCTlON
CONTRACTS EXCEEDING $25,000
4.1 Certification Regarding Debarment, Suspension, Ineligibility and Voluntary
Exclusion
The bidder/offeror certifies, by submission of this proposal or acceptance of this contract, that
neither it nor its principals is presently debarred, suspended, proposed for debarment, declared
ineligible, or voluntarily excluded from participation in this transaction by any Federal
department or agency. It further agrees by submitting this proposal that it will include this clause
without modification in all lower tier transactions, solicitations, proposals, contracts, and
subcontracts. Where the bidder/offeror/contractor or any lower tier participant is unable to
certify to this statement, it shall attach an explanation to this solicitation! proposal.
Reference
49 CFR PART 29
FAA Order 5100.38
END OF PART 4
FCP-29
Reference
29 CFR PART 5.5
Advisory Circular l50/5l 00-6d
5.2 Clean Air And Water Pollution Control
Contractors and subcontractors agree:
A. That any facility to be used in the performance of the contract or subcontract or to benefit
from the contract is not listed on the Environmental Protection Agency (EP A) List of
Violating Facilities;
B. To comply with all the requirements of Section l14 of the Clean Air Act, as amended, 42
U.S.c. 1857 et seq. and Section 308 of the Federal Water Pollution Control Act, as
amended, 33 U.S.C. 1251 et seq. relating to inspection, monitoring, entry, reports, and
information, as well as all other requirements specified in Section 114 and Section 308 of
the Acts, respectively, and all other regulations and guidelines issued thereunder;
C. That, as a condition for the award of this contract, the contractor or subcontractor will
notify the awarding official of the receipt of any communication from the EP A indicating
that a facility to be used for the performance of or benefit from the contract is under
consideration to be listed on the EP A List of Violating Facilities;
D. To include or cause to be included in any construction contract or subcontract which
exceeds $ 100,000 the aforementioned criteria and requirements.
Reference
49 CFR PART 18.36(i)(12).
Section 306 of the Clean Air Act
Section 508 of the Clean Water Act
END OF PART 5
FCP-31
Roller
Scraper
Striping machine operator
Tractor (utility)
6.36
8.00
6.26
5.65
TRUCK DRIVERS:
Single rear axle
Multi rear axle
5.67
6.58
WELDER
11.23
Unlisted classifications needed for work not included within the scope of the classifications
listed may be added after award only as provided in the labor standards contract clauses (29 CFR
5.5(a)(1 )(ii)).
In the listing above, the "SU" designation means that rates listed under that identifier do not
reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions
whose rates have been determined to'be prevailing.
WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in the matter? This can be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on a wage determination matter
* a conformance (additional classification and rate) ruling
On s~rvey related matters, initial contact, including requests for summaries of surveys, should be
with the Wage and Hour Regional Office for the area in which the survey was conducted because
those Regional Offices have responsibility for the Davis-Bacon survey program. If the response
from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be
followed.
With regard to any other matter not yet ripe for the formal process described here, initial contact
should be with the Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
U. S. Department of Labor
200 Constitution Avenue, N. W.
FCP-33
DMSION 1 GENERAL REQUIREMENTS
SECTION 01000
MOBILIZATION
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, Supplementary Conditions, General Requirements,
and Section Ol510 Temporary Facilities including but not limited to:
1. The establishment of all temporary offices, buildings, fencing, staging areas, haul
routes, and other facilities necessary for the work on the project;
2. . Surveying and construction staking;
3. Performance bond, labor and materials bond;
4. General Liability Insurance; and
5. All other work and operations which must be performed or costs incurred prior to
beginning work on the various items on the project site.
1.02 This item also includes all work outside the limits of construction that is necessary
to demobilize and restore areas disturbed by the Contractor to their original condition
including, but not limited to, pavement rehabilitation, grading, seeding, mulching,
cleaning, and disposal.
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. "The lump sum price bid shall include the furnishing and maintaining of any
plant, services, or other facilities noted under "Description" to the extent and at the
time the Contractor deems them necessary for his operations, consistent with the
requirements of this Item and this Contract. The Mobilization pay item is limited to
10% of the total bid for the entire project for all items of work. Forty percent
(40%) of the amount bid for this lump sum Item 01000 "Mobilization" shall be payable
to the Contractor when the staging area has been established and all Contractor
buildings and other temporary facility requirements are in place and accepted by the
Engineer. The remaining sixty percent (60%) of Item 01000 will be payable to the
Contractor distributed in 'each pay estimate based on percentage of Bid Schedule items
complete. This is interpreted to mean that lO% of the remaining 60% of Mobilization
will be paid when lO% of the Bid Schedule items are complete and accepted by the
Engineer, etc.
01000-1
SECTION 01010
SCOPE OF WORK
l.O 1 RELATED DOCUMENTS
A. Drawings and general provisions of Contract, including General Provisions and
Supplementary Conditions and Division 1 Specification sections, apply to work ofthis section.
1.02 PROJECT IDENTIFICATION
The Project name is "Runway l7-35 Safety Overrun Improvements Project, Augusta Regional
Airport, Augusta, Georgia" as shown on the contract documents prepared, by THE LPA GROUP,
INCORPORATED. Drawings and specifications are dated June, 2006.
1.03 SCOPE OF WORK
Base Bid: Regrading of existing Runway 17 overrun area to include Bituminous pavement
demolition, removal of existing drainage pipes, removal of two existing runway approach light
stations, construction of a crushed aggregate base course access road, installation of new drainage
pipe and various erosion control measures.
Additive Bid No.1: Clearing and regrading of existing drainage ditch within the limits ofthe glide
slope antennae critical area serving the approach to Runway 35, installation of new drainage pipe and
inlets and various erosion control measures.
1.04 CONTRACT DOCUMENTS
A. Indicate the work ofthe 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. Mandatory access and any staging area, staging and construction phasing.
1.05 SUMMARY BY REFERENCES
Work of the Contract can be summarized by references to the Contract, General Provisions,
Supplementary Conditions, Specification Sections, Drawings, addenda and modifications to the
contract documents issued subsequent to the initial printing ofthis project manual and including but
not necessarily limited to printed material referenced by any of these. It is recognized that work of
the Contract is also unavoidably affected or influenced by governing regulations, natural
phenomenon including weather conditions and other forces outside the contract documents.
1.06 CONSTRUCTION TIME AND PHASING
01010-1
stockpiling of materials and location of storage sheds to the areas indicated. If additional
storage is necessary, obtain Engineer's approval.
D. Vehicle/Equipment Security: 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.
1.08 WORK RESTRICTIONS
A. NA V AID Areas: During the time of construction, the Contractor may be restricted from
working in or around certain essential electronic navigational aids necessary to the safe
operation of the airport. The. Contractor is hereby notified that the Engineer may restrict
construction operations in those areas closest to the active runway and taxiways.
B. Radio Communication: Contractor shall maintain two-way radio communication with the
Airport air operations personnel, on their frequency, at all times during construction.
Contractor shall have a working radio on site at all times during construction and shall assign
responsible personnel, including flagmen, to continuously monitor the radio. All radios shall
be as specified in Section 01510.
C. Notice to Airmen (NOTAMs) The Contractor shall provide the necessary information on
construction conditions so that the Owner can advise the Flight Service Station to issue a
NOTAM in accordance with established criteria. All requests for NOTAMS for airfield
pavement closures shall be made at least 48 hours in advance (not including weekends) by
the Contractor to the Engineer. All requests for closure of a runway or for moving into a
phase that requires the closure of aNA V AID shall be made at least 7 days in advance (not
including weekends) by the Contractor to the Engineer
D. Turf Restoration: All non-paved areas that are disturbed by the Contractor's work, staging
area, haul roads, etc. shall be reseeded and restored to original condition by the Contractor.
Except where otherwise specified, there will be no separate pay item for this work; it will be
considered incidental to and included in the price bid for Section 01000, Mobilization.
E. Security: Contractor shall provide security within his construction area and shall keep all
unauthorized personnel out.
F. Haul Route: The Contractor will not be allowed to use any of the existing runways,
taxiways, or aprons as part ofthe haul road unless authorized in writing by the Engineer. The
Contractor shall be responsible for establishing haul roads suitable for supporting all planned
construction equipment for the duration of the project. All existing roaqs and Contractor
established haul routes that will be used as part of the haul road shall be restored to their
original condition. Temporary drainage culverts and inlet protection will be necessary to
maintain existing drainage. All required fill, base, temporary drainage culverts and inlet
protection shall be determined by the Contractor, provided by the Contractor from sources
01010-3
work for the proj ect arise that cannot be mutually agreed upon in terms of compensation by the
Owner and the Contractor, the Owner reserves the right to advertise the additional work for
bidding and award the Contract for the additional work, which could place additional multiple
contractors working in the same area. All Contractors working on the airport shall coordinate
all work and fully cooperate with the Owner regarding concurrent projects. Under no
circumstances will any Contractor be allowed to submit a claim for additional compensation to
coordinate concurrent work in the same work area. Contractors shall coordinate their
schedules and work activities very closely, including holding weekly meetings in the
presence of the Engineer's onsite representative. Contractors must cooperate with each other,
including working around each other's work activities. Potential delays as a result oflack of
coordination will not be considered grounds for claim for additional time extensions and/or
additional compensations.
C. Partial Owner Occupancy Or Use: The Owner reserves the right to use completed and
accepted work provided such use does not interfere with completion of other work. Such use
will not affect warranty stipulations addressed elsewhere in the contract documents.
END OF SECTION 01010
Ol010-5
SECTION 01030
AIRPORT PROJECT PROCEDURES
(Construction Safety Plan)
PART 1
GENERAL
1.01
INTRODUCTION:
A. This project will include Contractor operations within active Air Operations
Areas (AOA). The Airport will conduct normal aircraft operations during the
course ofthis project, subject to certain restrictions called out in this section
or elsewhere in the specifications. Therefore, 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 designated and conduct his operations as specified.
B. Any fines or assessments levied against the Sponsor (Owner) as a result of
intrusions in the AOA or other violations by the Contractor's personnel or
those of his subcontractors will be passed on to the Contractor. In addition,
the Contractor will be subject to a fine of$l,OOO.OO per incident, assessed by
the Sponsor (Owner).
1.02 AIR OPERATION AREA (AOA) SAFETY REQUIREMENTS:
A. Barricades: Existing runways, taxiways and aprons outside the limits of
construction shall be separated from construction areas with barricades as
shown on the plans and described in Section 01530.
B. Radio Communication: The Contractor shall maintain radio commurllcation
with Air Traffic Control Tower (A TCT) at all times during construction, and
shall immediately obey all instructions to vacate areas when directed.
Contractor shall have a working radio as specified in Section 01510 onsite at
all times during construction and shall assign responsible personnel to
continuously monitor the radio.
C. Airfield Pavement Closures: Only the Owner will make closures of airfield
pavements. The Owner shall contact the appropriate FAA Flight Service
Station prior to issuing the Notice-to-Proceed so that a Notice-to-Airmen
(NOT AM) for airfield pavement closure can be issued in accordance with
established criteria. Construction operations within the airfield pavement
safety zone shall not begin until the Contractor receives clearance from the
Owner and/or Engineer assuring that the adjoining airfield pavement has been
closed.
01030-1
a. The Contractor shall comply with all applicable federal, state,
and local laws, ordinances, and regulations governing safety,
health, and sanitation; 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, the safety of airport users, and the
safety of moving and parked aircraft, and other property
during the performance of the work.
b. The Safety Officer's duties shall include accident prevention.
7. Navigational Aids: Airport navigational aid critical areas are shown
on the drawings. The Contractor shall not enter these areas without
the Engineer's approval.
8. FAA Advisorv Circular: Except as otherwise specified, FAA AC
150/5370-2E and all its references shall be used in maintaining
. airport operational safety during construction. A copy of this circular
is reproduced and attached herein.
B. Runway and Taxiway Safety Zones:
1. Limitations: When necessary to accomplish construction in areas
adjacent to runways and taxiways and aprons, the construction
equipment, vehicles, and men are authorized to operate without
interruption within the project limits, except within the following
areas and as specified otherwise:
Distance from runway centerline
- within 250 feet.
Distance from runway end
- within 500 feet.
Distance from active taxiway centerline
- within 100 feet.
Runway approach areas
- within 20: 1 slope
2. Request for Facility Closures: Construction activities on taxiways or
within the above restricted areas shall only be performed at times
when the taxiways are closed to aircraft. Closure of a runway or
taxiway or any portion thereof must be requested in writing by the
Contractor through the Engineer. This request must indicate the areas
needed and a schedule of operations and time(s) required for
operations within the area. The Owner reserves the right, however, to
01030-3
3. Coordination and Communication: Work within and adjacent to
active AOAs 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 constantly monitor the Unicom radio
frequency at all times during construction activities.
1.04 SAFETY PLANNING:
The Contractor shall integrate and maintain requirements of airport operational safety
into each of his planning and work schedules. The Contractor's Safety Officer shall
continuously monitor all planning schedules and work underway for compliance to
AC 150/5370-2E; he shall maintain vigilance to detect areas needing attention due to
oversight or altered construction activities. Airport operational safety during
construction will be on the agenda at the preconstruction conference and each
coordination and progress meeting.
1.05 SECURITY REQUIREMENTS:
The Contractor has the responsibility for maintaining control of the access gates or any
other entrance to the AOA. The Contractor may utilize a gate guard or install an
automatic operated gate controller with limited access with numeric keypad. The
Contractor may be required to erect temporary fencing to protect the AOA during
construction. The Contractor's method of maintaining security shall be set forth in his
Security Plan and shall comply with the airport's rules and regulations concerning
work in the airport restricted areas. There will be no separate measurement or
payment for gate guards or temporary fencing required maintaining the integrity of the
AOA.
1.06 BARRICADES
Contractor shall provide barricades along active taxiway pavement areas, closed
sections of the runway, and elsewhere as shown on the plans or directed by the
Engineer while work is proceeding in the runway, taxiway, and apron areas.
Barricades shall be sited and relocated during the course of the work to clearly identify
areas closed to aircraft operations.
1.07 RUNWAY AND TAXIWAY CLOSURES
A. When a runway is required to be closed during any phase of the work and
aircraft must access another runway during this period, at least one taxiway
serving the air carrier apron and one taxiway serving the general aviation
01030-5
o
u.s. Department
of Transportation
Federal Aviation
Administration
Subject: OPERATIONAL SAFETY ON AIRPORTS
DURING CONSTRUCTION
1. THE' PURPOSE OF THIS ADVISORY
CIRCULAR (AC).
Aviation safety is the primary consideration at airports,
especially during construction. This AC sets forth
guidelines for operational safety on airports during
construction. It contains major changes to the following
areas: "Runway Safety Area," paragraph 3-2; "Taxiway
Safety Areas/Object-Free Areas," paragraph 3-3;
"Overview," paragraph 3-4; "Marking Guidelines for
Temporary Threshold," paragraph 3-5; and "Hazard
Marking and Lighting," paragraph 3-9.
2. WHAT THIS AC CANCELS.
This AC cancels AC l50/5370-2D, Operational Safety
on Airports During Construction, dated May 31, 2002.
3. READING MATERIAL RELATED TO THIS
AC.
Appendix 1 contains a list of reading materials on
airport construction, design, and potential safety
hazards during construction, as well as instructions for
ordering these documents. Many of them, including
this AC, are available on the Federal Aviation
Administration (FAA) Web site.
Gl/U 0-1l
DAVID L. BENNETT
Director, Office of Airport Safety and Standards
Advisory
Circular
Date: 1/17/03
Initiated by: AAS-300
AC No: 150/5370-2E
Change:
4. WHO THIS AC AFFECTS.
This AC assists airport operators in complying with 14
Code of Federal Regulations (CFR), part 139,
Certification and Operation: Land Airports Serving
Certain Air Carriers, and with the requirements of
airport construction projects receiving funds under the
Airport Improvement Program or from the Passenger
Facility Charge Program. While the FAA does not
require noncertificated airports without grant
agreements to adhere to these guidelines, we
recommend that they do so as it will help these airports
maintain a desirable level of operational safety during
construction.
5. ADDITIONAL BACKGROUND
INFORMATION.
Appendix 2 contains definitions ofterms used in this
AC. Appendix 3 provides airport operators with
boilerplate format and language for developing a safety
plan for an airport construction project. Appendix 4 is
a sample Notice to Airmen form.
6. HAZARD LIGHTING IMPLEMENTATION
TIME LINE.
Supplemental hazard lighting must be red in color by
October 1,2004. See paragraph 3-9 for more
information.
AC 150/5370-2E
1/17/03
CONTENTS
PaQe
ParaQraph
CHAPTER 1. GENERAL SAFETY REQUIREMENTS AND RESPONSIBILITIES ................................................. 1
1-1. Overview. ... ...... .... ................ .............. .......... ............. ......................... ..... .............. ........ ......... ................ ........ .......... 1
1-2. Who Is Responsible for Safety During Construction. ..............................................................................................1
C HA PTER 2. SAF ETY PLA N S .................:.................................................. ............................................................ 3
Section 1. Basic Safety Plan Considerations.......................................................................................................3
2-1. Overview. .... ............ ..... ................. ............ ............. ......... ....... .......... ....... ...... ................ .... ........ ..... .............. ............3
2-2. Safety Plan Checklist... .......... ...... ........ ........ .......... ............ .... ........ ................... ....... ............. ........... ......................... 3
Section 2. Safety and Security Measures ............................................................................................................. 4
2-3. Overview. .... .................... ..... ............ ............ ...... ..... ........... .......... ...: ......... ........ ............ ......... .............. .... ............ .... 4
2-4. Vehicle Operation and Marking and Pedestrian Control..........................................................................................4
2-5. Construction Employee Parking Areas...... ..... ....... ...... .... .................... ............... ............. ............ ....... ....................... 5
2-6. Construction Vehicle Equipment Parking. ..... ..................... ................ ............. ....... ............... ............. ........... .......... 5
2-7. Radio Communication Training. ......... ...... .... ............ .......... ............... ................ ...................... ..................... ........... 5
2-8 . Fencing and Gates. ... ....... ..:..... ..... ..... ...... ............. ...... ........ ....... ................ ........ ..... ....... ......... ............. ............ ......... 5
Section 3. Notification of Construction Activities ................................................................................................5
2-9. General. ...... ......... .... ......... ............. ........ ................. ........ ........... .................... .... .................. ..................................... 5
2-10. Assuring Prompt Notifications. ........ ........ ..... ....... ..... .............................. ....... ........... .... .................. ...... ....... ............ 6
2-11. Notices to Airmen (NOT AMs). ................................................................................................................................6
2-12. Aircraft Rescue and Fire Fighting (ARFF) Notification........................................................................................... 6
2-13. Notification to the F AA. ...........................................................................................................................................6
2-14. Work Scheduling and Accomplishment. ..................................................................................................................6
. CHAPTER 3. SAFETY STANDARDS AND GUiDELINES...................................................................................... 7
Section 1. Runway and Taxiway Safety Areas, Obstacle-Free Zones, and Object-Free Areas ......................7
3-1. Overview. ......... ....... ..... ............ ............. .... ............. ......... ........... ........... ........................ ...... ........ ........ ......... ............7
3-2. Runway Safety Area (RSA)/Obstacle-Free Zone (OFZ). ..;......................................................................................7
3-3. Taxiway Safety Areas/Object-Free Areas. ...............................................................................................................7
Section 2. Temporary Runway Thresholds .......................................................................................................... 8
3-4 . Overview. ....... ...... .......... ......... ...... ............ ............. ........................ ......... ................. .... ........... ...... ............... ............ 8
3-5. Marking Guidelines for Temporary Threshold.................................;.......................................................................8
3-6. Lighting Guidelines for Temporary Threshold........................................................................................................;9
Section 3. Other Construction Marking and Lighting Activities ...................................................................... 10
3-7 . Overview. ...... ..... ............... ........ ......... ....... ..... ............. ....... ...... .......... ...... ............. ..... ................. ........ ......... .......... 10
3-8. Closed Runway and Taxiway Marking and Lighting. ....................,.......................................................................10
3-9. Hazard Marking'and Lighting ..........................:.....................................................................................................10
3-10. Construction Near Navigational Aids (NA V AIDs). ...............................................................................................11
3-11. Construction Site Access and Haul Roads..............................................................................................................11
3-12. Construction Material Stockpiling. ................................................................................................................:........ 11
3-13. Other Limitations on Construction. ........................................................................................................................11
3-14. Foreign Object Debris (FOD) Management. ..........................................................................................................12
Section 4. Safety Hazards and Impacts... ................ ............ ............................... ........... .......................... ........... 12
3 -15. Overview. .. ................... ......... .... ......... ..... ....... ....... ............ ....... ........ ....... ...... .......................... .............. ....... .......... 12
Hi
"
1/17103
AC 150/5370-2E
CHAPTER 1. GENERAL SAFETY REQUIREMENTS AND RESPONSIBILITIES
1-1. OVERVIEW.
Hazardous practices and marginal conditions created by
construction activities can decrease or jeopardize
operational safety on airports. To minimize disruption of
normal aircraft operations and to avoid situations that
compromise the airport's operational safety, the airport
operator must carefully plan, schedule, and coordinate
construction activities. While the guidance in this AC is
primarily used for construction operations, some of the
methods and procedures described may also enhance day-
to-day maintenance operations.
1-2. WHO IS RESPONSIBLE FOR SAFETY
DURING CONSTRUCTION.
An airport operator has overall responsibility for
construction activities on an airport. This includes the
predesign, design, preconstruction, construction, and
inspection phases. Additional information on these
responsibilities can be found throughout this AC.
a. Airport operator's responsibilities--
(1) Develop internally or approve a
construction safety plan developed by an outside
consultant/contractor that complies with the safety
guidelines in Chapter 2, "Safety Plans," and Appendix 3,
"Airport Construction Safety Planning Guide," of this
AC.
(2) Require contractors to submit plans
indicating how they intend to comply with the safety
requirements of the project.
(3) Convene a meeting with the construction
contractor, consultant, airport employees, and, if
appropriate, tenant sponsor to review and discuss project
safety before beginning construction activity.
(4) Ensure contact information is accurate for
each representative/point of contact identified in the
safety plan.
(5) Hold weekly or, if necessary, daily safety
meetings to coordinate activities. '
(6) NotifY users, especially aircraft rescue and
fire fighting (ARFF) personnel, of construction activity
and conditions that may adversely affect the operational
safety of the airport via Notices to Airmen (NOT AMs) or
other methods, as appropriate. Convene a meeting for
review and discussion if necessary.
(7) Ensure that construction personnel know
of any applicable airport procedures and of changes to
those procedures that may affect their work.
(8) Ensure that construction contractors and
subcontractors undergo training required by the safety
plan.
(9) Develop and/or coordinate a construction
vehicle plan with airport tenants, the airport traffic control
tower (A TCT), and construction contractors. Include the
vehicle plan in the safety plan. See Chapter 2, section 2,
ofthis AC for additional information.
(10) Ensure tenants and contractors comply
with standards and procedures for vehicle lighting,
marking, access, operation, and communication.
(11) At certificated airports, ensure that each
tenant's construction safety plan is consistent with 14
CFR part 139, Certification and Operations: Land
Airports Serving Certain Air Carriers.
(12) Conduct frequent inspections to ensure
construction contractors and tenants comply with the
safety plan and that altered construction activities do not
create potential safety hazards.
(13) Resolve safety deficiencies immediately.
(14) Ensure construction access complies with
the security requirements of 49 CFR part 1542, Airport
Security .
(15) NotifY appropriate parties when
conditions exist that invoke provisions ofthe safety plan
(e.g., implementation of low-visibility operations).
b. Construction contractor's responsibilitieS:-
(1) Submit plans to the airport operator on
how to comply with the safety requirements of the
project.
(2) Have available a copy ofthe project safety
plan.
(3) Comply with the safety plan associated
with the construction project and ensure that construction
personnel are familiar with safety procedures and
regulations on the airport.
(4) Provide a point of contact who will
coordinate an immediate response to correct any
construction-related activity that may adversely affect the
operational safety of the airport.
(5) Provide a safety officer/construction
inspector familiar with airport safety to monitor
construction activities.
(6) Restrict movement of construction
vehicles to construction areas by flagging and barricading,
erecting temporary fencing, or providing escorts, as
appropriate.
1/17103
AC 150/5370-2E
CHAPTER 2. SAFETY PLANS
Section 1. Basic Safety Plan Considerations
2-1.
OVERVIEW.
Airport operators should coordinate safety issues with the
air carriers, FAA Airway Facilities, and other airport
tenants before the design phase of the project. The airport
operator should identify project safety concerns,
requirements, and impacts before making arrangements
with contractors and other personnel to perform work on
an airport. These safety concerns will serve as the
foundation for the construction safety plan and help
maintain a high level of aviation safety during the project.
The airport operator should determine the level of
complexity of the safety plan that is necessary for each
construction project and its phases. The safety plan may
be detailed in the specifications included in the invitation
for bids, or the invitation for bid may specify that the
contractor develop the safety plan and the airport operator
approve it. In the latter case, the invitation for bid should
contain sufficient information to allow the contractor to
develop and determine the costs associated with the safety
plan. In either case, safety plan costs should be
incorporated into the total cost of the project. The airport
operator has final approval authority and responsibility
for all safety plans.
Coordination will vary from formal predesign conferences
to informal contacts throughout the duration of the
construction project.
Details of a specified safety plan, or requirements for a
contractor-developed safety plan, should be discussed at
the predesign and preconstruction conferences and should
include the following, as appropriate:
a. Actions necessary before starting construction,
including defining and assigning responsibilities.
b. Basic responsibilities and procedures for
disseminating instructions about airport procedures to the
contractor's personnel.
c. Means of separating construction areas from
aeronautical-use areas.
d. Navigational aid (NA V AID) requirements arid'
weather.
e. Marking and lighting plan illustrations.
f. Methods of coordinating significant changes in
airport operations with all the appropriate parties.
SAFETY PLAN CHECKLIST.
2-2.
To the extent applicable, the safety plan should address
the following:
a. Scope of work to be performed, including
proposed duration of work.
b. Runway and taxiway marking and lighting.
c. Procedures for protecting all runway and taxiway
safety areas, obstacle-free zones (OFZs), object-free areas
(OF As), and threshold citing criteria outlined in AC
150/5300-13, Airport Design, and as described in this AC.
This includes limitations on equipment height and
stockpiled- material.
d. Areas and operations affected by the
construction activity, including possible safety problems.
e. NA V AIDs that could be affected, especially
critical area boundaries.
f. Methods of separating vehicle and pedestrian
construction traffic from the airport movement areas.
This may include fencing off construction areas to keep
equipment operators in restricted areas in which they are
authorized to operate. Fencing, or some other form of
restrictive barrier, is an operational necessity in some
cases.
g. Procedures and equipment, such as barricades
(identify type), to delineate closed construction areas from
the airport operational areas, as necessary ~
h. Limitations on construction.
i. Required compliance of contractor personnel
with all airport safety and security measures.
j. Location of stockpiled construction materials,
construction site parking, and access and haul roads.
k. Radio communications.
I. Vehicle identification.
m. Trenches and excavations and cover
requirements.
3
1/17/03
such as construction drivers under escort, may not require
this training.
g. Escort procedures for construction vehicles
requiring access to aircraft movement areas. A vehicle in
the movement area must have a working aviation-band,
two-way radio unless it is under escort. Vehicles can be
in closed areas without a radio if the closed area is
properly marked and lighted to prevent incursions and a
NOT AM regarding the closure is issued.
h. Monitoring procedures to ensure that vehicle
drivers are in compliance with the construction vehicle
plan.
i. Procedures for, if appropriate, personnel to
control access through gates and fencing or across aircraft
movement areas.
2-5. CONSTRUCTION EMPLOYEE PARKING
AREAS.
Designate in advance vehicle parking areas for contractor
employees to prevent any unauthorized entry of persons
or vehicles onto the airport movement area. These areas
should provide reasonable contractor employee access to
. the job site.
2-6. CONSTRUCTION VEHICLE EQUIPMENT
PARKING.
I
I
I
I
I
I
i
, I
i
I
I
I
i
I
Construction employees must park and service all
construction vehicles in an area designated by the airport
operator outside the runway safety areas and OFZs and
never on a closed taxiway or runway. Employees should
also park construction vehicles outside the OF A when not
in use by construction personnel (e.g., overnight, on
weekends, or during other periods when construction is
not active). Parking areas must not obstruct the clear line
of sight by the A TCT to any taxiways or runways under
air traffic control nor obstruct any runway visual aids,
signs, or navigational aids. The FAA must also study
those areas to determine effects on 14 CFR part 77,
Objects Affecting Navigable Airspace, surfaces (see
paragraph 2-13 for further information).
2-7. RADIO COMMUNICATION TRAINING.
The airport operator must ensure that tenant and
construction contractor personnel engaged in activities
involving unescorted operation on aircraft movement
AC 150/5370-2E
areas observe the proper procedures for communications,
including using appropriate radio frequencies at airports
with and without A TCTs. Training of contractors on
proper communication procedures is essential for
maintaining airport operational safety. When operating
vehicles on or near open runways or taxiways,
construction personnel must understand the critical
importance of maintaining radio contact with airport
operations, A TCT, or the Common Traffic Advisory
Frequency, which may include UNICOM, MULTI COM,
or one of the FAA Flight Service Stations (FSS), as
directed by airport management.
Vehicular traffic crossing active movement areas must be
controlled either by two-way radio with the A TCT, escort,
flagman, signal light, or other means appropriate for the
particular airport. Vehicle drivers must confirm by
personal observation that no aircraft is approaching their
position when given clearance to cross a runway. In
addition it is the responsibility ofthe escort vehicle driver
to verity' the movement/position of all escorted vehicles at
any given time.
Even though radio communication is maintained, escort
vehicle drivers must also familiarize themselves with
A TCT light gun signals in the event of radio failure (see
the FAA safety placard "Ground Vehicle Guide to Airport
Signs and Markings"). This safety placard may be
ordered through the Runway Safety Program Web site at
http://www.faarsp.org or obtained from the Regional
Airports Division Office.
2-8. FENCING AND GATES.
Airport operators and contractors must take care to
maintain a high level of safety and security during
construction when access points are created in the security
fencing to permit the passage of construction vehicles or
personnel. Temporary gates should be equipped so they
can be securely closed and locked to prevent access by
animals and people (especially minors). Procedures
should be in place to ensure that only authorized persons
and vehicles have access to the AOA and to prohibit
"piggybacking" behind another person or vehicle. The
Department of Transportation (DOT) document
DOT/FAA/ AR-OO/52, Recommended Security Guidelines
for Airport Planning and Construction, provides more
specific information on fencing. A copy of this doc~ment
can be obtained from the Airport Consultants CounCIl,
Airports Council International, or American Association
of Airport Executives.
2-9.
GENERAL.
Section 3. Notification of Construction Activities
In order to maintain the desired levels of operational
safety on airports during construction activities, the safety
-
plan should contain the notification actions described
below.
5
1/17103
AC 150/5370-2E
CHAPTER 3. SAFETY STANDARDS AND GUIDELINES
3-1. OVERVIEW.
Section 1. Runway and Taxiway Safety Areas, Obstacle-Free Zones, and Object-Free Areas
Airport operators must use these safety guidelines when
preparing plans and specifications for construction
activities in areas that may interfere with aircraft
operations. The safety plan should recognize and address
these standards for each airport construction project.
However, the safety plan must reflect the specific needs
of a particular project, and for this reason, these safety
guidelines should not be incorporated verbatim into
project specifications. For additional guidance on
meeting safety and security requirements, refer to the
planning guide template included in Appendix 3 of this
AC.
3-2. RUNWAY SAFETY AREA (RSA)/
OBSTACLE-FREE ZONE (OFZ).
A runway safety area is the defined surface surrounding
the runway prepared or suitable for reducing the risk of
damage to airplanes in the event of an undershoot,
overshoot, or excursion from the runway (see AC
150/5300-13, Airport Design). Construction activities
within the standard RSA are subject to the following
conditions:
a. Runway edges.
(1) No construction may occur closer than
200 feet (60m) from the runway centerline unless the
runway is closed or restricted to aircraft operations,
requiring an RSA that is equal to the RSA width available
during construction, or 400 feet, whichever is less (see
AC 150/5300-13, Tables 3-1 through 3-3).
(2) Personnel, material, and/or equipment
must not penetrate the OFZ, as defined in AC 150/5300-
13.
(3) The airport operator must coordinate the
construction activity in the RSA as permitted above with
the A TCT and the FAA Regional Airports Division
Office or appropriate Airports District Office and issue a
local NOT AM.
b. Runway ends.
(1) An RSA must be maintained of such
dimensions that it extends beyond the end ofthe runway a
distance equal to that which existed before construction
activity, unless the runway is closed or restricted to
aircraft operations for which the reduced RSA is adequate
(see AC 150/5300-13). The temporary use of declared
distances and/or partial runway closures may help provide
the necessary RSA.
In addition, all personnel, materials, and/or equipment
must remain clear of the applicable threshold siting
surfaces, as defined in Appendix 2, "Threshold Siting
Requirements," of AC 150/5300-13.1 Consult with the
appropriate FAA Regional Airports Division Office or
Airports District Office to determine the appropriate
approach surface required.
(2) Personnel, material, and/or equipment
must not penetrate the OFZ, as defined in AC 150/5300-
B.
(3) The safety plan must provide procedures
for ensuring adequate distance for blast protection, if
required by operational considerations.
(4) The airport operator must coordinate
construction activity in this portion ofthe RSA with the
A TCT and the FAA Regional Airports Division Office or
appropriate Airports District Office and issue a local
NOTAM.
c. 'Excavations.
(1) Construction contractors must
prominently mark open trenches and excavations at the
construction site with red or orange flags, as approved by
the airport operator, and light them with red lights during
hours of restricted visibility or darkness.
(2) Open trenches or excavations are not
permitted within 200 feet (60m) ofthe runway centerline
and at least the existing RSA distance from the runway
threshold while the runway is open. Ifthe runway must
be opened before excavations are backfilled, cover the
excavations appropriately. Coverings for open trenches
or excavations must be of sufficient strength to support
the weight of the heaviest aircraft operating on the
,runway.
3-3. TAXIWAY SAFETY AREAS/OBJECT-
FREE AREAS.
a. Unrestricted construction activity is permissible
adjacent to taxiways when the taxiway is restricted to
aircraft such that the available taxiway safety area is equal
I If a full safety area cannot be obtained through declared
distances and partial closures, or other methods such as alternate
runway use, construction activity may operate in the RSA as
long as conditions cited in paragraph 3-1b(2) thru (4) are met. In
addition, various surfaces outlined in AC 150/5300-13 and
Terminal Instrument Procedures (TERPS) must be protected
through an aeronautical study.
7
1/17/03
materials that would minimize damage to an aircraft in
the event of inadvertent contact.
(1) Pavement markings for temporary closed
portions of the runway should consist ofyelIow chevrons
to identify pavement areas that are unsuitable for
takeoff/landing (see AC 150/5340-1). If unable to paint
the markings on the pavement, construct them from any
of the folIowing materials: double-layered painted snow
fence, colored plastic, painted sheets of plywood, or
similar materials. They must be properly configured and
secured to prevent movement by prop wash, jet blast, or
other wind currents.
(2) It may be necessary to remove or cover
runway markings, such as runway designation markings
and aiming point markings, depending on the length of
construction and type of activity at the airport.
(3) When threshold markings are needed to
identify the temporary beginning of the runway that is
available for landing, use a white threshold bar of the
dimensions specified in AC 150/5340-1.
(4) If temporary outboard elevated or flush
threshold bars are used, locate them outside of the runway
pavement surface, one on each side of the runway. They
should be at least 10 feet (3m) in width and extend
outboard from each side ofthe runway so they are clearly
visible to landing and departing aircraft. These threshold
bars are white. If the white threshold bars are not
discemable on grass or snow, apply a black background
with appropriate material over the ground to ensure the
markings are clearly visible.
(5) A temporary threshold may also be
marked with the use of retroreflective, elevated markers.
One side of such markers is green to denote the approach
end ofthe runway; the side that is seen by pilots on
rollout is red. See AC 150/5345-39, FM Specification L-
853, Runway and Taxiway Retrorejlective Markers.
(6) At 14 CFR part 139 certificated airports,
temporary elevated threshold markers must be mounted
with a frangible fitting (see 14 CFR part 139.309).
However, at noncertificated airports, the temporary
elevated threshold markings may either be mounted with
a frangible fitting or be flexible. See AC 150/5345-39.
b. The application rate ofthe paint to mark a short-
term temporary runway threshold may deviate from the
standard (see Item P-620, "Runway and Taxiway
Painting," in AC 150/5370-10, Standards/or Specifying
Construction 0/ Airports), but the dimensions must meet
the existing standards, unless coordinated with the
appropriate offices.
c. When a runway is partialIy closed, the distance
remaining signs for aircraft landing in the opposite
direction should be covered or removed during the
construction.
AC 150/5370-2E
3-6. LIGHTING GUIDELINES FOR
TEMPORARY THRESHOLD.
A temporary runway threshold must be lighted ifthe
runway is lighted and it is the intended threshold for night
landings or instrument meteorological conditions. We
recommend that temporary threshold lights and related
visual NA V AIDs be instalIed outboard of the edges of the
fulI-strength pavement with bases at grade level or as low
as possible, but not to exceed 3 inches (7.6cm) above
ground. When any portion of a base is above grade, place
properly compacted fill around the base to minimize the
rate of gradient change so aircraft can, in an emergency,
cross at normal landing or takeoff speeds without
incurring significant damage (see AC 150/5370-10). We
recommend that the folIowing be observed when using
temporary runway threshold lighting:
3. Maintain threshold and edge lighting color and
spacing standards as described in AC 150/5340-24,
Runway and Taxiway Edge Lighting System.
Battery-powered, solar, or portable lights that meet the
criteria in AC 150/5345-50, Specification/or Portable
Runway Lights, may be used. These systems are intended
primarily for visual flight rules (VFR) aircraft operation
but may be used for instrument flight rules (IFR) aircraft
operations, upon individual approval from the Flight
Standards Division of the applicable FAA Regional
Office.
b. When the runway has been partially closed,
disconnect edge and threshold lights with associated
isolation transformers on that part ofthe runway at and
behind the threshold (Leo, the portion of the runway that is
closed). Alternately, cover the light fixture in such a way
as to prevent light leakage. Avoid removing the lamp
from energized fixtures because an excessive number of
isolation transformers with open secondaries may damage
the regulators and/or increase the current above its normal
value.
c. Secure, identify, and place any temporary
exposed wiring in conduit to prevent electrocution and
fire ignition sources.
d. Reconfigure yelIow lenses (caution zone), as
necessary. If the runway has centerline lights, reconfigure
the red lenses, as necessary, or place the centerline lights
out of service.
e. Relocate the visual glide slope indicator (VGSI),
such as V ASI and P API; other airport lights, such as
REIL; and approach lights to identify the temporary
threshold. Another option is to disable the VGSI or any
equipment that would give misleading indications to
pilots as to the new threshold location. InstalIation of
temporary visual aids may be necessary to provide
adequate guidance to pilots on approach to the affected
runway. Ifthe FAA owns and operates the VGSI,
9
1/17/03
orange and white flags at least 20 by 20 inches (50 by 50
cm) square and made and installed so they are always in an
extended position, properly oriented, and securely fastened
to eliminate jet engine ingestion. Such barricades may be
many different shapes and made from various materials,
including railroad ties, sawhorses, jersey barriers, or
barrels. During reduced visibility or night hours,
supplement the barricades with red lights, either flashing or
steady-burning, which should meet the luminance
requirements of the State Highway Department (yellow
lights are not acceptable after October 1,2004). The
intensity of the lights and spacing for barricade flags and
lights must adequately and without ambiguity delineate the
hazardous area.
b. Movement areas.
Use orange traffic cones; red lights, either flashing or
steady-burning, which should meet the luminance
requirements of the State Highway Department (yellow
lights are not acceptable after October 1, 2004);
collapsible barricades marked with diagonal, alternating
orange and white stripes; and/or signs to separate all
construction/maintenance areas from the movement area.
All barricades, temporary markers, and other objects
placed and left in safety areas associated with any open
runway, taxiway, or taxilane must be as low as possible to
the ground; of low mass; easily collapsible upon contact
with an aircraft or any of its components; and weighted or
sturdily attached to the surface to prevent displacement
from prop wash, jet blast, wing vortex, or other surface
wind currents. If affixed to the surface, they must be
frangible at grade level or as low as possible, but not to
exceed 3 inches (7.6cm) above the ground. Do not use
nonfrangible hazard markings, such as concrete barriers
and/or metal-drum-type barricades, in aircraft movement
areas. Do not use railroad ties on runways.
Use highly reflective barriers with flashing or steady-
burning red lights to barricade taxiways leading to closed
runways. Evaluate all operating factors when determining
how to mark temporary closures that can last from 10 to
15 minutes to a much longer period of time. However,
we strongly recommend that, even for closures of
relatively short duration, major taxiway/runway
intersections be identified with barricades spaced no
greater than 20 feet (6m) apart. Mark the barricades with
a flashing or steady-burning red light. At a minimum, use
a single barricade placed on the taxiway centerline.
3-10. CONSTRUCTION NEAR NAVIGATIONAL
AIDS (NAVAIDS).
Construction activities, materials/equipment storage, and
vehicle parking near electronic NA V AIDs require special
consideration since they may interfere with signals
essential to air navigation. Evaluate the effect of
construction activity and the required distance and
direction from the NA V AID for each construction project.
Pay particular attention to stockpiling material, as well as
AC 150/5370-2E
to movement and parking of equipment that may interfere
with line of sight from the A TCT or with electronic
emissions. Interference from construction may require
NA V AID shutdown or adjustment of instrument approach
minimums for IFR. This condition requires that a
NOT AM be filed. Construction activities and
materials/equipment storage near a NA V AID may also
obstruct access to the equipment and instruments for
maintenance. Before commencing construction activity,
parking vehicles, or storing construction equipment and
materials near a NA V AID, consult with the nearest FAA
Airway Facilities Office.
3-11. CONSTRUCTION SITE ACCESS AND
HAUL ROADS.
Determine the construction contractor's access to the
construction sites and haul roads. Do not permit the
construction contractor to use any access or haul roads
other than those approved. Construction contractors must
submit specific proposed routes associated with
construction activities to the airport operator for
evaluation and approval as part ofthe safety plan before
beginning construction activities. These proposed routes
must also provide specifications to prevent inadvertent
entry to movement areas. Pay special attention to ensure
that ARFF right of way on access and haul roads is not
impeded at any time and that construction traffic on haul
roads does not interfere with NA V AIDs or approach
surfaces of operational runways.
3-12. CONSTRUCTION MATERIAL
STOCKPILING.
Stockpiled materials and equipment storage are not
permitted within the RSA and OFZ of an operational
runway. The airport operator must ensure that stockpiled
materials and equipment adjacent to these areas are .
prominently marked and lighted during hours of restricted
visibility or darkness. This includes determining and
verifYing that materials are stored at an approved location
to prevent foreign object damage and attraction of wildlife.
3-13. OTHER LIMITATIONS ON
CONSTRUCTION.
Contractors may not use open-flame welding or torches
unless adequate fire safety precautions are provided and
the airport operator has approved their use. Under no
circumstances should flare pots be used within the AOA
at any time. The use of electrical blasting caps must not
be permitted on or within 1,000 feet (300m) ofthe airport
property (see AC 150/5370-10, Standards for Specifying
Construction of Airports).
11
1/17103
that could be distracting, confusing, or alarming to pilots
during aircraft operations.
s. Water, snow, dirt, debris, or other contaminants
that temporarily obscure or derogate the visibility of
runway/taxiway marking, lighting, and pavement edges.
Any condition or factor that obscures or diminishes the
visibility of areas under construction.
t. Spillage from vehicles (gasoline, diesel fuel, oil,
etc.) on active pavement areas, such as runways,
taxiways, ramps, and airport roadways.
u. Failure to maintain drainage system integrity
during construction (e.g., no temporary drainage provided
when working on a drainage system).
AC 150/5370-2E
v. Failure to provide for proper electrical lockout
and tagging procedures. At larger airports with multiple
maintenance shifts/workers, construction contractors
should make provisions for coordinating work on circuits.
w. Failure to control dust. Consider limiting the
amount of area from which the contractor is allowed to
strip turf.
x. Exposed wiring that creates an electrocution or
fire ignition hazard. Identify and secure wiring, and place
it in conduit or bury it.
y. Site burning, which can cause possible
obscuration.
z. Construction work taking place outside of
designated work areas and out of phase.
13
1/17/03
AC 150/5370-2E
APPENDIX 1. RELATED READING MATERIAL
1. Obtain the latest version ofthe following free
publications from the FAA on its Web site at
http://www.faa.gov/arp/. In addition, these ACs are
available by contacting the U.S. Department of
Transportation, Subsequent Distribution Office, SVC-
121.23, Ardmore East Business Center, 3341 Q 75th
Avenue, Landover, MD 20785.
a. AC 150/5200-28, Notices to Airmen (NOTAM)
for Airport Operators. Provides guidance for the use of
the NOT AM System in airport reporting.
b. AC 150/5200-30, Airport Winter Safety and
Operations. Provides guidance to airport
owners/operators on the development of an acceptable
airport snow and ice control program and on appropriate
field condition reporting procedures.
c. AC 150/5200-33, Hazardous Wildlife Attractants
On or Near Airports. Provides guidance on locating
certain land uses having the potential to attract hazardous
wildlife to public-use airports.
d. AC 150/5210-5, Painting, Marking, and Lighting
of Vehicles Used on an Airport. Provides guidance,
specifications, and standards for painting, marking, and
lighting vehicles operating in the airport air operations
areas.
e. AC 150/5220-4, Water Supply Systems for
Aircraft Fire and Rescue Protection. Provides guidance
for the selection of a water source and standards for the
design of a distribution system to support aircraft rescue
and fire fighting service operations on airports.
f. AC 150/5340-1, Standards for Airport Markings.
Contains FAA standards for markings used on airport
runways, taxiways, and aprons.
g. AC 150/5340-14B, Economy Approach Lighting
Aids. Describes standards for the design, selection, siting,
and maintenance of economy approach lighting aids.
h. AC 150/5340-18, Standards for Airport Sign
Systems. Contains FAA standards for the siting and
installation of signs on airport runways and taxiways.
i. AC 150/5345-28, Precision Approach Path
Indicator (P API) Systems. Contains the FAA standards
for P API systems, which provide pilots with visual glide
slope guidance during approach for landing.
j. AC 150/5380-5, Debris Hazards at Civil
Airports. Discusses problems at airports, gives
information on foreign objects, and explains how to
eliminate such objects from operational areas.
k. AC 70/7460-2, Proposed Construction or
Alteration of Objects that May Affect the Navigable
Airspace. Provides information to persons proposing to
erect or alter an object that may affect navigable airspace
and explains the need to notifY the FAA before
construction begins and the FAA's response to those
notices, as required by 14 CFR part 77.
2. Obtain copies of the following publications from the
Superintendent of Documents, U.S. Government Printing
Office, Washington, DC 20402. Send a check or money
order made payable to the Superintendent of Documents
in the amount stated with your request. The Government
Printing Office does not accept C.O.D. orders. In
addition, the FAA makes these ACs available at no charge
on the Web site at http://www.faa.gov/arp/.
a. AC 150/5300-13, Airport Design. Contains
FAA standards and recommendations for airport design,
establishes approach visibility minimums as an airport
design parameter, and contains the object-free area and
the obstacle free-zone criteria. ($26. Supt. Docs.)
SN050-007-01208-0.
b. AC 150/5370-10, Standards for Specifying
Construction of Airports. Provides standards for
construction of airports. Items covered include
earthwork, drainage, paving, turfing, lighting, and
incidental construction. ($18. Supt. Docs.) SN050-007-
0821-0.
A-1
1/17103
AC 150/5370-2E
APPENDIX 3. AIRPORT CONSTRUCTION SAFETY PLANNING GUIDE
Aviation Safety Requirements During Construction
PURPOSE. This appendix provides airport operators
with boilerplate format and language for developing a
safety plan for an airport construction project. Adapt this
appendix, as applicable, to specific conditions found on
the airport for which the plan is being developed
Consider including a copy of this safety plan in the
construction drawings for easy access by contractor
personnel. Plans should contain the following:
1. GENERAL SAFETY REQUIREMENTS.
Throughout the construction project, the following safety
and operational practices should be observed:
· Operational safety should be a standing agenda
item during progress meetings throughout the
construction project.
· The contractor and airport operator must perform
onsite inspections throughout the project, with
immediate remedy of any deficiencies, whether
caused by negligence, oversight, or project scope
change.
· Airport runways and taxiways should remain in
use by aircraft to the maximum extent possible.
· Aircraft use of areas near the contractor's work
should be controlled to minimize disturbance to
the contractor's operation.
· Contractor, subcontractor, and supplier
employees or any unauthorized persons must be
restricted from entering an airport area that
would be hazardous.
· Construction that is within the safety area of an
active runway, taxiway, or apron that is
perfonned under normal operational conditions
must be perfonned when the runway, taxiway, or
apron is closed or use-restricted and initiated
only with prior permission from the airport
operator.
· The contracting officer, airport operator, or other
designated airport representative may order the
contractor to suspend operations; move
personnel, equipment, and materials to a safe
location; and stand by until aircraft use is
completed.
2. CONSTRUCTION MAINTENANCE AND
FACILITIES MAINTENANCE.
Before beginning any construction activity, the contractor
must, through the airport operator, give notice [using the
Notice to Ainnen (NOTAM) System] of proposed
location, time, and date of commencement of
construction. Upon completion of work and return of all
such areas to standard conditions, the contractor must,
through the airport operator, verify the cancellation of all
notices issued via the NOT AM System. Throughout the
duration ofthe construction project; the contractor must-
3. Be aware of and understand the safety problems
and hazards described in AC 150/5370-2, Operational
Safety on Airports During Construction.
b. Conduct activities so as not to violate any safety
standards contained in AC 150/5370-2 or any of the
references therein.
c. Inspect all construction and storage areas as
often as necessary to be aware of conditions.
d. Promptly take all actions necessary to prevent or
remedy any unsafe or potentially unsafe conditions as
soon as they are discovered.
3. APPROACH CLEARANCE TO RUNWAYS.
Runway thresholds must provide an unobstructed
approach surface over equipment and materials. (Refer to
Appendix 2 in AC 15015300-13, Airport Design, for
guidance in this area.)
4. RUNWAY AND TAXIWAY SAFETY AREA
(RSA AND TSA).
Limit construction to outside of the approved RSA, as
shown on the approved airport layout plan-unless the
runway is closed or restricted to aircraft operations,
requiring a lesser standard RSA that is equal to the RSA
available during construction (see AC 150/5370-2 for
exceptions). Construction activity within the TSA is
permissible when the taxiway is open to aircraft traffic if
adequate wingtip clearance exists between the aircraft and
equipment/material; evacuations, trenches, or other
conditions are conspicuously marked and lighted; and
local NOT AMs are in effect for the activity (see AC
15015300-13 for wingtip clearance requirements). The
NOT AM should state that, "personnel and equipment are
working adjacent to Taxiway _."
a. Procedures for protecting runway edges.
. Limit construction to no closer than 200 feet
(60m) from the runway centerline-unless
the runway is closed or restricted to aircraft
operations, requiring a lesser standard RSA
A-3
1/17/03
AC 150/5370-2E
Complete the following chart to determine the area that must be protected before the runway threshold:
: FEET
_: 1 to (threshold)
: FEET
_: 1 to (threshold)
: FEET
_: 1 to (threshold)
*See AC 150/5300-13, Airport Design, to complete the chart for a specific runway.
5. MARKING AND LIGHTING FOR
TEMPORARY THRESHOLDS.
Marking and lighting for a temporary threshold is ~is
not_ required. The airport owner or contractor, as
specified in the contract, wi1\ furnish and maintain
markings for temporary thresholds. Precision approach
path indicators (PAPIs) or runway end identification
lights (REIL) are~are not_ required. The airport
owner or contractor, as specified in the contract, wi1\
furnish and install all temporary lighting. Include
appropriate items per AC 150/5370-2, Chapter 3, "Safety
Standards and Guidelines." If marking and lightingfor
the temporary threshold is not required, delete this
section of the safety plan. Ifvisual aids and/or markings
are necessary, provide details. (Include applicable I4
CFR part 77 surfaces in the contract documents.)
6. . CLOSED RUNWAY MARKINGS AND
LIGHTING.
The following must be specified for closed runways.
Closed runway marking are ~are not_ required.
Closed runway markings will be as shown on the
plans~as furnished by the airport
owner~other_ (specifY). Barricades, flagging,
and flashers are ~are not-,"equired at Taxiway_
and Runway_and wi1\ be supplied by the airport
~other_(specifY).
7. HAZARDOUS AREA MARKING AND
LIGHTING.
Hazardous areas on the movement area wi1\ be marked
with barricades, traffic cones, flags, or flashers (specifY).
These markings restrict access and make hazards obvious
to aircraft, personnel, and vehicles. During periods of low
visibility and at night, identifY hazardous areas with red
flashing or steady-burning lights (specifY). The
hazardous area marking and lighting wi1\ be supplied by
;'Il,
;-~~
the airport operator/contractor, as specified in the
contract, and wi1\ be depicted on the plans.
8. TEMPORARY LIGHTING AND MARKING.
Airport markings, lighting, and/or signs wi1\ be altered in
the following manner (specifY) during the period from
_ to _' The alterations are depicted on the
plans.
9. VEHICLE OPERATION MARKING AND
CONTROL.
Include the following provisions in the construction
contract, and address them in the safety plans:
a. When any vehicle, other than one that has prior
approval from the airport operator, must travel over any
portion of an aircraft movement area, it wi1\ be escorted
and properly identified. To operate in those areas during
daylight hours, the vehicle must have a flag or beacon
attached to it. Any vehicle operating on the movement
areas during hours of darkness or reduced visibility must
be equipped with a flashing dome-type light, the color of
which is in accordance with local or state codes.
b. It may be desirable to clearly identifY the
vehicles for control purposes by either assigned initials or
numbers that are prominently displayed on each side of
the vehicle. The identification symbols should be at
minimum 8-inch (20-cm) block-type characters of a
contrasting color and easy to read. They may be applied
either by using tape or a water-soluble paint to facilitate
removal. Magnetic signs are also acceptable. In addition,
vehicles must display identification media, as specified in
the approved security plan. (This section should be
revised to conform to the airport operator's
requirements.)
A-5
1/17/03
FAA NOTAM #
AIRPORT I.D. #
NOTAMTEXT:
NOTIFICATON:
####TOWER
PHONE #
# # # # FSS
PHONE #
CANCELLED:
NOTIFICATON:
####TOWER
PHONE #
# # # # FSS
PHONE #
AC 150/5370-2E
APPENDIX 4. SAMPLE NOTAM
INITIALS
INITIALS
INITIALS
INITIALS
TIME
TIME
AIRLINES
TIME
TIME
AIRLINES
AIRPORT
DATE:
TIME:
CALLED IN BY
CALLED IN BY
CALLED IN BY
CALLED IN BY
A-7
SECTION 01035
WEATHER DELAYS
PART 1 - GENERAL
1.0l EXTENSIONS OF CONTRACT TIME:
A. lfthe basis exists for an extension oftime in accordance with General Provisions 80-
07, an extensron of time on the basis of weather may be granted only for the number
of Weather Delay Days in excess of the number of days listed as the Standard
Baseline for the entire construction duration of each phase as a whole.
1.02 STANDARD BASELINE FOR AVERAGE CLIMATIC RANGE:
A. The Owner has reviewed weather data available from the National Oceanic and
Atmospheric Administration (NOAA) and determined a Standard Baseline of average
climatic range for the Augusta Airport - WSO.
B. Standard Baseline shall be regarded as the normal and anticipatory number of
calendar days for each month during which construction activity shall be expected to
be prevented and suspended by cause of precipitation in excess of one-tenth inch
(0.10") liquid measure. Suspension of construction activity for the number of days
each month as listed in the Standard Baseline is included in the Work and is not
eligible for extension of Contract Time.
C. Standard Baseline (based upon precipitation in excess of one-tenth inch (O.l 0") liquid
measure) established for this contract is as follows:
Jan
7
Feb
6
Mar
7
AlJr
5
May Jun
5 7
Jul
7
Aug
7
SelJt Oct
5 4
Nov
4
Dec.
6
1.03 ADVERSE WEATHER AND WEATHER DELAY DAYS:
A. Adverse Weather is defined as the occurrence of one or more of the following
conditions which prevents exterior construction activity or access to the site within
twenty-four (24) hours:
1. precipitation (rain, snow, or ice) in excess of one-tenth inch (0.10") liquid
measure;
2. temperatures which do not rise above 32 degrees F by 10:00 a.m.;
3. temperatures which do not rise above that specified for the day's construction
activity by 10:00 a.m., if any is specified;
4. sustained wind in excess of twenty-five (25) m.p.h.;
5. standing snow in excess of one inch (1.00");
01035-1
For example:
1. If the total number of standard baseline days for a Phase is forty one (41) days
and there are thirty six (36) days with precipitation in excess of one tenth inch
(0.10") liquid measure and ten (10) weather delay days, giving a total offorty
six (46) rain and weather delay days. This would amount to five (5) days in
excess ofthe total baseline days for that Phase. Five (5) additional days will
be added to the time for that Phase.
2. If the total standard baseline for a Phase is forty one (41) days and there are
twenty (28) days with precipitation in excess of one tenth inch (0.10") liquid
measure and nine (9) weather delay days, giving a total of thirty seven (37)
rain and weather delay days. This would amount to four (4) days better than
the total baseline days for that Phase. Four (4) days will be deducted from the
time for that Phase.
Baseline days will be prorated when partial months are a part of a phase/stage or the
overall contract time.
For example:
1. If the contract or a phase begins on April 11, including April 11, there are
twenty (20) calendar days remaining in April. Twenty (20) remaining
calendar days divided by thirty (30) total calendar days in April equals
0.6667. Six (6) total baseline days established for April multiplied times
0.6667 equals four (4) baseline days for the remaining twenty calendar days
in April.
Section 01035, Weather Delays establishes an anticipated number of days of lost
construction time for each month.
1. . To calculate any liquidated damages for a phase/stage that is not completed
on time, the number of baseline days for the actual total construction time for that
phase/stage will be calculated from the standard baseline.
2. The number of weather delay days for the actual total construction time for
that phase/stage will be calculated.
3. The difference in weather delay days and baseline days will then be
calculated. Months that have less weather delay days than baseline days will
result in a negative number.
4. The resulting difference will then be added to the contract time for the
phase/stage.
5. The difference in the actual total construction time and the contract time plus
weather delay days in excess of the baseline for that phase/stage will
determine if and what the actual amount of liquidated damages for that
phase/stage will be.
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SECTION 01040
PROJECT COORDINATION
PART 1
GENERAL
1.01
RELATED DOCUMENTS:
All contract documents and drawings apply to work of this section.
1.02 DESCRIPTION OF WORK:
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.
3. Limitations on use of site.
4. Special reports.
5~ . General installation provisions.
6. Cleaning and protection.
7. Conservation and salvage.
PART 2
PRODUCTS (Not applicable.)
PART 3
EXECUTION
3.01
COORDINATION AND MEETINGS:
A. General: The Contractor shall prepare a written memorandum on required
coordination activities and 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. Preconstruction Conference: A Preconstruction Conference will be
scheduled after award of Contract and prior to issuance of a Notice to
Proceed. Key Project personnel representing the Prime Contractor and all
major Subcontractors will be required to attend this Conference. All other
parties involved with this Project, such as the Owner, Engineer, and FAA,
will also be represented. The entire Construction Schedule will be reviewed
carefully by all affected parties at the Preconstruction 'Conference. The
Contractor(s) shall prepare a detailed Construction Schedule for review prior
to and at the Preconstruction Conference.
01040-1
Interface requirements.
Time.
Sequences.
Deliveries.
Off-site fabrication problems.
Access.
Site utilization.
Temporary facilities and services.
Hours of work.
Hazards and risks.
Housekeeping.
Quality and work standards.
Change orders.
Documentation of information for payment requests.
G. Reporting: No later than 3 days after each progress meeting date, distribute
copies of minutes of the meeting to each party present and to other parties
who should have been present. Include a brief summary, in narrative form,
of progress since the previous meeting and report.
H. Schedule Updating: Revise the construction schedule after each progress
meeting where revisions to the schedule have been made or recognized.
Issue the revised schedule concurrently with the report of each meeting.
3.02 SURVEYS AND RECORDS/REPORTS:
A. Construction Staking: The Engineer has established survey base lines for
the Contractor. The Contractor shall take all necessary precautions to
prevent the loss or damage of primary control points. The Contractor will be
responsible for staking required for construction. 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. 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 bench marks. 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
01040-3
3.03 LIMITATIONS ON USE OF THE SITE:
A. General: Limitations on site usage as well as specific requirements that
impact site utilization are indicated on the drawings and by other contract
documents. Schedule deliveries so as to minimize space and time
requirements for storage of materials and equipment on site.
B. Waste Disposal: Waste materials shall be disposed of as specified elsewhere
in Contract Documents.
3.04 MEASUREMENT AND PAYMENT:
No measurement or payment will be made for work in this item; it will be
considered as incidental,cost to Mobilization and other items of work.
END OF SECTION 01040
01040- 5
PARTl
1.01
SECTION 01090
REGULATIONS AND DEFINITIONS
GENERAL
RELATED DOCUMENTS:
Drawings, General Provisions, Supplementary Conditions, Specifications, and other
contract documents apply to work of this section. See Section 10 of General
Provisions for additional definitions.
1.02' DESCRIPTION OF REQUIREMENTS:
1.03
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, statutes, 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 ofthe work regardless of whether they are
lawfully imposed by governing authority or not.
B. Governing Regulations: Refer to General Provisions, Supplementary
Conditions, and General Requirements for requirements related to.
. compliance with governing regulations.
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 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
01090-1
K. Incidental To: The term "incidental to" shall mean that the cost associated
with a designated particular work element shall be considered to be included
in the unit price of the item ( or items) that the particular element is prescribed
to be incidental to.
1.04 SUBMITTALS:
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 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
01090-3
SECTION 01150
MEASUREMENT AND PAYMENT
PART 1
GENERAL
1.01
DESCRIPTION:
A. Method of Measurement and Payment: This section supplements Section 90
of the General Provisions and establishes the method of measurement and
payment for work performed under this contract.
B. Unit Price: Except where lump sum is indicated, 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 Provisions.
C. Related Requirements in Other Parts ofthe Specifications:
1. Bid (Proposal).
2. Agreement.
3. Conditions of the Contract.
D. Related Requirements Specified in Other Sections:
1. Scope of Work - Section 01010.
2. Submittals - Section 01300.
3. Contract Closeout - Section 01700.
E. Work With No Identified Payment Items: No additional payment will be
made for items of work for which a separate payment item is not specified or
contained in the Bid Schedule; such work shall be deemed incidental to the
project and payment for said work shall be considered as included in the
various unit bid prices.
1.02 APPLICATIONS FOR PAYMENT:
A. Submittal Schedule: Submit Applications for Payment to the Engineer in
accordance with the schedule established by Conditions ofth~ 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 x 11 inch white paper
continuation sheets.
2. Provide itemized data on continuation sheet: Format, schedules, line
items and values: Those of the Schedule of Values accepted by the
Engineer.
01150-1
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 Section 01700 - Contract Closeout.
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 Provisions 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.
4. When the Owner or Engineer require substantiating data, Contractor
shall submit suitable information with cover letter identifying:
a. Actual cost of materials/equipment.
b. All costs of labor and equipment including number of
men/equipment and hourly rates.
c. All overhead and profit data.
d. Ifwork to be done by a subcontractor, thenprovide detail of.
the subcontractor's actual costs (both labor and materials),
and all overhead and profit data.
1.04 MEASURES AND WEIGHTS:
A. Contractor Assistance: 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 ofthe materials at no cost to the
Owner.
B. Weights and Measures: Quantities 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.
C. Use of Planimeter: 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.
D. Precedence of Dimensions: Figured dimensions on drawings shall take
01150-3
PART 1
1.01
SECTION 01300
SUBMITTALS
GENERAL
SUBMITTALS BY CONTRACTOR:
A. Construction Progress Schedule.
B. Certifications as specified in the various sections.
C. Shop Drawings and Project Data as specified in the various sections.
D. Miscellaneous:
1. Equipment Manuals.
2. Weekly Payroll.
3. EEO Reports.
4. DBE Expenditure Report.
5. Safety Plan.
6. Security Plan.
7. Warranties and Bonds.
8. QC Plan.
9. Other(s) as required.
1.02 PROGRESS SCHEDULE:
A. Bar-Chart Schedule: Submit a bar-chart construction schedule 7 calendar
. days prior to the preconstruction conference date established for the work.
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 work.
B. Sequencing: Arrange schedule with notations to show how sequence of work
is affected by requirements for phased completion, limitations o[.continued
utilization, non-interruptible services, use prior to substantial completion, site
restrictions, roadway closures, provisions for future work, seasonal
variations, environmental control, and similar provisions oftotal project. The
sequencing/safety schedule is required at least 10 days prior to the
preconstruction meeting. Each subsequent phasing schedule is required at
least two weeks before the phase is to begin. Refer to other sections of
Division 1 and other contract documents for requirements.
01300-1
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:
1. Be responsible for all submittals.
2. Review shop drawings and product data prior to submission.
3. Verify:
a. Field measurements.
b. Field construction criteria.
c. Catalog numbers and similar data.
4. Coordinate each submittal with the requirements ofthe work and of
the Contract Documents.
5. Notify the Engineer, in writing at time of submission, of deviations in
submittals from requirements of the Contract Documents.
6. Begin no work which requires submittals until the return of'
submittals with the Engineer's stamp and initials or signature
indicating review.
7. After the Engineer's review, distribute copies.
E. Contractor's Responsibilities:
1. Contractor's responsibility for errors and omissions in submittals is
not relieved by the Engineer's review of submittals.
2. Contractor's responsibility for deviations in submittals from
requirements of the Contract Documents is not relieved by the
Engineer's review of submittal, unless the Engineer gives written
acceptance of specific deviations.
F. Submission Requirements Include:
1. The shop drawings shall be submitted in suffiCient time to allow
discussion and correction prior to beginning the work. Work shall
01300-3
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1. 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.
G. Resubmission Requirements 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 resubmittals, include new data as required for initial
submittal.
H. Distribution to Others:
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 required.
I. Shop Drawings and Product Data:
1. Submit notarized certifications cosigned by manufacturer/supplier
and Contractor for:
a. All fencing components (Fabric, barb wire, etc.);
b. Filter Fabric;
c. Rip Rap;
d. Concrete.
2. Submit shop drawings, product data and steel placement plans for:
All other products as required by the drawings, specifications ,and.
Engineer.
01300-5
DBE subcontractors for the period as well as for the project to date
expenditure.
E. Security Plan:
At preconstruction conference submit for approval, proposed security plan
describing specifically how security will be maintained at each access point
and work area by Contractor's forces.
F. Warranties and Bonds:
Submit as specified in Section 01740.
PART 2
PART 3
END OF SECTION 01300
01300-7
SECTION 01510
TEMPORARY FACILITIES
PART 1
GENERAL
1.01
DESCRIPTION:
A. Contractor shall furnish, install and maintain temporary utilities required for
construction and other temporary facilities as indicated; remove on
completion of work.
B. Related requirements are specified in other sections of the specifications.
1.02
REQUIREMENTS OF REGULATORY AGENCIES:
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A. Comply with National Electric Code.
B. Comply with Federal and Local codes and regulations and with utility
company requirements.
PART 2
. PRODUCTS
2.01
MATERIALS, GENERAL:
Materials and equipment 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. Acceptability of all items will be
determined by the Engineer.
PART 3
EXECUTION
3.01
TEMPORARY ELECTRICITY AND LIGHTING:
Provide temporary electrical service required for power and lighting, and pay all costs
for service and for power used.
3.02 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 make
arrangements for securing and providing necessary water as required for the
performance of the work.
01510-1
adequately support the Contractor's proposed equipment and vehicles. The
Contractor shall apply a periodic top dressing to the CABC in order to
minimize any fugitive dust or mud during the construction period. Upon
completion of the project, the base shall be completely removed, the site
graded to drain, and then seeded with bermuda seed and mulched to the
satisfaction of the Owner.
F. Access and Haul Roads:
1. The locations of access and haul roads will be approved by the
Engineer and are shown on the drawings. These roads will be located
to minimize conflict with Airport operations and shall be maintained,
well defined, and confined to the minimum area required. Damaged
roads shall be promptly repaired by the Contractor to the satisfaction
of the Engineer at no cost to the Owner. The Contractor shall
construct a haul route of adequate materials and thickness to support
hislher equipment and vehicles to access the proposed staging area
site and remove this haul route upon completion of the project.
2. The Contractor shall maintain the access and haul roads and shall
monitor the roads as required to create no dust. All project traffic
must be routed through these areas. The Contractor shall provide all
markings required to clearly define the access and haul roads.
3. The Contractor will be responsible for obtaining any necessary
driveway permit(s) from local agencies for access and haul roads.
4. If access or haul routes cross a utility, the Contractor shall protect the
utility as directed by the Owner of the utility.
5. There shall be no direct payment for the construction,
maintenance, and removal of all access and haul roads.
6. Access routes that cross existing FAA NA V AID cables shall be
bridged with a 1" thick by 5 foot wide steel plate( s) that span the
width of the access route to protect the existing FAA cable(s) as
directed by the Engineer.
3.05 EXECUTION. GENERAL:
Maintain and operate systems to assure cqntinuous service.
3.06 REMOVAL:
A. Completely remove temporary materials and equipment when their use is no
longer required.
B. Clean and repait: damage caused by temporary installations or use of
temporary facilities. . Restore grassed and paved areas to their pre-
construction condition.
01510-3
SECTION 01530
TEMPORARY BARRICADES
PART 1 GENERAL
1.01 DESCRIPTION:
A. Provide installation and maintenance of barricades as required for safety of
aircraft and Contractor's work forces, and to maintain use of the various
portions of the air operations area during construction.
B. Comply with the referenced FAA Advisory Circulars and the safety and
phasing plan.
C. Related work specified elsewhere:
1. Construction safety: General Provisions and General Requirements.
2. Staging and safety plan: Contract Drawings and General
Requirements.
PART 2 PRODUCTS
2.01 BARRICADES:
The following types of barricades shall be provided, maintained and properly spaced
in accordance with MUTCD.
A. Pedestrian Barricade: Fence shall be a bright orange colored high density
polyethylene (HDPE) material (Tenax OBeacon PlusD or approved
equivalent) that is securely attached to pedestrian barricade fence poles.
Poles may be made of steel, aluminum, HDPE or other material acceptable
to the Engineer. Poles shall be spaced at a maximum distance of 6' on
center.
PART 3 EXECUTION
3.01 GENERAL:
A. Install barricades at locations. shown on the drawings and where directed by
Engineer. Anchor barricades as approved by Engineer. There shall be no
additional measurement or payment for anchoring and maintaining
barricades.
3.02 MEASUREMENT AND PAYMENT:
Barricades shall be measured and paid for on a lump sum basis. Measurement
and payment shall be made for all airfield barricades installed, moved, and reused.
01530-1
PART 1
1.01
i.
SECTION 01600
MATERIAL AND EQUIPMENT
GENERAL
GENERAL:
A. Material and Equipment (Products) Incorporated Into the Work:
1.
Shall conform to applicable specifications and standards.
2. Shall comply with size, make, type and quality specified, or as
specifically approved in writing by the Engineer.
3. Shall not be used for any purpose other than that for which it is
designed or is specified.
B. Manufactured and Fabricated Products:
1. Design, fabricate and assemble in accord with the best engineering
and shop practices.
2. Manufacture like parts of duplicate units to standard sizes and gages,
to be interchangeable.
3. Products shallbe suitable for service conditions.
4. Equipment capacities, sizes and dimensions shown or specified shall
. be adhered to unless variations are specifically approved by Engineer
in writing.
C. Related Requirements in Other Parts of the Proiect Manual:
1. Conditions of the Contract.
D. Standardization:
1. Unless otherwise approved by the Engineer, items and equipment of a
similar type and function shall- be furnished by one manufa:cturer to
standardize on replacement parts, service calls, operation and
maintenance matters, and to avoid a division of responsibility among
several manufacturers.
01600-1
f. Availability of maintenance servIce, and source of
replacement materials.
3. Engineer shall be the judge of the equality and acceptability of the
proposed substitution.
4. 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.
5. No further requests for substitutions will be considered after
Preconstruction Conference.
D. Contractor's Representation: A request for a substitution constitutes a
representation that Contractor:
1. Has investigated the proposed product and determined that it is equal
to or superior in all respects to that specified.
2. Will provide the same warranties or bonds for the substitution as for
the product specified.
3. 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.
4. Waives all claims for additional costs, under his responsibility, which
may subsequently become apparent.
E. Engineer's Review: 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. Printed Instructions: 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. Strict Compliance: Handle, install, connect, clean, condition, and adjust
products in strict accord with such instructions and in conformity with
01600-3
PART 2
PART 3
2. Store loose granular materials in a well-drained area on solid surfaces
to prevent mixing with foreign matter.
C. Storage Inspection: 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: Provide substantial coverings as necessary to
protect installed . products from damage from traffic and subsequent
construction operations. Remove when no longer needed.
PRODUCTS (Not Applicable)
EXECUTION (Not Applicable)
END OF SECTION 01600
01600-5
PART 1
1.01
SECTION 01700
CONTRACT CLOSEOUT
GENERAL
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.
2. Project Record Documents: Section 01720.
3. Warranties and Bonds: Section 01740.
1.02 SUBSTANT~ COMPLETION:
PART 2
PART 3
3.01
The conditions and procedures for inspection; and Contractor's, Engineer's and
Owner's responsibilities pertaining to substantial completion are as specified in the
General Provisions and in the Supplementary Conditions.
PRODUCTS (Not Used)
EXECUTION
FINAL INSPECTION:
A. Shall be in accordance with conditions and procedures outlined in the
Contract Documents. .
B. When Engineer finds that the work is acceptable under the Contract
Documents, he will request required Contractor's Closeout Submittals.
01700-1
CONTRACTOR WARRANTY FORM
. PROJECT:
LOCATION:
OWNER:
We
, Contractor
(Company Name)
for the above referenced project, do hereby 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. This warranty commences on:
(Date of Substantial Completion Affixed by Engineer)
and expires on :
(One Year From Commencement Date)
This warranty covers that portion of the project described below:
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 Undersigned at
no expense to the Owner.
Nothing in the above shall be deemed to apply to work which has been abused or neglected by the
Owner.
Date:
For:
(Company Name)
By:
Title:
AFFIDAVIT OFPAYMENT
To All Whom It May Concern:
WHEREAS, the undersigned has been employed by
to furnish labor and materials for
work, under a contract
for the improvement of
in the
property described as
of
County of
, State of
of which
is the Owner,
NOW, THEREFORE, this _ day of
,20_,
The undersigned, as the Contractor for the above-named Contract pursuant to the Conditions of the Contract
hereby certified that, except as listed below, he has paid in full or has otherwise satisfied all obligations for
all materials and equipment furnished, for all work, labor, and services performed, and for all known
indebtedness and claims against the Contractor for damages arising in any manner in connection with the
performance of the Contract referenced above for which the Owner or his property might in any way be held
responsible.
EXCEPTIONS: (If none, write "None". If required by the Owner, the Contractor shall furnish bond satisfactory to
the Owner for each exception.)
AITACHMENTS:
1. Consent of Surety to Final Payment. (Whenever Surety is involved, Consent of Surety is required.)
2. Contractor's Release or Waiver of Liens, conditional upon receipt of final payment.
3. Separate Releases or Waivers of Liens from Subcontractors and material and equipment suppliers.
4. Contractor's Affidavit of Release of Liens.
(SEAL)
CONTRACTOR (Name of sole ownership, corporation or
partnership)
(Affix corporate
seal here)
TITLE:
AFFIDAVIT OF RELEASE OF LIEN
To All Whom It May Concern:
WHEREAS, the undersigned has been employed by
to furnish labor and materials for
work,
for
m
under a contract
the improvement of property described as .
the of
of which
County of
, State of
is the Owner,
NOW, THEREFORE, this _ day of
,20_,
The undersigned, as the Contractor for the above-named Contract pursuant to the Conditions of the Contract
hereby certifies that to the best of his lrnowledge, information and belief, except as listed below, the
Releases or Waivers of Lien attached hereto include the Contractor, all Subcontractors, all suppliers of
materials and equipment, and all performers of Work, labor or services, who have or may have liens against
any property of the Owner arising in any manner out of the performance of the Contract referenced above.
EXCEPTIONS: (If none, write ''None''. If required by the Owner, the Contractor shall furnish bond satisfactory to
the Owner for each exception.)
ATTACHMENTS:
1. Contractor's Release or Waiver of Liens, conditional upon receipt of final payment.
2. Separate Releases or Waivers of Liens from Subcontractors and material and equipment suppliers.
(SEAL)
CONTRACTOR (Name of sole ownership, corporation or partnership)
(Affix corporate
seal here)
(SEAL)
(Signature of Authorized Representative)
TITLE:
FINAL WAIVER OF LIEN
To All Whom It May Concern:
WHEREAS, the undersigned has been employed by
furnish labor and materials for
contract
to
work, under a
in the
of which
for the improvement of property described as
(City-Village) of
, County of
, State of
is the Owner,
NOW, THEREFORE, this _ day of
,20_,
for and in consideration of the sum of (E)
Dollars paid simultaneously herewith, the receipt whereof is hereby acknowledged by the undersigned, the undersigned does
hereby waive and release any lien rights to, or claim of lien with respect to and on said above-described premises, and the
improvements thereon, and on the monies or other considerations due to become due from the owner, on account of labor,
services, material, fIxtures, apparatus of machinery heretofore or which may hereafter be furnished by the undersigned to or for
the above-described premises by virtue of said contract.
(F)
(SEAL)
(Name of sole ownership, corporation or partnership)
(AffIx corporate
seal here)
(SEAL)
(Signature of Authorized Representative)
TITLE:
INSTRUCTIONS FOR FINAL WAIVER
(A) Person or firm with whom you agreed to furnish either labor, or services, or materials, or both.
(B) Fill in nature and extent of work; strike the word labor or the word materials if not in your contract.
(C) If you have more than one contract on the same premises, describe the contract by number if available, date and extent of work.
(0) Furnish an accurate enough description of the improvement and location of the premises so that it can be distinguished from any other property.
(E). Amount shown should be the amount actually received and equal to total amount of contract as adjusted.
(F) If waiver is for a corporation, corporate name should be used, corporate seal affixed and title of officer signing waiver should be set forth; if waiver is for a
partnership, the partnership name should be used, partner should sign and designate himself as partner.
Construction Industry Affairs Committee of Chicago
CONSENT OF SURETY
For Final Payment
Project Name
Location
Project No.
Contract No.
Type of Contract
Amount of Contract
In accordance with the provisions of the above-named contact between the Owner and the
Contractor, the following named surety:
on the Payment Bond of the following named Contractor:
hereby approves of final payment to the Contractor, and further agrees that said final payment to
the Contractor shall not relieve the Surety Company named herein of any of its obligations to the
following named Owner: as set forth in said Surety company's bond:
IN WITNESS WHEREOF, the Surety Company has hereunto set its hand and seal this _ day.
of . 20
(Name of Surety Company)
(Signature of Authorized Representative)
(Affix corporate
seal here)
TITLE
IF SIGNED BY ATTORNEY-IN-FACT POWER OF ATTORNEY MUST BE ATTACHED.
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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. All disposal of waste materials shall be off-site at approved locations.
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.
B. Should Contractor propose disposal of materials at sites not property of
Owner (landfills, etc.), submit two (2) copies of the property Owner's
written permission for such disposal with Disposal Plan required by these
specifications.
PART 2
PRODUCTS
2.01
MATERIALS:
A. Use only those cleaning materials which will not create hazards to health
or property and which will not damage surfaces.
B. Useonly those cleaning materials and methods recommended by
manufacturer of the surface material to be cleaned.
C. Use cleaning materials only on surfaces recommended by cleaning
material manufacturer.
01710-1
PART 1
1.01
PART 2
PART 3
3.01
SECTION 01720
PROJECT RECORD DOCUMENTS
GENERAL
GENERAL REQUIREMENTS:
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.
8. Laboratory test records. .
B. Related requirements in other parts ofthe Project Manual:
1. Conditions of the Contract.
PRODUCTS (Not Used.)
EXECUTION
MAINTENANCE OF DOCUMENTS AND SAMPLES:
A. Store record 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
Construction Specifications Institute - MASTERFORMAT.
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.
01720-1
b. The invert elevation of the end of all pipes, services and
stub outs, and headwalls.
c. The rim (top offrame) ortop of grate and invert elevations of
all manholes, catch basins, and other structures.
9. Electrical construction identification:
a. Exact distance between all manholes or points of intersection.
b. Exact size and location of duct bank or cable run and what
circuits it feeds.
c. Exact location of any lines abandoned in place.
d. Rim and invert elevation of all manholes and duct banks. .
e. Depth of cover on direct burial lines.
E. Set one (1) Concrete Benchmark in location to be approvedby'Owner and
Engineer and document location and elevation data.
F. 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.
G. All horizontal control dimensions shall be to the nearest tenth of a foot.
Elevations shall be to the nearest one-hundredth of a foot.
3.03 SUBMITTAL:
A. Upon completion of the work as described in Section 01010 "Scope of
Work", the Contractor shall submit on hard copy drawings of all work and
the RLS signed and sealed hard copy of as-built survey notes. Additionally,
all elevation/location data shall be submitted by the RLS in electronic media
form of consisting of survey points submitted in ASCII Format or other
approved format (compatible with Autocad Release 14 from Autodesk, Inc.)
and shall include, as a minimum the northing, easting, elevation (all in feet)
and descriptor for each data point.
All hard copy submittals shall be signed and sealed by a Professional Land
Surveyor registered in the state of Georgia.
Following the completion of the work, subsequent pay requests will not
01720-3
PART 1
1.01
PART 2
SECTION 01740
WARRANTIES AND BONDS
GENERAL
GENERAL REQUIREMENTS:
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.
B. Related requirements in other parts of the Project Manual:
1. Bid Bonds: Instructions to bidders.
2. Performance Bond and Payment Bond: Conditions of the contract.
3. General warranty of construction: Conditions of the contract.
C. 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.
. .
4. Provisions of Warranties and Bonds, duration: The respective section
of specifications which specifies the product.
PRODUCTS (Not Used.)
01740-1
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.
3.03 TIME OF SUBMITTALS:
A. Submit 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.
3.04 SUBMITTALS REQUIRED:
Submit warranties, bonds, service and maintenance contracts as specified in the
respective sections of specifications.
3.05 INITIAL W ARRANTY DATE:
The beginning date of the warranty for ALL of the work items shall
commence upon the date of the final acceptance of the complete (entire)
project.
3.06 PAYMENT:
No separate payment will be made under this section for work described or specified
herein.
END OF SECTION 01740
01740-3
140-1.1
140-1.2
140-1.3
140-1.4
140-1.5
ITEM S-140
SITE DEMOLITION
DESCRIPTION
This item consists of demolition work including complete or partial removal of
existing construction as indicated on the drawings or as directed by the Engineer.
The work may include coordination and scheduling of demolition work by other
contractors and utility companies.
Do not begin demolition work until authorized by Owner.
SCOPE. Types of demolition work include but are not limited to:
A. Bituminous pavement and base by breaking up and removal from the site.
Thicknesses of pavements to be removed as may be indicated in logs of borings or on
drawings are approximate. The Contractor shall investigate and verify to his
satisfaction the thickness of existing pavements to be removed.
B. Portions of the existing storm drainage system, including various sizes of pipes and
structures.
C. Removal of two light bars of the Runway 17 Approach Lighting System (MALSR)
located at approximate Stations 160+20 and 108+30.
RELATED WORK. Removal work excluded from this section but specified in
other sections of specifications:
A. Excavation and Embankment specified in Item P-152.
SUBMITTALS. Prior to the start of demolition work, submit a demolition plan
indicating proposed methods, sequence of operations, and schedule for demolition
and removal work to the Engineer for approval. Include coordination for shut-off,
capping, and continuation of utility services as required; details for phasing; erosion
control; removal methods; disposal of materials; salvage requirements; and
coordination of other work in progress.
. JOB CONDITIONS.
A. Condition of Structures. Owner assumes no responsibility for actual condition of
items or structures to be demolished.
B. Demolition and Salvage. Except where materials are designated to be incorporated
into new work or retained by Owner, items indicated to be removed but of salvable
value to Contractor may be removed as work progresses. Transport such salvaged
S-140-1
140-1.8
140-2.1
140-2.2
140-2.3
140-2.4
required.
STAGING. Certain items cannot be demolished until after work in other phases is
complete. Coordinate work with Owner and approved phasing plan.
EXECUTION
INSPECTION. Prior to commencement of demolition work, inspect areas in
which demolition will be performed. Photograph or video tape existing condition of
structure surfaces, equipment or surrounding properties which could be
misconstrued as damage resulting from demolition work. File photographs or tapes
with Engineer prior to starting work.
PREPARATION. Provide shoring, bracing, or support to prevent movement,
settlement, or collapse of structures or elements to be demolished and adjacent
facilities to remain. Cease operations and notify the Engineer immediately if safety
of structure or surrounding area appears to be endangered. Take precautions to
support structure until determination is made for continuing operations.
DEMOLITION.
A. Perform demolition work in a systematic manner. Use such methods as required to
complete work indicated on drawings or directed by Engineer in accordance with
the demolition plan and governing regulations.
B. Demolish concrete, excluding pavements, and masonry construction in sections; cut
concrete and masonry at junctions with construction to remain using power-driven
impact tools, saws, or hand tools as permitted.
C. Completely fill below-grade areas and voids resulting from demolition work.
Provide fill consisting of approved soil, gravel or sand, free of trash and debris,
stones over 6" diameter, roots or other organic matter. Place fill in accordance with
Item P-152.
D. Remove existing utilities and terminate in a manner conforming to the nationally
recognized code covering the specific utility and approved by the Engineer.
PAVEMENT REMOVAL.
A. Sawcut existing pavement full depth along removal limits except as otherwise
indicated. Except where milling is indicated, break up and remove pavements full
depth or as otherwise indicated.
B. Edges of sawcuts shall be protected and shall be neat and square for matching new
pavement to existing pavement.
8-140-3
MEASUREMENT AND PAYMENT
140-3.1
GENERAL. The contract unit prices shall include the cost of removing the items,
labor, tools, equipment, handling, hauling, stockpiling, disposal, re-installation,
clean-up, and all incidental work required to complete the item.
A. Pavement removal including base course shall be measured and paid on a square
yard basis which also shall cover the cost of saw cutting, if neccessary.
B. Removal of storm drainage pipes (15" - 18") shall be measured and paid per linear
foot and includes excavation, backfilling, and plugging ends of pipes and structures
with concrete or masonry, if required.
C. Removal of existing MALSR lighting equipment as described in paragraphs 140-
1.2.C and 140-2.5 shall be measured and paid for on a lump sum basis and include
all necessary work required to remove all equipment and appurtenances to a F .A.A.
designated location.
D. Removal of miscellaneous items required to construct the work and not specifically
described in this item shall be necessary and incidental to all other bid items.
Payment will be made under:
S-140A
Asphalt Pavement Removal--per square yard
S-140B
Storm Drain Pipe (15"-18") Removal--linear foot
S-140C
Remove Existing MALSR Equipment-per lump sum.
END OF ITEM S-140
S-140-5
152-1.1
152-1.2
152-1.2
152-2.1
ITEM P-152
EXCAVATION AND EMBANKMENT
DESCRIPTION
This item covers excavation, disposal, placement, and compaction of all soil and
rock materials within the limits of the work required to construct safety areas and
drainage or other purposes in accordance with these specifications and in
conformity to the dimensions and typical section(s) shown on the plans.
CLASSIFICATION. All material excavated shall be classified as defined below:
a.
Unclassified Excavation: Unclassified Excavation shall consist of the excavation
and placement of all material, regardless of its nature, which is not otherwise
classified and paid for under the following items. Heavy clay soil unsuitable for
use under buildings or paved areas when encountered shall be disposed of in
embankment areas designated by the Engineer. If directed to remove this material
from the site, this material shall be designated as Unclassified Excavation-Waste.
b.
Unclassified Excavation-Waste Unclassified Excavation-Waste shall include all
unsuitable material or excess material excavated which is not required for use in
construction of the proposed embankments.
Unsuitable Excavation. Any material containing vegetable or organic matter, such
as muck, peat, organic silt, or sod shall be considered unsuitable for use in
embankment construction. Material, when approved by the Engineer as suitable
to support vegetation, may be used as topsoil. Material unsuitable for use as
topsoil shall be wasted and paid for under the Unclassified Excavation-Waste
item.
CONSTRUCTION METHODS
General. The suitability of material to be placed in embankments shall be subject
to approval by the Engineer. All unsuitabl~ material shall be disposed of in an
owner designated location on Airport property. When the Contractor's excavating
operations encounter artifacts of historical or archaeological significance, the
operations shall be temporarily discontinued. At the direction of the Engineer,
the Contractor shall excavate the site in such a manner as to preserve. the
artifacts encountered and allow for their removal. Such excavation will be paid
for as extra work.
Those areas outside of the pavement areas in which the top layer of soil material
has become compacted, by hauling or other activities of the Contractor shall be
scarified and disked to a depth of 4 inches, in order. to loosen and pulverize the
P-152-1
152-2.3
152-2.4
b. Overbreak. Overbreak, including slides, is that portion of any material
displaced or loosened beyond the finished work as planned or authorized
by the Engineer. The Engineer shall determine if the displacement of such
material was unavoidable and hislher decision shall be final. All
overbreak shall be graded or removed by the Contractor and disposed oras
directed; however, payment will not be made for the removal and disposal
. of overbreak which the Engineer determines as avoidable. Unavoidable
overbreak will be classified as " Unclassified Excavation" or "Unclassified
Excavation-Waste" depending on where the material is placed.
c. Removal of Structures and Utilities. The removal of existing structures
and utilities required to permit the orderly progress of work will be
accomplished by someone other than the Contractor, e.g., the utility unless
otherwise shown on the plans. All existing foundations shall be excavated
by the Contractor for at least 2 feet below the top of sub grade or as
indicated on the plans, and the material disposed of as directed. All
foundations thus excavated shall be backfilled with suitable material and
compacted as specified herein.
d. Compaction Requirements. The top 12 inches shall be compacted to a
density of not less than 95 percent for cohesive and 100% for non-
cohesive soils of the maximum density as determined by ASTM 1557.
Material below 12 inches shall be compacted to a density of not less than
90 percent for cohesive and 95% for non-cohesive soils of the maximum
density as determined by ASTM 1557. The material in the layer shall be
within +/-2 percent of optimum moisture content before rolling to obtain
the prescribed compaction and shall be maintained at this moisture content
until the next layer is placed.
The in-place field density shall be determined in accordance with
ASTM D 1556 or ASTM D 2167. Stones or rock fragments larger than 4
inches in their greatest dimension will not be permitted in top 6 inches of
the sub grade.
For the purpose. of determining compaction control in excavation and
embankment areas, non-cohesive soils are defined as those with a
plasticity index (PI) of less than 6 when tested in accordance with
ASTM D 4318; cohesive soils are soils having a plasticity index of 6 or
more.
BORROW EXCAVATION Offsite borrow will not be required. . Material for
completing all embankments shall come from the onsite material generated from
the excavations shown.
TEMPORARY DRAINAGE EXCAVATION. Temporary drainage excavation
shall consist of excavating for drainage ditches such as intercepting, inlet or
outlet; for temporary levee construction; or for any other type of temporary
P-152-3
Compaction areas shall be kept separate, and no layer shall be covered by another until
the proper density is obtained.
During construction of the embankment, the Contractor shall route hislher equipment at
all times, both when loaded and when empty, over the layers as they are placed and shall
distribute the travel evenly over the entire width of the embankment. The equipment
shall be operated in such a manner that hardpan, cemented gravel, clay, or other chunky
soil material will be broken up into small particles and become incorporated with the
other material in the layer.
In the construction of embankments, layer placement shall begin in the deepest portion of
the fill; as placement progresses, layers shall be constructed approximately parallel to the
finished pavement grade line.
Frozen material shall not be placed in the embankment nor shall embankment be placed
upon frozen material.
All costs incidental to placing in layers, compacting, disking, watering, mixing, sloping,
and other necessary operations for construction of embankments will be included in the
contract price.
152-2.7
FINISHING AND PROTECTION OF SUBGRADE. After the sub grade has been
substantially completed, the full width shall be conditioned by removing any soft
or other unstable material which will not. compact properly. The resulting areas
and all other low areas, holes or depressions shall be brought to grade with
suitable select material. Scarifying, blading, rolling and other methods shall be
performed to provide a thoroughly compacted sub grade shaped to the lines and
grades shown on the plans.
Grading of the sub grade shall be performed so that it will drain readily. The Contractor
shall take all precautions necessary to protect the sub grade from damage. He/she shall
limit hauling over the finished sub grade to that which is essential for construction
purposes.
All ruts or rough places that develop in a completed sub grade shall be smoothed and
recompacted.
No subbase, base, or surface course shall be placed on the sub grade until the sub grade has
been approved by the Engineer.
a. Subsoil Proof Rolling. After removal of topsoil or other overburden, proof
roll the underlying surface with 4 coverages (two passes being
perpendicular to the other) of a minimum 25 ton pneumatic-tired vehicle.
A coverage is defined as the application of one tire print over the
designated area. Operate the roller in a systematic manner to provide the
P-152-5
152-2.11
152-3.1
152-3.2
DEWATERING.
a. Surface water and subsurface or ground water shall be prevented from
flowing into excavations and from flooding the project site and
surrounding area by methods approved by the Engineer. Submit
dewatering plans to the Engineer for approval.
b. Do not allow water to accumulate in excavations. Remove water to
prevent softening of foundation soils, undercutting of footings, and soil
changes detrimental to the stability of sub grades and foundations.
Maintain grades so that the surface is well drained. Provide and maintain
pumps, well points, sumps, suction and discharge lines, and other
dewatering system components necessary to convey water away from
excavations.
c. Convey water removed from excavations and drain to collecting or runoff
areas. Establish and maintain temporary drainage ditches, swales, and
other diversions to protect slopes and structures. Do not use trench
excavations as temporary drainage ditches.
MEASUREMENT
The quantity of Unclassified Excavation to be paid for shall be the nlimber of
cubic yards measured in its final position after removal of topsoil.
Measurement shall not include the quantity of materials placed without
authorization beyond normal slope lines, or the quantity of material used for
purposes other than those directed.
The quantity of Unclassified Excavation-Waste to be paid' for shall be the number
of cubic yards measured in its original position after removal of topsoil.
Measurement shall not include the quantity of materials excavated without
authorization beyond normal slope lines, or the quantity of material used. for
purposes other than those directed.
152-3.4
For payment specified by the cubic yard, measurement for all excavation and
embankments shall be computed by the Engineer using computer digital terrain
modeling software (Terramodel latest version). The volume of material that is
bounded by the original ground line, after removal of topsoil or pavement and
base course, established by field cross sections and the final pay line established
by final field cross sections, subject to verification by the Engineer.
Payment for embankment or excavation beyond the limits authorized will be
deducted from the appropriate quantity.
P-152-7
Rammer and 18-inch (457-mm) Drop
ASTM D 2167
Test for Density and Unit Weight of Soil In Place by the
Rubber Balloon Method.
END OF ITEM P-152
P-152-9
209-1.1
209-2.1
ITEM P-209
CRUSHED AGGREGATE BASE COURSE
DESCRIPTION
This item consists of a base course composed of crushed aggregates constructed on a
prepared surface in accordance with these specifications and in conformity to the
dimensions and typical cross sections shown on the plans.
MATERIALS
AGGREGATE. Aggregates shall consist of clean, sound, durable particles of
crushed stone or crushed gravel and shall be free from coatings of clay, silt, vegetable
matter, and other objectionable materials and shall contain no clay balls. Fine
aggregate passing the No.4 sieve shall consist of fines from the operation of crushing
the coarse aggregate. If necessary, fine aggregate may be added to produce the
correct gradation. The fine aggregate shall be produced by crushing stone or gravel
that meet the requirements for wear and soundness specified for coarse aggregate.
The crushed aggregate portion which is retained on the No.4 sieve shall contain not
more than 15 percent, by weight, of flat and/or elongated pieces exceeding a ratio of
5: 1 between maximum and minimum dimensions as tested in accordance with ASTM
D 4791, and shall have at least 90 percent by weight of particles with at least two
fractured faces and 100 percent with at least one fractured face. The area of each face
shall be equal to at least 75 percent of the smallest midsectional area ofthe piece.
When two fractured faces are contiguous, the angle between the planes of fractures
shall be at least 30 degrees to count as two fractured faces.
The percentage of wear shall not be greater than 45 percent when tested in
accordance with ASTM C 131. The sodium sulfate soundness loss shall not exceed
12 percent, after 5 cycles, when tested in accordance with ASTM C 88.
The fraction passing the No. 40 sieve shall have a liquid limit no greater than 25 and
a plasticity index of not more than 4 when tested in accordance with ASTM D 4318.
The fine aggregate shall have a minimum sand equivalent value of35 when tested in
accordance with ASTM D 2419.
A. Sampling and Testing. Aggregates for preliminary testing shall be furnished by the
Contractor prior to the start of production. Except as otherwise specified, all tests for
initial aggregate submittals necessary to determine compliance with the specification
requirements will be made by the Engineer at no expense to the Contractor.
Samples of aggregates shall be furnished by the Contractor at the start of production
P-209-1
209-3.1
209-3.2
209-3.3
209-3.4
209-3.5
CONSTRUCTION METHODS
PREPARING UNDERLYING SURFACE. The underlying surface shall be
checked and accepted by the Engineer before placing and spreading operations are
started. Any ruts or soft yielding places caused by improper drainage conditions,
hauling, or any other cause shall be corrected at the Contractor's expense before the
base course is placed thereon. Material shall not be placed on frozen surfaces.
A. Weather Limitations. Do not construct base course when atmospheric temperature is
below 35 degrees F or when rainfall or other weather conditions detrimentally affect
the quality of the finished course.
MIXING. The aggregate shall be uniformly blended during crushing operations or
mixed in a plant. The plant shall blend and mix the materials to meet the
specifications and to secure the proper moisture content for compaction. Delivery,
storage, placement; and rolling procedures shall not cause damage, segregation, or
contamination to the blended and mixed materials.
PLACING. The crushed aggregate base material shall be placed on the moistened
underlying surface in layers of uniform thickness with a mechanical spreader.
The maximum depth of a compacted layer shall be 8 inches. If the total depth of the
compacted material is more than 8 inches, it shall be constructed in two or more
layers. In multi-layer construction, the base course shall be placed in approximately
equal-depth layers.
The previously constructed layer shall be cleaned ofloose and foreign material prior
to placing the next layer. The surface ofthe compacted material shall be kept moist
until covered with the next layer.
COMPACTION. Immediately upon completion of the spreading operations, the
crushed aggregate shall be compacted full depth to not less than 95 percent maximum
density as determined by ASTM D 1557. The number, type, and weight of rollers
shall be sufficient to compact the material to the required density.
The moisture content of the material during placing operations shall not be below,
nor more than 1-112 percentage points above, the optimum moisture content as
determined by the ASTM method specified for determining maximum density.
ACCEPTANCE SAMPLING AND TESTING FOR DENSITY. Aggregate base
course shall be accepted for density on a lot basis. A lot will consist of one day's
production where it is not expected to exceed 2400 square yards. A lot will consist
of one-half day's production where a day's production is expected to consist of
between 2400 and 4800 square.
P-209-3
209-3.9
209-4.1
209-5.1
One test shall be made for each sublot.
Sampling locations will be determined by the Engineer on a random basis in
accordance with procedures contained in ASTM D 3665. Where the thickness is
deficient by more than 1/2 inch, the Contractor shall correct such areas at no
additional cost by excavating to the required depth and replacing with new material.
Additional test holes may be required to identify the limits of deficient areas.
MAINTENANCE. The base course shall be maintained in a condition that will
meet all specification requirements until the work is accepted. Equipment used in the
construction of an adjoining section may be routed over completed portions of the
base course, provided no damage results and provided that the equipment is routed
over the full width of the base course to avoid rutting or uneven compaction.
METHOD OF MEASUREMENT
The quantity of crushed aggregate base course to be paid for will be determined by
measurement of the number of cubic yards of material actually constructed and
accepted by the Engineer as complying with the plans and specifications. On
individual depth measurements, thicknesses more than 1/2 inch in excess of the
design thickness shall be considered as the specified thickness, plus 1/2 inch in
computing the number of cubic yards for payment. -
BASIS OF PAYMENT
Payment shall be made at the contract unit price per cubic yard for crushed aggregate
base course. This price shall be full compensation for furnishing all materials, for
preparing and placing these materials, and for all labor, equipment, tools, and
incidentals necessary to complete the item.
Payment will be made under:
Item P-209
Crushed Aggregate Base Course -- per cubic yard.
TESTING REQUIREMENTS
ASTM C 88
Soundness of Aggregates by Use of Sodium Sulfate or
Magnesium Sulfate
ASTM C 117
Materials Finer than 75 micron (No. 200) Sieve in Mineral
Aggregates by Washing
P-209-5
ITEM P-610
STRUCTURAL PORTLAND CEMENT CONCRETE
DESCRIPTION
610-1.1 This item shall consist of plain and reinforced structural portland cement concrete,
prepared and constructed in accordance with these specifications, at the locations and of the form,
dimensions, and requirements shown on the drawings.
MATERIALS
610-2.1 General. Only approved materials, conforming to the requirements of these specifications,
shall be used in the work. They may ,be subjected to inspection and tests at any time during the
progress of their preparation or use. The source of supply of each of the materials shall be approved
by the Engineer before delivery or use is started. Representative preliminary samples of the
materials shall be submitted by the Contractor, when required, for examination and test. Materials
shall be stored and handled to insure the preservation of their quality and fitness for use and shall be
located to facilitate prompt inspection. All equipment for handling and transporting materials and
concrete must be clean before any material or concrete is placed therein.
In no case shall the use of pit-run or unprocessed naturally mixed aggregates be permitted.
Naturally mixed aggregate shall be screened and washed, and all fine and coarse aggregate shall be
stored separately and kept clean. The mixing of different kinds of aggregates from different sources
in one storage pile or alternating batches of different aggregates will not be permitted.
610-2.2 Coarse Aggregate. The coarse aggregate for concrete shall meet the requirements of
ASTM C 33, Size No. 57,67, or 467, except the nominal maximum size shall not exceed 1/5 of the
narrowest dimension between sides of forms, or 3/4 of the minimum clear spacing between
individual reinforcing bars.
610-2.3 Fine Aggregate. The fine aggregate for concrete shall meet the requirements of ASTM C
33.
610-2.4 Cement. Cement shall conform to the requirements of ASTM C 150, Type lor ll.
The Contractor shall furnish vendor's certified test reports for each carload, or equivalent, of cement
shipped to the project. The report shall be delivered to the Engineer before permission to use the
cement is granted. All such test reports shall be subject to verification by testing sample materials
received for use on the project.
610-2.5 Water. The water used in concrete shall be free from sewage, oil, acid, strong alkalies,
vegetable matter, and clay and loam. If the water is of questionable quality, it shall be tested in
accordance with AASHTO T 26.
P-6l0-1
produce satisfactory work; all work shall be subject to the inspection and approval of the Engineer.
610-3.2 Concrete Composition. Except where shown otherwise on the drawings, the concrete
shall develop a compressive strength of 4000 psi in 28 days as determined by test cylinders made in
accordance with ASTM C 31 and tested in accordance with ASTM C 39. The concrete shall
contain 5 percent of entrained air, plus or minus 1 percent, as determined by ASTM C 231 and shall
have a slump of3 inches, plus or minus 1 inch, as determined by ASTM C 143.
610-3.3 Acceptance Sampling And Testing. Concrete for each structure will be accepted on the
basis of the compressive strength specified in paragraph 3.2. The concrete shall be sampled in
accordance with ASTM C 172. Compressive strength specimens shall be made in accordance with
ASTM C 31 and tested in accordance with ASTM C 39.
The Contractor shall make, cure and store the test specimens as specified and under such conditions
as directed.
610-3.4 Proportioning And Measuring Devices. When package cement is used, the quantity for
each batch shall be equal to one or more whole sacks of cement. The aggregates shall be measured
separately by weight. If aggregates are delivered to the mixer in batch trucks, the exact amount for
each mixer charge shall be contained in each batch compartment. Weighing boxes or hoppers shall
be approved by the Engineer and shall provide means of regulating the flow of aggregates into the
batch box so that the required and exact weight of aggregates can be readily obtained.
610-3.5 Consistency. The consistency ofthe concrete shall be checked by the slump test specified
in ASTM C 143. Samples for slump determination shall be taken from the concrete during placing
in the forms.
610-3.6 Mixing. Concrete may be mixed at the construction site, at a central point, or wholly or in
part in truck mixers. The concrete shall be mixed and delivered in accordance with the
requirements of ASTM C 94.
610-3.7 Mixing Conditions. The concrete.shall be mixed only in quantities required for immediate
use. Concrete shall not be mixed while the air temperature is below 40'1' without permission of the
Engineer. If permission is granted for mixing under such conditions, aggregates or water, or both,
shall be heated and the concrete shall be placed at a temperature not less than 50'1' nor more than
100'1'. The Contractor shall be held responsible for any defective work, resulting from freezing or
injury in any manner during placing and curing, and shall replace such work at hislher expense.
Retempering of concrete by adding water or any other material shall not be permitted.
The delivery of concrete to the job shall be in such a manner that batches of concrete will be
deposited at uninterrupted intervals.
610-3.8 Forms. Concrete shall not be placed until all the forms and reinforcements have been
inspected and approved by the Engineer. Forms shall be of suitable material and shall be of the
type, size, shape, quality, and strength to build the structure as designed on the drawings. The
forms shall be true to line and grade and shall be mortar-tight and sufficiently rigid to prevent
P-610-3
reinforcing bars or other devices as may be prescribed. The work shall be arranged so that a section
begun on any day shall be finished during daylight of the same day. Before depositing new
concrete on or against concrete which has hardened, the surface of the hardened concrete shall be
cleaned by a heavy steel broom, roughened slightly, wetted, and covered with a neat coating of
cement paste or grout.
610-3.13 Expansion Joints. Expansion joints shall be constructed at such points and of such
dimensions as may be indicated on the drawings. The premo1ded filler shall be cut to the same
shape as that of the surfaces being joined. The filler shall be fixed firmly against the surface of the
concrete already in place in such manner that it will not be displaced when concrete is deposited
against it.
610-3.14 Defective Work. Any defective work disclosed after the forms have been removed shall
be immediately removed and replaced. If any dimensions are deficient, or if the surface of the
concrete is bulged, uneven, or shows honeycomb, which in the opinion of the Engineer cannot be
repaired satisfactorily, the entire section shall be removed and replaced at the expense of the
Contractor.
610-3.15 Surface Finish. All exposed concrete surfaces shall be true, smooth, and free from open
or rough spaces, depressions, or projections. The concrete in horizontal plane surfaces shall be
brought flush with the finished top surface at the proper elevation and shall be struck-off with a
straightedge and floated. Mortar finishing shall not be permitted, nor shall dry cement or sand-
cement mortar be spread over the concrete during the finishing of horizontal plane surfaces.
When directed, the surface finish of exposed concrete shall be a rubbed finish. If forms can be
removed while the concrete is still green, the surface shall be pointed and wetted and then rubbed
with a wooden float until all irregularities are removed. If the concrete has hardened before being
rubbed, a carborundum stone shall be used to finish the surface. When approved, the finishing can
be done with a rubbing machine.
610-3.16 Curing And Protection. All concrete shall be properly cured and protected by the
Contractor. The work shall be protected from the elements, flowing water, and defacement of any
nature during the building operations. The concrete shall be cured as soon as it has sufficiently
hardened by covering with an approved material. Water-absorptive coverings shall be thoroughly
saturated when placed and kept saturated for a period of at least 3 days. All curing sheets or mats
shall be sufficiently weighted or tied down to, keep the concrete surface covered and to prevent the
surface from being exposed to currents of air. Where wooden forms are used, they shall be kept.
wet at all times until removed to prevent the opening of joints and drying out of the concrete.
Traffic shall not be allowed on concrete surfaces for 7 days after the concrete has been placed or ..
until 3,000 psi has been developed.
610- 3.17 Drains Or Ducts. Pipes, conduits, and ducts that are to be encased in concrete shall be
installed by the Contractor before the concrete is placed. The pipe shall be held rigidly so that it
will not be displaced or moved during the placing ofthe concrete.
610- 3.18 Cold Weather Protection. Except when authorized by the Engineer, concrete shall not be
P-610-5
ASTM C 94
ASTM C 150
ASTM C 171
ASTM C 260
ASTM C 309
ASTM C 494
ASTM C 618
ASTMD 1751
ASTMD 1752
ASTM D 3405
END OF ITEM P-610
Ready-Mixed Concrete
Portland Cement
Sheet Materials for Curing Concrete
Air-Entraining Admixtures for Concrete
Liquid Membrane-Forming Compounds for Curing Concrete
Chemical Admixtures for Concrete
Fly Ash and Raw or Calcined Natural Pozzo1an for Use as a Mineral
Admixture in Portland Cement Concrete
Preformed Expansion Joint Filler for Concrete Paving and Structural
Construction
Preformed Sponge Rubber and Cork Expansion Joint Fillers for
Concrete Paving and Structural Construction
Joint Sealants, Hot-Poured, for Concrete and Asphalt Pavements
P-610-7
701-1.1
701-2.1
701-2.2
701-3.1
701-3.2
ITEM D-701
PIPE FOR STORM DRAINS AND CULVERTS
DESCRIPTION
This item shall consist of the construction of pipe culverts and storm drains in
accordance with these specifications and in reasonably close conformity with the
lines and grades shown on the plans.
MATERIALS
Materials shall meet the requirements shown on the plans and specified below.
Pipe.
a) Reinforced Concrete Pipe (RCP): Shall meet the requirements of
ASTM C 76, Class III reinforcement, with O-ring gasket joint conforming to
ASTM C443.
CONSTRUCTION METHODS
Equipment. All equipment necessary and required for the proper construction of
storm sewers and culverts shall be on the project, in first class working condition and
approved by the Engineer before construction is permitted to start.
The Contractor shall provide appropriate hoisting equipment to handle the pipe while
unloading and placing it in its final position without damage to the pipe.
The Contractor shall provide hand tampers and pneumatic tampers to obtain the
required compaction of the pipe bed and the backfill, as specified.
Excavation.
(a)
Common - The Contractor shall do all common excavation to the depth shown on the
plans. Common excavation shall consist of all excavation, including rock, required
to install piping as specified herein.
(b)
General- Excavated material not required or acceptable for backfill shall be disposed
of by the Contractor as directed by the Engineer. Common excavation shall not be
carried below the required depth; but when it is, the trench shall be backfilled at the
Contractor's expense with material approved by the Engineer and compacted to the
density of the surrounding earth material as determined by Item P-152.
D-701-1
701-3.5
701-3.6
The pipe and shall be firmly and accurately set to line and grade so that the invert will
be smooth and uniform. The pipe shall be protected from water during installation.
When bell and spigot pipes are used, spaces for the pipe bells shall be dug into the
pipe sub grade to accommodate the bells. These spaces shall be deep enough to
ensure that the bells do not bear the load of the pipe; they shall not be excessively
wide in relation to the longitudinal direction of the trench. When the pipes are laid,
the barrel of each section of pipe shall be in contact with the quadrant-shaped
bedding throughout its full length, exclusive ofthe bell, to support the entire load of
the pipe.
Pipe shall not be laid on frozen ground.
Pipe which is not true in alignment, or which shows any settlement after laying, shall .
be taken up and re-Iaid without extra compensation.
The Contractor shall provide, as may be necessary, for the temporary diversion of
stream flow in order to permit the installation ofthe pipe under dry conditions.
Joining Pipe. Joints shall be made with rubber gaskets for RCP and Sealing Bands
for Elliptical Pipe as specified in Section 701-2.2. The method of joining pipe
sections shall be such that the ends are fully extended and the inner surfaces are
reasonably flush and even. Under no circumstances shall pipe be installed where the
joints will leak. The pipe will be removed and reset properly at the sole cost to the
Contractor should leaking joints occur.
Backfilling. All trenches and excavations shall be backfilled within a reasonable
time after the pipes are installed, unless other protection of the pipe is directed. The
backfill material shall be selected granular material from excavation or borrow;
material which is placed at the sides of the pipe and 1 foot over the top shall be
material which can be readily compacted. It shall not contain stone retained on a 3-
inch sieve, frozen lumps, chunks of highly plastic clay, or any other material which is
obj ectionable to the Engineer. The material shall be moistened or dried, if necessary,
to be compacted by the method in use. Backfill material shall be approved by the
Engineer.
The backfill shall be placed in loose layers not to exceed 6 inches in depth along each
side ofthe pipe. Special care shall be taken to secure thorough compaction under the
haunches and at the sides of the pipe. This backfill shall be brought up evenly on
each side of the structure to.an elevation as shown on the drawings, or such greater
elevation as directed by the Engineer. Backfilling shall be done in a manner to avoid
injurious top or side pressures on the pipe.
In embankments and for other areas outside of pavements, the fill shall be compacted
at each side ofthe pipe for a lateral distance equal to twice the outside diameter or 12
D-701-3
undercut excavation, removal of excess excavation, fabric wrap, and backfill shall be
included in the footage as typical pipe sections in the pipeline being measured.
BASIS OF PAYMENT
701-5.1
Payment will be made at the contract unit price per linear foot for each size and type
of pipe designated. This price shall be full compensation for furnishing all materials
and for all preparation, excavation, and installation of these materials, and for all
labor, equipment, tools, and incidentals necessary to complete the item. Bedding,
removal of excess excavation, and backfill quantities and sealing bands are incidental
to and shall be included in the cost per linear foot of pipe.
Payment will be made under:
Item
D - 701A
24" Class III RCP - Per Linear Foot
Item
D - 701B
60" Class III RCP - Per Linear Foot
TESTING AND MATERIAL REQUIREMENTS
Test Material and Short Title
ASTM C 76 -
Reinforced Concrete Pipe
ASTM C 443 -
Rubber Gasket for RCP
ASTM C 507 -
Reinforced Concrete Elliptical Culvert
ASTM C 877 -
External Sealing Bands for Non-Circular Concrete Sewer
END OF ITEM D-701
D-701-5
751-1.1
751-2.1
751-2.2
751-2.3
751-2.4
ITEMD-751
DRAJNAGESTRUCTURES
DESCRIPTION
This item shall consist of construction of catch basins, in accordance with these
specifications, at the specified locations and conforming to the .lines, grades, and
dimensions shown on the plans or required by the Engineer.
MATERIALS
BRICK. The brick shall conform to the requirements of ASTM C 32, Grade SM.
MORTAR. Mortar shall consist of one part portland cement and two parts sand by
volume. The portland cement shall conform to the requirements of ASTM C 150,
Type 1. The sand shall conform to the requirements of ASTM C 144. Hydrated
lime conforming to ASTM C 207 may be added to the sand:"cement mix in an
amount not to exceed 15% of the weight of cement.
CONCRETE. Plain and reinforced concrete used in structures, aprons, connections
of pipes with structures, support of structures or frames, and elsewhere as indicated
shall conform to the requirements ofItem P-61 O.
FRAMES, COVERS, AND GRATES. The castings shall conform to one of the
following requirements.
A. Gray iron castings shall meet the requirements of ASTM A 48, Class 30B or 35B.
B. Malleable iron castings shall meet the requirements of ASTM A 47.
C. Steel castings shall meet the requirements of ASTM A 27, Grade 60-30.
D. Structural steel for grates and frames shall conform to the requirements of ASTM A
283, Grade D.
E. Ductile iron castings shall meet the requirements of ASTM A 536, Grade 65-45-12.
All castings and structural steel units shall conform to the dimensions shown on the
plans and shall be designed to support the loadings specified.
Each frame and cover or grate unit shall be provided with fastening members to
prevent it from being dislodged by traffic but which will allow easy removal for
access to the structure.
D-751-1
751-3.2
751-3.3
751-3.4
751-3.5
751-3.6
effect; and concrete or reinforcing steel shall be placed after the Engineer has
approved the depth of the excavation and the character of the foundation material.
CONCRETE STRUCTURES. Concrete structures shall be built on prepared
foundations, conforming to the dimensions and form indicated on the plans. The
construction shall conform to the requirements specified in Item P-610. Any
reinforcement required shall be placed as indicated on the plans and shall be
approved by the Engineer before the concrete is placed. Structures shall be
constructed to meet AASHTO H-20 loading requirements.
All invert channels shall be constructed and shaped accurately so as to be smooth,
uniform, and cause minimum resistance to flowing water. The interior bottom shall
be sloped downward toward the outlet.
PRECAST CONCRETE STRUCTURES. Precast concrete structures shall be
constructed on prepared or previously placed slab foundations and shall conform to.
the dimensions and locations shown on the plans. All precast concrete sections
necessary to build a completed structure shall be furnished. The different sections
shall fit together readily, and all jointing and connection shall be cemented with
mortar or provided with approved gaskets.
The top of the upper precast concrete member shall be suitably formed and
dimensioned to receive the metal frame and cover or grate, or other cap, as required.
Provision shall be made for resilient connections for lateral pipe, including drops
and leads that may be installed in the structure. The flow lines shall be smooth,
uniform, and cause minimum resistance to flow. Structures shall be constructed to
meet AASHTO H-20 loading requirements.
CONCRETE APRONS. Cast in place concrete aprons shall be constructed about
drop inlets in non-paved areas as indicated on the drawings. Cost of aprons shall be
included in the unit price bid for drop inlets.
INLET AND OUTLET PIPES. Inlet and outlet pipes shall extend through the
walls of the structures for a sufficient distance beyond the outside surface to allow
for connections but shall be cut off flush with the wall on the inside surface, unless
otherwise directed. Mortar or resilient material shall be placed around these pipes
so as to form a tight, neat connection to the structure.
PLACEMENT AND' TREATMENT OF CASTINGS, FRAMES, AND
FITTINGS. All castings, frames and fittings shall be placed in the positions
indicated on the drawings or as directed by the Engineer, and shall be set true to line
and to correct elevation. Frames or fittings shall be set in concrete or cement
mortar. All anchors and bolts shall be in place and position before the concrete or
mortar is placed. The unit shall not be disturbed until the mortar or concrete has set.
After the frames or fittings have been set in final position and the concrete or mortar
D-751-3
METHOD OF MEASUREMENT
751-4.1
Catch basins shall be measured by the unit.
BASIS OF PAYMENT
751-5.1
The accepted quantities of catch basins will be paid for at the contract unit price per
each, complete and in place. This price shall be full compensation for furnishing all
materials and for all preparation, excavation, backfilling and placing of the
materials; disposal of excess excavation material; furnishing and installation of such
sp~cials and connections to pipes and other structures as may be required to
complete the item as shown on the plans; and for all labor equipment, tools and
incidentals necessary to complete the structure. No measurement or allowances will
be made for steps, steel, forms, false work, cofferdams, pumping, bracing, joints, or
finishing work.
Payment will be made under:
Item D-751 Modified Type 12 Catch Basin -- per each
MATERIAL REQUIREMENT
ASTM A 27
Steel Castings, Carbon, for General Application
ASTMA47
ASTM A 48
Ferritic Malleable Iron Castings
Gray Iron Castings
ASTM A 123
Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products
ASTM A 283
Low and Intermediate Tensile Strength Carbon Steel Plates
ASTM A 536
Ductile Iron Castings
ASTM A 897
Austempered Ductile Iron Castings
ASTM C 32
Sewer and Manhole Brick
ASTM C 33
Concrete Aggregates
ASTM C 144
Aggregate for Masonry Mortar
ASTM C 150
ASTM C 207
Portland Cement
Hydrated Lime for Masonry Purposes
D-75l-5
753-1.1
753-2.1
Sieve Size
ITEM D-753
RIP RAP
DESCRIPTION
This item shall consist.ofthe construction of rip rap aprons, check dams, and other
erosion control devices in accordance with these specifications, and conforming
with the lines, grades, dimensions and locations shown on the drawings, or required
by the Engineer.
MATERIALS
WASHED STONE. Washed stone shall consist of quarry stone which is sound,
tough, dense, resistant to the action of air and water, and suitable in all other
respects for the purpose intended. The stone shall meet the following gradation
requirements: .
PERCENT OF TOTAL PASSING, BY WEIGHT
11/2"
Percent Passing
753-2.2
753-2.3
753-2.4
100
1"
1/2"
No.4
No.8
No. 200
95-
100
25-
60
0-10
0-5
0-1
RIP RAP GENERAL. Stone for rip rap shall consist of field stone or rough unhewn
quarry stone. The stone shall be sound, tough, dense, resistant to the action of air
and water, and suitable in all other respects for the purpose intended.
CLASS ill RIP RAP. The stone shall comply with the latest version of Section 805
of the Georgia Department of Transportation Standard Specifications.
FILTER FABRIC MATERIAL. The filter fabric shall be composed of strong rot-
proof synthetic fibers formed into a woven or non-woven fabric, free of any
treatment or co~ting which might significantly alter its physical properties after
installation. The fabric shall contain stabilizers and/or inhibitors to make the
filaments resistant to deterioration resulting from sunlight or heat. The fabric shall
be a pervious sheet of fibers oriented into a stable network so that the fibers retain
their relative position with respect to each other. The. edges of the fabric shall be
finished to prevent the outer fiber from pulling away from the fabric. The fabric
shall be free of defects or flaws which significantly affect its physical or filtering
properties. Sheets of fabric may be sewn or bonded together. Except as otherwise
specified, no deviation from any physical requirements will be permitted due to the
presence of the seam.
D-753-l
753-3.3
753-3.4
753-4.1
753-4.2
753-5.1
At the time of installation, the fabric shall be rejected if it has defects, rips, holes,
flaws, deterioration, or damage incurred during manufacture, transportation, or
storage.
The filter fabric shall be laid smooth and free from tension, stress, folds, wrinkles, or
creases. Horizontal overlaps shall be a minimum of 12 inches with the upper fabric
overlapping the lower fabric. Vertical overlaps shall be a minimum of 18 inches
with the upstream fabric overlapping the downstream fabric. In the event that the
fabric is displaced or damaged during rip rap placement, the rip rap shall be
removed and the fabric repositioned or replaced prior to the replacement of the rip
rap, all at no additional cost to the Owner.
The fabric shall be covered with rip rap within 2 days after placement of the fabric,
or the fabric shall be replaced with new fabric. Filter fabric shall be protected from
damage due to the placement of rip rap or other materials by limiting the height of
drop of the material or by placing a cushioning layer of sand on top of the fabric
before dumping the material.
PLACING R1P RAP. The Contractor shall place the stone by mechanical methods,
augmented by hand placing, provided that when the rip rap is completed it forms a
properly graded, dense, neat layer of stone without damage to any underlying fabric.
The stone shall be graded so that the smaller stones are uniformly distributed
throughout the mass. The surface of the completed rip rap shall be reasonably
uniform and free from excessive humps and depressions.
RIP RAP REMOVAL: After stabilization of disturbed areas is complete, the
Engineer may direct the Contactor to remove rip rap erosion control devices. All rip
rap removed shall be taken offsite and all areas disturbed by the rip rap removal
operations shall be graded smooth and grassed in accordance with Item T -901. Rip
. Rap shall only be removed when directed by the Engineer.
METHOD OF MEASUREMENT
Class ill Rip Rap for slope protection; temporary check dams and. elsewhere as
required by the Engineer shall be measured by the ton in place, complete, and
accepted. No measurement for payment shall be made for furnishing or installing
filter fabric or washed stone as these items are considered incidental to the
placement of riprap.
Removal of temporary Rip Rap shall not be measured and shall be considered
incidental to the unit price for installation.
BASIS OF PAYMENT
Payment for riprap shall be made at the contract unit price per ton complete and
D-753-3
891-1.1
891-2.1
891-2.2
891-2.3
891-3.1
891-3.2
ITEM E-891
INLET PROTECTION
DESCRIPTION
The work covered by this section consists of furnishing, placing, maintaining, and
removing temporary inlet protection at the locations and dimensions shown on the
drawings or as directed by the Engineer.
MATERIALS
FILTER STONE. Clean washed stone or gravel, ASTM C 33, size no. 5, with 100
percent passing a 1 1/2-inch sieve and not more than 10 percent passing a 112-inch
SIeve.
BLOCKS. Nominal size 8 x 8 x 16 concrete block.
WIRE SCREEN. Hardware cloth or wire mesh with 112-inch openings.
CONSTRUCTION METHODS
CONSTRUCTION.
A. Lay one block on each side of the structure on its side in the bottom row to allow
pool drainage. The foundation shall be excavated at least 2 inches below the crest
of the inlet, or paved apron if present. Place the bottom row of blocks against the
edge of the inlet or paved apron for lateral support and to avoid washouts when
overflow occurs. If needed, give lateral support to subsequent rows by placing 2 x 4
wood studs through block openings.
B. Carefully fit hardware cloth or wire mesh over all block openings to hold filter stone
in place.
C. Place filter stone 2 inches below the top of the block on a 2: 1 slope or flatter and
smooth it to an even grade.
MAINTENANCE. Inspect protection device after each rainfall. Repair or replace
damaged areas as required. Replace sediment choked filter stone with clean filter
stone. Remove sediment deposits when deposition accumulates to 1/2 of height of
protection device.
E-89I-1
ITEM E-893
TEMPORARY SILT FENCE
DESCRIPTION
. 893-1.1 This item shall consist of furnishing, installing, maintaining, and removing a
geotextile barrier-fence designed to remove suspended particles from water passing through it.
893-1.2 The quantities of temporary silt fence shown on the drawings may be increased or
decreased at the direction of the Engineer based on weather, construction procedures, and actual site
conditions that occur during construction. Such variations in quantity will not be considered as
alterations in the details of construction or a change in the character of the work.
893-1.3 Except as otherwise directed by the Engineer, installation of temporary silt fences
shall be completed prior to any excavation or grading operations.
MATERIALS
893-2.1 GEOTEXTILE. Fabric shall consist of rot-proof synthetic fibers formed into a
woven or non-woven fabric meeting the requirements shown in Table 1. The geotextile shall be
free of any treatment or coating which might adversely alter its physical properties after installation.
Geotextile rolls shall be furnished with suitable wrapping for protection against moisture and
extended ultraviolet exposure prior to placement. Each roll shall be labeled or tagged to provide
product identification sufficient for inventory and quality control purposes. Rolls shall be stored in
a manner, which protects them from the elements.
TABLEt
PHYSICAL REQillREMENTS FOR GEOTEXTILE
PROPERTY
TEST METHOD
REQillREMENT
Tensile Strength
ASTM D 4632
90 lbs. minimum
Elongation
ASTM D 4632
50% maximum
Apparent Opening
Size (U.S.
Standard Sieve)
ASTM D 4751
No. 20 maximum
No. 50 minimum
Ultraviolet
Degradation at
500 Hours
ASTM D 4355
Minimum
70% Strength
Retained
E-893-1
893-3.6 REMOV AL. The silt fence s~all remain in place until the Engineer directs that it be
removed. Upon removal, the Contractor Ishall remove and dispose of any excess sediment
accumulations, dress the area to give a pleasing appearance, and vegetate all bare areas in
accordance with the contract requirements. I The fence materials will remain the property of the
Contractor and may be used at other locations provided the materials meet the requirements in
Table 1.
METHOD OF MEASUREMENT
I
I
893-4.1 The quantity of temporary silt fence to be paid for will be the actual number of
linear feet of silt fence, measured in place from end post to end post of each separate installation,
which has been completed and accepted by the Engineer.
BASIS OF PAYMENT
893-5.1 No separate payment will be made for removal and disposal of sediment
accumulations. The cost of this work shall be considered incidental to and included in the cost of
~~~~ I .
893-5.2 Payment for accepted temporl ary silt fence shall be made at the contract unit price
per linear foot.
The above price shall be full compensation for all work covered by this item, including but not
limited to furnishing all fence posts, fende fabric, filter fabric, hardware, and other material;
installing and maintaining the silt fence; rerhoval and disposal of sediment accumulations from the
silt fence; removal of the silt fence; and dies sing the disturbed areas after the silt fence has been
removed. I
Payment will be made under:
Item E-893 TemJorary Silt Fence--per linear foot
I
TESTING AND MATERIAL REQUIREMENTS
ASTM D 4355
Deterioration of Geotextiles from Exposure to Ultraviolet Light and
Water
ASTM D 4632
Breaking Load and Elongation of Geotextiles (Grab Method)
ASTMD4751
Determining Apparent Opening Size of a Geotextile
END OF ITEM E-893
E-893-3
ITEM E-895
EROSION CONTROL MATTING
DESCRIPTION
895-1.1 The work covered by this section consists of furnishing, placing, and securing either
temporary jute matting, excelsior matting, paper matting, or other approved temporary matting on
previously shaped and seeded drainage channels, slopes, or other areas at locations shown on the
plans or as directed by the Engineer.
The quantity of matting to be placed will be affected by the actual conditions which occur during
the construction of the project. The quantity of matting may be increased, decreased, or eliminated
entirely at the direction of the Engineer. Such variations in quantity will not be considered as
alterations in the details of construction or a change in the character of the work.
MATERIALS
895-2.1
TEMPORARY MATTING MATERIAL:
A. General: Matting shall be jute matting, excelsior matting, or paper matting. Other
acceptable material manufactured especially for erosion control may be used when approved by the
Engineer in writing before being used. Erosion control matting shall not be dyed, bleached, or
otherwise treated in a manner that will result in toxicity to vegetation.
B. Jute Matting: Jute matting shall be of a uniform open plain weave of single jute yam, 48
inches in width plus or minus 1 inch. The yam shall be of a loosely twisted construction and shall
not vary in thickness by more than one-half its normal diameter. There shall be 58 warp ends, plus
or minus 2, per linear yard, 41 weft ends per linear yard; and the weight shall average 0.9 pounds
per square yard ofthe matting with an allowable deficiency of not more than 5 percent.
C. Excelsior matting: Excelsior matting shall consist of a machine produced mat of curled
wood excelsior at least 47 inches in width. The mat shall weigh 0.975 pounds per square yard with
a tolerance of plus or minus 10 percent. At.least 80 percent of the individual excelsior fibers shall
be evenly distributed over the entire area of the blanket. One side of the excelsior matting shall be
covered with a woven fabric of twisted paper cord or cotton cord, or with an extruded plastic mesh.
The mesh size for either the fabric or plastic mesh shall be a minimum of 1 inch x 1 inch and a
maximum of 1 1/2 inches x 3 iIiches.
D. Paper Matting: Paper matting shall consist of a knitted polypropylene yarn with
uniform openings through which biodegradable paper strips have been continuously interwoven.
The openings shall be no greater than 3/4 inch in their greatest dimension and 1/2 inch in their least
dimension. The interwoven yam and paper shall form a flexible mat which will stretch in any
E-895-1
be measured or paid for and shall be considered incidental to and included in the square yard
bid price for the temporary erosion control matting.
BASIS OF PAYMENT
895-5.1 The quantity of temporary erosion control matting, measured as provided above will
be paid for at the contract unit price per square yard.
The above price and payment will be full compensation for all work covered by this section, .
including but not limited to furnishing all matting, staples, and other materials; and placing and
securing the matting. Seeding shall be paid for under Item T-901. Topsoiling shall be paid for
under Item T-905.
Payment will be made under:
Item E-895 Temporary Erosion Control Matting -- per Square Yard
END OF ITEM E-895
I.
I
1
I
I
E-895-3
ITEM T -901
GRASSING AND MULCHING
GENERAL
901-1.1 Description: Work described in this section includes permanent grassing by either seeding
and hydro seeding of grass over areas indicated in the drawings and in areas disturbed within the
Contractor's staging area, haul routes, and all other areas outside the limits of construction.
901-1.2 Definitions: Satisfactory stand of grass: Full cover over designated areas, with living
grass (green in color), free of weeds, and without bare spots.
901-1.3 Submittals: Certificates: Submit certificates for all seed. Indicate grass species, weed
content, and percent germination.
901-1.4 Quality Assurance:
......,
i
I
A. These specifications are to be used as a guide to enable the Contractor to develop a
satisfactory stand of grass. The Contractor shall visit the site and acquaint himself as to the
nature and condition of the soil and the extent of the work required prior to bidding. The
Contractor shall have the soil tested to determine the actual rates and/or types of lime,
fertilizer, seed arid mulch required. Prior to construction, the contractor shall submit a
seeding plan to the Engineer for his review. In addition to the above, it shall also include
his methods of maintenance, watering, reseeding, fertilizing, mowing and recommendations
for future maintenance by the Owner.
B. Seed shall be furnished separately or in mixtures in standard containers with the
seed name, lot number, net weight, percentages of purity and of germination and hard seed,
and percentage of maximum weed seed content clearly marked for each kind of seed. The
Contractor shall furnish the Engineer duplicate signed copies of a statement by the vendor
certifYing that each lot of seed has been tested by a recognized laboratory for seed testing
within 6 months of date of delivery. This statement shall include: name and address of
laboratory, date of test, lot number of each kind of seed, and the results of tests as to name,
percentages of purity and of germination, and percentage of weed content fof each kind of
seed furnished, and, in case of a mixture, the proportions of each kind of seed.
. MATERIALS
901-2.1 Fertilizer
1. Regular type: Nitrogen content derived from organic or inorganic sources; bearing
manufacturer's statement of analysis. Minimum requirements: 12% nitrogen, 8% phosphoric acid,
.8% potash.
T-901-l
4. pH: 4.8 (+ 0.5%).
5. Water holding capacity: 1050 grams water/1 00 grams fiber, minimum.
901-2.5 Dry Mulch: Clean, seed free stray of hay, wheat, rye, oats, barley, straw or manure.
901-2.6 Asphalt Spray Mulch: Meeting ASTM D 977-79a, Grade SS-l with 57%-59% residual
asphalt, mixed with equal parts of water.
901-2.7 Staking Pegs: Staking pegs: 3/4" diameter by 8" long softwood.
901-2.8 Water: Clean, potable.
CONSTRUCTION METHODS
901-3.1
Preparation:
A. Place topsoil as specified in Section T -905 on area to be grassed.
B. Check soil pH. Add lime as required to achieve a soil pH of at least 5.5 but at a
minimum of 1.5 tons/acre. Apply lime and mix into soil during seedbed preparation.
Apply fertilizerto seedbed at rate of 1000 lbs. per acre or equivalent of 10-10-10 fertilizer.
C. Rake areas to be grassed, filling depressions and removing stones over 2" in size, sticks
and rubbish.
D. After preparation of soil, level areas to be seeded and bring to finish grade. Hand rake
smooth, allowing for settlement.
901-3.2
Seeding:
A. Uniformly distribute the first half of the seed mixture over the designated areas using a
seed drill and then uniformly distribute the last half of the seed mixture over the designated
areas by means of a mechanical spreader. Seed mixture shall be sown at the rate shown in
the SEEDING SCHEDULE, immediately after fertilization.
B. Sow half of seed with spreader moving in one direction; the remainder with spreader
moving at right angle to first sowing. '
C. Cover seed lightly with minimum of 1/4" of soil by hand raking.
D. Firm seeded area by rolling with a light roller (40-65 lbs. per foot of width for clay soil,
and 150-200 lbs. per foot of width for sandy or light soils).
E. Mulch seeded areas having slopes of four to one or greater with dry mulch or
hydromulch. Use asphalt spray mulch or hydromulch within safety areas of airfield
T-901-3
F. The Contractor shall establish a good stand of grass of uniform green color and density
to the satisfaction of the Engineer. If at the time when the contract has been otherwise
completed, it is not possible to make an adequate determination of the color, density, and
uniformity of such stand of grass, payment for the unaccepted portions of the areas seeded
out of season will be withheld until such time as these requirements have been met. In lieu
of retaining the value of grassing not acceptable to the Engineer, the Contractor may submit
a bond to the Owner (providing the Owner agrees to this option) for the amount of grassing
that has not achieved a good stand of grass of uniform green color and density and receive
payment for the unacceptable grassing.
METHOD OF MEASUREMENT
901-4.1. The quantity of grassing and mulching areas shall be the number of acres, measured on
the ground surface, completed and accepted.
All areas within the Contractor's staging area, haul routes and all other areas outside the
limits of construction to be grassed shall not be measured for payment. Grassing of these
areas shall be considered incidental to and included in the lump sum price bid for Item 01000 .
- "Mobilization". .
BASIS OF PAYMENT
901-5.1. The quantity for grassing and mulching areas determined as provided above, will
be paid for at the contact unit price per acre, or fraction thereof, for the pay item listed below,
which price and payment shall be full compensation for furnishing and placing all material,
including mulching, watering and maintenance of seeded areas as directed by the Engineer, and
for all labor, equipment, tools, and incidentals necessary to complete the work prescribed in this
item.
Watering or mowing will not be measured or paid for as a separate item. It shall be incidental cost
to Grassing as stated above.
Payment will be made under:
Item T-901 Grassing and Mulching -- per Acre
END ITEM T -901
T-901-5
ITEM T-905 TOPSOILING
DESCRIPTION
905-1.1 This item shall consist of preparing the ground surface for topsoil application, removing
topsoil from onsite areas to be stripped and graded or from approved sources off airport property,
stockpiling when required, and placing and spreading the topsoil on prepared areas in accordance
with this specification at the locations shown on the plans or as directed by the Engineer.
MATERIALS
905-2.1 TOPSOIL. Topsoil shall be the surface layer of soil with no admixture of refuse or any
material toxic to plant growth, and it shall be reasonably free from subsoil, stumps, roots, brush,
stones (one inch or more in diameter), clay lumps, or similar objects. Brush and other vegetation
which will not be incorporated with the soil during handling operations shall be cut and removed.
Ordinary sods and herbaceous growth such as grass and weeds are not to be removed but shall be
thoroughly broken up and intermixed with the soil during handling operations. The topsoil or soil
mixture, unless otherwise specified or approved, shall have the following composition.
905-2.2 COMPOSITION. Onsite and offsite topsoil as needed shall contain at least 3% and not
more than 20% organic matter as determined by the Organic Carbon, 6A, Chemical Analysis Method
described in USDA Soil Survey Investigations Report No. 1. The mixture shall have a pH level
between 5.5 and 7.6. All topsoil will be subject to inspection during the planting period and any
material which does not meet the specifications will be rejected.
Natural topsoil may be amended by the Contractor with approved materials and methods to meet the
above specifications at no additional cost to the Owner.
CONSTRUCTION METHODS
905-3.1 GENERAL. Suitable equipment necessary for proper preparation and treatment of the
ground surface, stripping of topsoil, and handling and placing of all required materials shall be on
hand, in good condition, and approved by the Engineer before the various operations are started.
905-3.2 PREPARING THE GROUND SURFACE. Immediately prior to dumping and spreading
the topsoil on any area, the surface shall.be loosened by discs or spike tooth harrows, or by other
means approved by the Engineer, to a minimum depth of2 inches (50 mni) to facilitate bonding of
the topsoil to the covered sub grade soil. The surface of the area to be topsoiled shall be cleared of all
stones larger than 2 inches (50 mm) in any diameter and all litter and other material which may be
detrimental to proper bonding, the rise of capillary moisture, or the proper growth of the desired
planting.
T-905-1
METHOD OF MEASUREMENT
905.4.1 Topsoil shall be measured by the number of cubic yards in its final position. The
measurement will only be made for the 4-inch depth times the area topsoiled and will only be paid once
regardless of whether the topsoil can be stripped and then immediately placed or if it is stripped,
stockpiled, and then rehandled at a later date. The use of topsoil from offsite will only be undertaken
once the supply oftopsoil from onsite strippings has been exhausted.
BASIS OF PAYMENT
905-5.1 Payment will be made at the contract unit price per cubic yard for topsoil in-place,
complete and accepted. This price shall be full compensation for furnishing all materials and for all
preparation, hauling, stockpiling, rehandling, placing, and spreading of the matt~rials, and for all
labor, equipment, tools, and incidentals necessary to complete the item.
Payment will be made under:
T-905
Onsite Topsoil -- per cubic yard
END OF ITEM T -905
T -905-3
APPENDIX A
REPORT OF PAVEMENT TESTING AND EXPLORATION
NOTES
I) The Engineer has relied on the attached geotechnical and subsurface investigation data in
preparation of the Contract Documents.
2) The information is hereby reproduced as "FOR INFORMATION ONLY". They are not
part of Contract Documents but Bidders may rely upon the accuracy of the technical data
contained and not upon non-technical data, interpretations or opinions or for the
completeness thereof for purposes of bidding or construction.
3) Before submitting this Bid, each Bidder may, at his own expense and assuming all risks,
make such additional investigations and tests as the Bidder may deem necessary to
determine his Bid for performance of the Work in accordance with the time, price and
other terms and conditions ofthe Contract Documents.
ADDENDUM NO.1
TO
BIDDING/CONTRACT DOCUMENTS
FOR
RUNWAY 17-35 SAFETY OVERRUN IMPROVEMENTS PROJECT AUGUSTA
REGIONAL AIRPORT
BID ITEM #06-201
in
AUGUSTA, GEORGIA
TO:
All Prospective Bidders
DATE:
January 10, 2007
This Addendum forms a part of the Contract/Bidding Documents and modifies the original
Contract/Bidding Documents as described below. Acknowledgment of receipt ofthis Addendum in
the space provided on Page B-6 ofthe Bid Form is required. Failure to do so may subject a Bidder
to disqualification.
This Addendum consists of I page (NOT INCLUDING COVER) and the following
. attachments (to be transmitted via courier):
1) Summary to Minutes of Pre-Bid Conference - 12 pages
2) Attendees List of Pre-Bid Conference - 2 pages
3) Attendees List of Pre-Bid Site Visit - 1 pages
4) Augusta-Richmond County DBE Directory
THERE WERE NO WRITTEN QUESTIONS RECEIVED BY 1/5/07 TO ANSWER.
If you have any questions regarding this correspondence, please contact Augusta-Richmond County
Purchasing at (706) 821-2422.
END OF ADDENDUM NO.
Page I of 1
1/1 0/07
SUMMARY TO MINUTES
OF
PRE-BID CONFERENCE
RUNW A Y 17-35 SAFETY OVERRUN IMPROVEMENTS PROJECT
at the
AUGUSTA REGIONAL AIRPORT
AUGUSTA, GEORGIA
10:00 A.M.
December 29, 2006
I) INTRODUCTION
Mrs. Phyllis Mills with the Augusta-Richmond County Purchasing Department introduced
herself and welcomed the attendees to the Mandatory pre-bid conference for Bid Item #06-
201, Runway 17-35 Safety Overrun Improvements Proj ect for the Augusta Regional Airport.
Mrs. Mills informed the attendees that an attendance list was being circulated around the
room and reminded everyone to sign it so that we would have record oftheir attendance, and
'. an additional attendance list would be taken to the site to be signed for the Mandatory Site
Visit. Minutes to the conference would be prepared and sent to each company attending.
Mrs. Mills introduced the Engineer on this project, Mr. Andy Busbee with The LP A Group,
Inc. Ms. Yvonne Gentry with the DBE office introduced herself and explained the
importance of meeting the 15.17% DBE goal. Ms. Gentry also informed everyone that they
must complete all the DBE forms in order for their bids to be accepted. Ms. Gentry closed
by explaining that a list of vendors will be sent to all attendees in the form of an addendum,
but not all are DOT certified. Mrs. Mills then turned the meeting over to Mr. Busbee, who
introduced Monica LaBord, Brenda Brown, Tammy Strange, David Widener, and Willis
Boshears. Mr. Busbee then asked that questions be held to the end of the presentation and
discussed the following items in regards to the referenced project.
II) SCOPE OF THE PROJECT
The work has been divided into a Base Bid and Additive Bids and may be generally
described as follows:
Base Bid: Regrading of existing Runway 17 overrun area to include bituminous pavement
demolition, removal of existing drainage pipes, removal of two existing runway approach
light stations, construction of a crushed aggregate base course access road, installation of
new drainage pipe and various erosion control measures.
Additive Bid No.1 Clearing and regrading of existing drainage ditch withinihe limits of the
glide slope antennae critical area serving the approach to Runway 35, installation of new
drainage pipe and inlets and various erosion control measures.
Page I of 12
(g) Certification of Non-Segregated Facilities
(h) Subcontractor List
(i) Bidder's Questionnaire Regarding Subcontractors
(j) Bidder Certification Regarding Debannent
(k) Bidder's Qualification Questionnaire
Section 12.1 BIDS shall be submitted at the time and place indicated in the Advertisement.
Each BID shall be marked and addressed as required in the Advertisement and shall be
accompanied by the Bid Security and other required documents. If the BID is sent through
the mail or other delivery system, the sealed envelope shall be enclosed in a separate
envelope with the notation "BID ENCLOSED, RUNWAY 17-35 SAFETY OVERRUN
IMPROVEMENTS PROJECT, AUGUST A REGIONAL AIRPORT, BID ITEM # 06-
201 on the face thereof. DO NOT SUBMIT THE PROJECT MANUAL OR DRAWINGS
WITH BID.
Section 12.1.1
Mailing address:
Geri A. Sams, Purchasing Director
Augusta-Richmond County Purchasing Department
Municipal Building, Room 605
530 Greene Street
Augusta, Georgia 30911
Section 15.1 All BIDS shall remain open for one-hundred twenty (120) days after the day
ofthe opening, but OWNER may, in his sole discretion, release any BID and return the Bid
Security prior to that Date.
Section 16.1 OWNER reserves the right to reject any and all BIDS, to waive any and all
infonnalities not involving price, time, or changes in the work, and to negotiate contract
tenns with the successful BIDDER, and the right to disregard all nonconfonning,
nonresponsive, unbalanced, or conditional BIDS.
Section 16.6 If a contract is to be awarded, it will be awarded pursuant to the OWNER's
procurement policy and to the lowest BIDDER whose evaluation by OWNER indicates to
OWNER that the award will be in the best interests of the Project. It is the OWNER'S
intention to award the project depending upon the availability of funds and the BIDDER
being responsible and submitting a responsive BID for the Project.
Section 19.2 Estimated Quantities: Where quantities of work are given in the BID these
are approximate and are assumed solely for comparison of the BIDS. They are not
guaranteed to be accurate statements or estimates of quantities of work that are to be perfonned
under the Contract, it being presumed that the BIDDER has verified the quantities necessary to
complete the Work of the Contract as intended, and any departure therefrom will not be
accepted as valid grounds for any claim for damages, for extension oftime or for loss of profits;
Page 3 of 12
V). SUPPLEMENTARY CONDITIONS
Bidders were urged to examine the insurance requirements contained in the supplementary
conditions to ensure compliance. When bidders are preparing their bids, pay close attention
to the insurance requirements and send to insurance carriers ir needed.
VI). SPECIFICATIONS
SECTION 00800
SC-14
80-08 FAILURE TO COMPLETE ON TIME:
80-08.1
Liquidated Damages:
Liquidated damages for failure to complete all Base Bid work within the
Contract time of 55 consecutive calendar days shall be $2,000 per calendar
day. This sum is exclusive of additional engineering fees and inspection fees
incurred during the period of delay. See paragraph 3.3 ofthe Contract at page
C-2.
Liquidated damages for failure to complete all Base Bid plus Additive Bid
No. 1 work within the total Contract time of 120 consecutive calendar days
shall be $500 per calendar day. This sum is exclusive of additional
engineering fees and inspection fees incurred during the period of delay. See
paragraph 3.3 of the Contract at page C-2.
In addition, for not completing all punchlist work as determined by the
Engineer and the Owner at the Final Inspection for the entire project within 30
consecutive calendar days from date ofthe Final Inspection, $500 per day shall
be deducted from money due the Contractor or his surety until the punchlist
items are completed to the satisfaction of the Owner.
SECTION 01010
Section 1.06
A. Construction Time: The work as described by the contract specifications and as
shown on the plans shall be ready for use by the Owner within 55 consecutive
calendar days after the Notice-to-Proceed date for an award ofthe Base Bid only and
120 consecutive calendar days from the Notice to Proceed for an award of the Base
Bid plus Additive Bid No. I and within the stipulated phasing times after the Notice
to Proceed as presented in the drawings on sheet PH-I. In order to minimize the
impact to airport passengers, airport tenants and the employees, completion of the
project is critical and liquidated d'!lmages for not completing the project within the
stipulated contract time as stipulated in this section and as set forth in Section 00800
Page 5 of 12
Section 1.08
A. NA V AID Areas: During the time of construction, the Contractor may be restricted
from working in or around certain essential electronic navigational aids necessary to
the safe operation of the airport. The Contractor is hereby notified that the Engineer
may restrict construction operations in those areas closest to the active runway and
taxiways.
B. Radio Communication: Contractor shall maintain two-way radio communication
with the Airport air operations personnel, on their frequency (121.9 and 118.7 MHZ
Ground Control), at all times during construction. Contractor shall have a working
radio on site at all times during construction and shall assign responsible personnel,
including flagmen, to continuously monitor the radio. All radios shall be as specified
in Section 01510.
C. Notice to Airmen (NOT AMs). The Contractor shall provide the necessary
information on construction conditions so that the Owner can advise the Flight
Service Station to issue a NOT AM in accordance with established criteria. All
requests for NOT AMS for airfield pavement closures shall be made at least 48 hours
in advance (not including weekends) by the Contractor to the Engineer. All requests
for closure of a runway or for moving into a phase that requires the closure of a
NA V AID shall be made at least 7 days in advance (not including weekends) by the
Contractor to the Engineer
D. Turf Restoration: All non-paved areas that are disturbed by the Contractor's work,
staging area, haul roads, etc. shall be reseeded and restored to original condition by
the Contractor. Except where otherwise specified, there will be no separate pay item
for this work; it will be considered incidental to and included in the price bid for
Section 01000, Mobilization.
E. Security: Contractor shall provide security within his construction area and shall
keep all unauthorized personnel out.
F. Haul Route: The Contractor will not be allowed to use any of the existing runways,
taxiways, or aprons as' part of the h~lUl road unless authorized in writing by the
Engineer. The Contractor shall be responsible for establishing haul roads suitable for
supporting all planned construction equipment for the duration of the project. All
existing roads and Contractor established haul routes that will be used as part of the
haul road shall be restored to their original condition. Temporary drainage culverts
and inlet protection will be necessary to maintain existing drainage. All required fill,
base, temporary drainage culverts and inlet protection shall be detennined by the
Contractor, provided by the Contractor from sources other than the project site, and
shall be approved by the Engineer. The Contractor shall be responsible for all clean
up operations of debris that are along the haul road and haul route. The Contractor
shall also be responsible for watering and/or any other dust preventive measures to
preclude fugitive dust from affecting buildings and tenants onsite. No separate
Page 7 of 12
coordinate their schedules and work activities very closely, including holding weekly
meetings in the presence of the Engineer's onsite representative. Contractors must
cooperate with each other, including working around each other's work activities.
Potential delays as a result ofIack of coordinati,on will not be considered grounds for
claim for additional time extensions and/or additional compensations.
VII) AIRPORT PROJECT PROCEDURES
SECTION 01030
Section 1.03
RUNWAY & TAXIWAY SAFETY ZONES:
B.2 Request for Facility Closures: Construction activities on taxiways or within the
above restricted areas shall only be performed at times when the taxiways are closed
to aircraft. Closure of a runway or taxiway or any portion thereof must be requested
in writing by the Contractor through the Engineer. This request must indicate the
areas needed and a schedule of operations and time( s) required for operations within
the area. The Owner reserves the right, however, to shift any approved closure
periods to alleviate aircraft congestion or when inclement weather conditions
dictate.
Section 1.05
SECURITY REQUIREMENTS: The Contractor has the responsibility for maintaining
control ofthe access gates or any other entrance to the AOA. The Contractor may utilize a gate
guard or install an automatic operated gate controller with limited access with numeric keypad.
The Contractor may be required to erect temporary fencing to protect the AOA during
construction. The Contractor's method of maintaining security shall be set forth in his Security
Plan and shall comply with the airport's rules and regulations concerning work in the airport
restricted areas. There will be no separate measurement or payment for gate guards or
temporary fencing required maintaining the integrity ofthe AOA.
VIII) WEA THER DELAYS
This project with is a consecutive calendar day project and bidders should anticipate some
normal weather delays. Section 1035 of the project specifications deals with time extension
for adverse weather conditions.
IX) ANTICIPATED NOTICE- TO-PROCEED
Tuesday, April 10,2007,
Page 9 of 12
QUESTION & ANSWERS
Mandatory Pre-Bid Questions
Q: Is the 40% self-performance based on the Base Bid or the Additive Bid?
A: Both.
Q: How will earthwork quantities be paid?
A: Final quantities will be paid based on the as-built survey.
Q: Is a security fence riecessary arounfthe staging area?
A: No, because the area is already secure, but contractor is welcome to put one up anyway.
. .
Q: Do all DBE participants have to be GADOT certified?
A: Yes. They must be either GADOT or SCDOT certified to be counted toward meeting the
DBE goal on this project.
Mandatory Site Visit Questions
Q: Is it the contractor's responsibility to protect underground cable to remain operational?
A: Yes. The FAA will locate these cables at the start of the construction.
Q: Where will the contractor enter the Airport?
A: For the Base Bid, the contractor will enter the Airport at Gate R. For the Additive Bid No.1,
the contractor will enter the Airport at Gate B.
Q: Is the Additive Bid No. 1 work concurrent with the Base Bid work?
A: No.
Q: Do all the trees in the ditch have to be hauled away?
A: Yes
Q: Who's responsible for compaction testing?
A: The Owner will be responsible for the Quality Assurance testing. The Contractor will be
responsible for the Quality Control testing.
Q: Are there any subsurface tests in the Additive Bid No.1 work area?
A: No.
Q: In the Additive Bid No.1 work area, will the work go to the "headwater" of the ditch?
A. No. The work is only approximately 1,500 LF long.
Page 11 of 12
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3
lnvitation To Bid
Sealed bids will be received at this office until Thursday, January 25,2007 @ 3:00 pm:
Bid #06-201 Runway 17-35 Safety Overrun Improvements Project at Augusta Regional Airport
BID's will be received by Augusta, GA Commission hereinafter referred to as the OWNER at the offices of:
Geri A. Sams
Procurement Department
530 Greene Streel - Room 605
Augusta, Georgia 30911
706-821-2422
Scope: The work has been divided into a Base Bid and Additive Bid and may be generally described as follows:
Base Bid: Regrading of existing Runway 17 overrun area to include bituminous pavement demolition, removal of existing drainage pipes, removal of
two existing runway approach light stalions, construction of a crushed aggregate base course access road, installation of new drainage pipe and various
erosion control measures.
Additive Bid No. 1: Clearing and regrading of existing drainage ditch within the limits of the glide slope antennae critical area serving the approach to
Runway 35, installation of new drainage pipe and inlets and various erosion control measures
Bidding documents may be examined at the following locations: Office ofthe Owner; Augusta, GA Procurement Departmenl, 530 Greene Street - Room
605, Augusta, GA 309 I 1. Plans and specifications for the project can be made available upon request to Imaging Technologies. The fees for the plans
and specifications which are non-refundable is $100.00
Documents may also be examined during regular business hours at Office of the Engineer, The LP A Group, Inc., 700 Huger Street, Columbia, SC
29201, F. W. Dodge Room, 1281 Broad Street, Augusta, GA 30901 and Augusta Builders Exchange, 304 14th Street, Augusta, GA 30904. It is the
wish of the Owner that all businesses are given the opportunity to submit on this project. To facilitate this policy, the Owner is providing the
opportunity to view plans online (www.itrepro.com) at no charge Ihrough Imaging Technologies (706-724-7924) beginning Thursday, December 7,
2006. Bidders are cautioned that submitting a package without procurement of a complete set are likely to overlook issues of construction phasing,
delivery of goods or services, or coordination with other work that is material to the successful completion ofthe project. Bidders are cautioned that
sequestration of documents through any other source is not advisable. Acquisition of documents from unauthorized sources places the bidder at the risk
ofreceiving incomplete or inaccurate information upon which to base his qualifications.
A MANDA TORY Pre-BID Conference will be held on Friday, December 29, 2006 at 10:00 am in Room 605 of the Procurement Department,
with a MANDATORY SITE VISIT to immediately follow. All questions must be submitted in writing to the office of the Procurement
Department by fax at 706-821-2811 or by mail. No bid will be accepted by fax, all must be received by mail or hand delivered. The last day to
submit questions is Friday, January 5, 2007 by 4:00 p.m.
The requirements of 49 CFR Part 26, Regulations of the U.S. Department of Transportation (DOT), apply to this contract. It is the policy ofthe
OWNER to practice non-discrimination based on race, color, sex, or national origin in the award or performance of this contract. All firms
qualifying under this solicitation are encouraged to submit bids/proposals. Award of this contract will be conditioned upon satisfying the
requirements of this bid specification. These requirements apply to all BIDDERS, including those who qualify as a DBE.
The attainment of goals established for this contract is to be measured as a percentage of the total dollar value of the contract. The goal the
Owner has established for this contract is as follows:
15.17% ofthe Contract to be performed by DBE firms (based on historical availability of references and the Engineer's determination
that the above prescribed percentages of the total project work is available to be performed by disadvantaged business enterprise
(DBE) firms with in the project area).
The local bidder preference program is applicable to this project. To be approved as a local bidder and receive bid preference on an eligible
local project, the certification statement as a local bidder and all supporting documents must be submitted to the Procurement Department with
your bonafide bid package.
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 ofthe work. The Owner supports a healthy free market system that
seeks to include responsible businesses and provide ample opportunity for business growth and development.
No BID may be withdrawn for a period of 120 days after time has been called on the date of opening. A 10% Bid bond is required to be submitted in
a separate envelope so marked along with the bidders' qualifications; a 100% performance bond and a 100% payment bond will be required for
award.
Bidders will please note that the number of copies requested; all supporting documents including financial statements and references and such other
attachments that may be required by Ihe bid are material conditions of the package. Any bid package found incomplete or submitted late shall be
rejected by the Procurement Office. Any bidder allegedly contending that he/she has been improperly disqualified from bidding due to an incomplete
bid submission shall have the right to appeal to the appropriate committee ofthe Augusla Commission. Please mark BID number on the outside ofthe
envelope.
Augusta has a Link Deposit program designed to provide loans to eligible local Small, Minority and Women Owned Businesses. For more information
about Ihis program contact the Office of the Disadvantage Business Enterprise at 706-821-2406.
GERI A. SAMS, Purchasing Director
Publish:
Augusta Chronicle
Augusta Focus
Cc: Tameka Allen
Tim Weegar
YVOlme Gentry
Andy Busbee
December 7,12,14,21,2006
December 14, 2006
Interim Deputy Administrator
Augusta Regional Airport
DBE
The LP A Group, Inc.
TABLE OF CONTENTS
BIDDING REQUIREMENTS (White)
Invitation to Bidders
Notice to Bidders
Instructions to Bidders
BID FORMS (Blue)
Bid Form
Bid Schedule
Bid Bond
Form of Non collusion Affidavit
Equal Opportunity Statement
Bidder's Affidavit
DBE Program Statement
Certification Regarding Fair Trade
Certificate of Prompt Payment
Buy American Certificate (January 1991)
Certification of Nonsegregated Facilities
Performance of Work by Subcontractors
Bidder's Questionnaire Regarding Subcontractors
Bidder Certification Regarding Debarment, Suspension,
Ineligibility, and Voluntary Exclusion Lower Tier Covered
Transaction
Bidder's Qualification Questionnaire
CONTRACT FORMS (White)
Contract
Exhibit "A"
Certificate of Secretary
Construction Performance Bond
Construction Payment Bond
GENERAL PROVISIONS (Pink)
Section 10 - Definition of Terms
Section 20 - Deleted
Section 30 - Deleted
Section 40 - Scope of Work
Section 50- Control of Work
Section 60 .:. Control of Materials
Section 70 - Legal Relations and
Responsibility to Public
Section 80 - Prosecution and Progress
Section 90 - Measurement and Payment
Section 100 - Contractor Quality Control Program
Page Numbers
N-l to N-2
IB-l toIB-12
B-1 to R-6
B-4a to B-4d
B-7 to B-8
B-9
B-lO
B-ll
B-12 to B-19
B-20 to B-21
B-22
B-23
B-24
B-25
B-26
B-27 to B-29
B-30 to B-33
C-l to C-7
1 to 3
CS-l
PB-l to PB-2
PB-3 to PB-4
GP-IO-l to GP-IO-5
OMITTED
OMITTED
GP-40-l to GP-40-5
GP-50-1 to GP-50'- 7
GP-60-l to GP-60-3
GP-70-1 to GP-70-12
GP-80-1 to GP-80-6
GP-90-1 to GP-90-8
OMITTED
P-6l0
D-70l
D-75l
D-753
E-891
E-893
E-895
T-901
T -905
Structural Portland Cement Concrete
Pipe for Storm Drains and Culverts
Drainage Structures
Rip Rap
Inlet Protection
Temporary Silt Fence
Erosion Control Matting
Grassing and Mulching
Topsoiling
DIVISION 3-16 NOT USED.
APPENDIX A
GEOTECHNICAL INVESTIGATION REPORT
111
P-6l0-l to P-6l0-7
D-701-1 to D-701-5
D- 751-1 to D- 7 51-6
D-753-1 to D-753-4
E-891-1 to E-891-2
E-893-1 to E-893-3
E-895-1 to E-895-3
T-901-1 to T-901-5
T-905-1 to T-905-3
NOT1CE TO BIDDERS
The AUGUSTA A VIATION COMMISSION will receive sealed proposals for the RUNWAY 17-35 SAFETY
OVERRUN IMPROVEMENTS PROJECT, BID ITEM # 06-201 at the Augusta Regional Airport, Augusta,
Georgia, FAA A.I.P. Project No. 3-13-0011-26-2003 until 3:00 p.m. on January 25. 2007 at the office ofthe
Augusta-Richmond County Purchasing Department, Municipal Building, Room 605, 530 Greene Street,
Augusta, Georgia 30911. Bids will be publicly opened and read aloud. Bids received after the stated time will
not be accepted.
SCOPE OF WORK:
The Work may be generally described as follows:
Base Bid: Regrading of existing Runway 17 overrun area to include bituminous pavement demolition, removal
of existing drainage pipes, removal of two existing runway approach light stations, construction of a crushed
aggregate base course access road, installation of new drainage pipe and various erosion control measures;
Additive Bid No.1: Clearing and regrading of existing drainage ditch within the limits of the glide slope
antennae critical area serving the approach to Runway 35, installation of new drainage pipe and inlets and
various erosion control measures.
CONTRACT TIME:
The total Contract time shall be 55 consebutive calendar days for the Base Bid or 120 consecutive calendar days
for the Base plus Additive Bid No.1 froriI the date of Notice- to-Proceed and within the prescribed construction
phasing described in the Project Manual.
PREBID CONFERENCE:
A MANDA TORY Pre-Bid conference will be conducted on December 29. 2006 at 10:00 a.m. at the Augusta-
Richmond County Purchasing Departritent, Municipal Building, Room 605, 530 Greene Street, Augusta,
I
Georgia 30911. A MANDATORY Site Visit' will be held after the Pre-Bid Conference at the Augusta
Regional Airport, 1501 Aviation Way, Augusta, Georgia 30906.
BIDDING REQUIREMENTS:
Bid security in the form of a bid bond, made payable to the Augusta Regional Airport Aviation Commission,
equal to 10% of the total bid is requirJd. Contract security in the fonn of 100% Performance and Payment
Bonds will be required. I
No bid may be withdrawn after closinl time for the receipt of proposals for a period of one hundred twenty
(120) days. A Notice-of-Award for the' Contract will be issued once a successful bidder has been detennined
and funding has been secured.
N-l
1.
1.1
1.2
1.3
2.
2.1
2.2
3.
3.1
3.2
INSTRUCTIONS TO BIDDERS
DEFINED TERMS
Terms used in these INSTRUCTIONS TO BIDDERS are defined in the General
Provisions, and the Supplementary Conditions ofthe Construction Contract and shall
have the intent and meaning assigned them therein. Terms defined in the General
Provisions being redefined by modification in the Supplementary Conditions shall
have the intent and meaning assigned them in the Supplementary Conditions.
The term "Successful Bidder" means the lowest, qualified, responsible, responsive
BIDDER to whom OWNER (on the basis of OWNER's evaluation as hereinafter
provided) makes an award.
The term "Bidding Documents" means the Bidding Requirements, Contract Forms,
Bid Forms, Conditions of the Contract, Specifications, Drawings, and Addenda
issued by the OWNER for the purpose of obtaining a bid on the Work.
BIDDING DOCUMENTS
Complete sets of Bidding Documents shall be used in preparing bids; neither
OWNER nor ENGINEER assume any responsibility for errors or misinterpretations
resulting from use of incomplete sets of Bidding Documents.
OWNER and ENGINEER in making copies ofthe Bidding Documents available on
the above terms do so only for the purpose of obtaining bids on the Work and do not
confer a license or grant for any other use.
QUALIFICATIONS OF BIDDERS
To demonstrate qualifications to perform the Work, the Low (Successful) Bidder
must submit, within (7) days of Bid Opening, as part of his BID on the prescribed
form, evidence which may be required by the OWNER, such as, but not limited to,
financial data and previous experience. Each BID must contain evidence of the
BIDDER's qualification to do business in the state where the Project is located.
Conditional or qualified BIDS will not be accepted. In addition, pertinent provisions
of Paragraph 16 ofthis section determines additional requirements for qualifications
of BIDDERS.
By submission of a BID the BIDDER agrees, that if awarded a contract, to perform
on the Site and with his own organization, work equivalent to at least FORTY
PERCENT (40%) of the total amount of the Work to be performed under the
Contract. If during the progress of the Work hereunder, the CONTRACTOR
requests an adjustment of such percentage and the ENGINEER determines that it
would be to the OWNER's advantage, the percentage of the Work required to be
ill-I
5.2
6.
6.1
6.2
6.3
7.
7.1
ALL QUESTIONS OR CLARIFICATIONS SHALL BE DIRECTED TO THE
PURCHASING DEPARTMENT. DIRECT CONTACT BY ANY POTENTIAL
BIDDER TO THE ENGINEER OR AIRPORT OTHER THAN TO VIEW
PLANS MAY BE CAUSE FOR BID DISQUALIFICATIONS.
Questions received later than 4:00 p.m. on January 5, 2007 will not be answered.
Only questions answered by formal written Addenda will be binding. Oral and other
interpretations or clarifications will be without legal effect.
Addenda may also be issued to modify the Bidding Documents as deemed advisable
by PURCHASING DEPARTMENT.
BID SECURITY
Each BID must be accompanied by Bid Security made payable to OWNER, in an
amount often (10) percent ofthe BIDDER's maximum BID PRICE (including all
additive alternatives) in the form of a Bid Bond prepared on the Form of Bid Bond
included in the BID, duly executed by the BIDDER as principal and issued by a
surety meeting the requirements of the General Provisions and Supplementary
Conditions thereto.
Attorneys~ in- fact who sign the bid Bonds or Contract Bonds must file with each bond
a certified and effectively dated copy of their power-of-attorney.
The Bid Security ofthe Successful BIDDER will be retained until such BIDDER has
executed the Agreement and furnished the required Contract Security and Insurance
Certificates, whereupon it will be returned; if the Successful BIDDER fails to execute
and deliver the Agreement and furnish the required Contract Security and Insurance
Certificates within fifteen (15) days of NOTICE OF AWARD, OWNER may annul
the NOTICE OF AWARD and the Bid Security ofthe BIDDER will be forfeited to
OWNER as liquidated damages for such withdrawal, failure or refusal. The Bid
Security of any BIDDER whom the OWNER believes to have a reasonable chance of
receiving the award may be retained by OWNER until the earlier of the seventh day
after the "effective day of the Agreement" by OWNER to CONTRACTOR and the
required Contract Security and Insurance Certificates are furnished, or one hundred
twenty one (121) days after the Bid Opening. Bid Security of other BIDDERS may
be released within seven (7) days of the Bid Opening.
CONTRACT TIME
Time for completion of the Project is as stated in the Notice to Bidders and as set
forth in the BID and included in the Agreement.
IB-3
11.
11.1
11.2
11.3
11.4
11.5
11.6
11.7
11.8
11.9
11.10
11.11
BID FORM AND SCHEDULES
One bound copy of the Bid Form and Schedules is included herein. One additional
unbound copy is provided for use in preparing BIDS. DO NOT USE THE BID
FORM BOUND IN THE PROJECT MANUAL FOR SUBMISSION OF BIDS.
Bid Forms and Schedules must be completed in ink or by typ.ewriter. Each BID must
be submitted on the prescribed form. All blank spaces and Bid Prices must be filled
in. TheBid Price must be stated in words and numerals or as indicated in the BID
Forms.
The firm, corporation, or individual name of the BIDDER must be signed in ink in
the space provided for the signatures on the Bid Form. BIDS by corporation must be
executed in the corporate name by the president or a vice-president (or other
corporate officer accompanied by evidence of authority to sign) and the corporate
seal must be affixed and attested by the secretary or assistant secretary of the
corporation. The corporate address and state of incorporation shall be shown in the
space provided.
BIDS by partnerships must be executed in the partnership name and signed by a
partner, whose title must appear under the signature and the official address of the
partnership must be shown below the signature.
BIDS by individuals must be signed by the individual owner and the terms "doing
business" or "sole owner" must appear under the signature.
The BIDDER must state in his BID the name and address of each person or
corporation interested therein.
The numbers of all addenda and the date each was received shall be filled in on the
Bid Form.
The address to which communications regarding the BID are to be directed must be
shown on the Bid Form.
Affidavits: Each BIDDER is required to duly execute the BIDDER's and
Non-Collusion Affidavits at the end of the BID.
All names must be typed or printed below the signature.
The only markings by the BIDDER which will be considered by the OWNER in
evaluating the BID are those made on the bid form itself. No markings on the exterior
of the envelope or other extraneous marks will be considered as part ofthe BID.
IB-5
]6.
16.1
16.1.1
16.2
16.3
16.4
16.4.1
AWARD OF CONTRACT
OWNER reserves the right to reject any and all BIDS, to waive any and all
infonnalities not involving price, time, or changes in the work, and to negotiate
contract tenns with the successful BIDDER, and the right to disregard all
nonconforming, nonresponsive~'unbalanced, or conditional BIDS. Also, OWNER
reserves the right to reject the Bid of any BIDDER if OWNER believes that it would
not be in the best interest ofthe Project to make an award to that BIDDER, whether
because the Bid is not responsive or the BIDDER is unqualified or of doubtful
financial ability or fails to meet any other pertinent standard or criteria established by
OWNER. Discrepancies between words and figures will be resolved in favor of
words. Discrepancies between the indicated sum of any column of figures and the
correct sum thereof will be resolved in favor of the correct sum.
The following are examples of factors which, among others, will determine the
responsiveness of bids:
a The completeness and regularity of Bid Form;
b A Bid Fonn without excisions or special conditions;
cA Bid Form having no alternative bias for any items unless requested in the
Specifications;
d A Bid Fonn without obviously unbalanced unit prices;
e Submission of a properly executed Bid Bond; and
f A Bid responsive to the requirements of Part 152 of Federal Aviation
Regulations.
In evaluation of BIDS, OWNER shall consider qualifications ofthe BIDDERS and_
whether or not the BIDS comply with the prescribed requirements in the Bid Forms.
OWNER may consider the qualifications and experience of subcontractors, other
persons or organizations (including those who are to furnish the principle items of
materials and equipment) proposed for those portions of the work as to which the
identity of subcontractors and other persons and organizations must be submitted as
provided in the General Provisions. Maintenance considerations, perfonnancedata
and guarantees of materials may also be considered by OWNER. OWNER will
consider DBE participation and whether or not BIDDER made an effort to meet
specified DBE goals.
OWNER may conduct such investigations as he deems necessary to assist in the
evaluation of any BID and to establish the responsibility, qualifications and other
persons and organizations to do the work in accordance with the contract documents
to OWNER's satisfaction within the prescribed time.
Responsibility shall be based on whether the BIDDER:
a Maintains a permanent place of business;
ffi-7
19.1 Laws and Regulations: The BIDDER's attention is directed to the fact that applicable
state laws, municipal ordinances and the rules and regulations of all authorities
having jurisdiction over construction of the Project shall apply to the Contract
throughout, and they will be deemed to be included in the Contract the same as
though therein written out in full.
19.2 Estimated Quantities: Where quantities of work are given in the BID these are
approximate and are assumed solely for comparison ofthe BIDS. They are not
guaranteed to be accurate statements or estimates of quantities of work that are to be
performed under the Contract, it being presumed that the BIDDER has verified the
quantities necessary to complete the Work of the Contract as intended, and any
departure therefrom will not be accepted as valid grounds for any claim for damages,
for extension of time or for loss of profits; nor will any additional payment, be made
regardless of the actual quantities required or ordered to complete the Work.
20. PRE BID CONFERENCE
20.1 A MANDATORY Pre-Bid conference will be conducted on December 29, 2006 at
10:00 a.m. at the Augusta-Richmond County Purchasing Department, Municipal
Building, Room 605, 530 Greene Street, Augusta, Georgia 30911. A
MANDATORY Site Visit will be held after the Pre-Bid Conference at the Augusta
Regional Airport, 1501 Aviation Way, Augusta, Georgia 30906. Representatives of
OWNER and ENGINEER will be present to discuss the Project. ENGINEER will
transmit to all prospective BIDDERS of record such Addenda as ENGINEER
considers necessary in response to questions arising at the conference.
21. SALES TAX
21.1 Unit prices bid shall include all sales taxes, and other applicable taxes and fees.
22. PREVAIl:INGWAGE RATES
22.1 The construction wage rates have been certified by the US Department of Labor to be
wages prevailing for construction ofthe contract. In accordance with the terms of the
Proposal, the Contractor agrees to pay to each employee ofthe corresponding craft at
least the wage rate listed.
In addition to the basic hourly rates shown, certain crafts, trades or industries indicate
health, welfare, pension, and other fringe benefits which are given employees
pursuant to a bonafide Collective Bargaining Agreement for the respective craft,
trade, or industry. In the absence of any such Agreement, the basic hourly rates plus
the monetary equivalent for the fringe benefit payments indicated, less any legal
deductions, shall be paid directly to the employees.
The wage rate determination of the US Department of Labor incorporated on the
following pages does not include rates or the requested classification listed below.
IB-9
23.4.5
23.4.6
23.4.7
23.4.8
All chemicals used during project construction or furnished for project operation,
whether herbicide, pesticide, disinfectant, polymer, reactant or of other classification,
must show approval of either EP A or USDA. Use of all such chemicals and disposal
of residues shall be in strict conformance with manufacturer's instructions.
BIDDERS must comply with the requirement that siltation and erosion are to be held
to the absolute minimum during construction.
Equal Employment Opportunity Requirements:
a BIDDERS must comply with the President's Executive Order No. 11246
which prohibits discrimination in employment regarding race, creed, color,
sex or national origin.
b Each BIDDER shall complete, sign and include in his bid proposal the Equal
Opportunity Report Statement. When a determination has been made to
award a contract to a specific Contractor, such Contractor shall, prior t~
award, after award or both, furnish such other pertinent information regarding
his own employment policies and practices as well as those of his proposed
subcontractors as the OWNER, or the Secretary of Labor may require. All
such information required of a subcontractor shall be furnished by the
Contractor.
c Notice of Affirmative Action: Specific goals for minority and female
participation expressed in percentage terms are specified in the General
Provisions.
d Disadvantaged Business Enterprise Program: The OWNER has established
goals for DBE participation on this Project. The BIDDER's attention is
directed to the Notice to Bidders, Supplementary Conditions and Bid Forms
for the specific goals.
BUY AMERICAN - STEEL AND MANUFACTURED PRODUCTS FOR
CONSTRUCTION CONTRACTS (JAN 1991)
a The Aviation Safety and Capacity Expansion Act of 1990 provides that
preference be given to steel and manufactured products produced in the
United States when funds are expended pursuant to a grant issued under the
Airport Improvement Program. The following terms apply:
1 Steel and Manufactured Products. As used in this clause, steel and
manufactured products include (1) steel produced in the United States
or (2) a manufactured product produced in the United States, if the
cost of its components mined, produced or manufactured in the
United States exceeds 60 percent ofthe cost of all its components and
ill-II
),
BID FORM
(Failure to furnish all requested data will be cause for considering BIDDER nonresponsive and may
render this BID invalid on that basis.)
BID FOR: RUNWAY 17-35 SAFETY OVERRUN
IMPROVEMENTS PROJECT
AUGUSTA REGIONAL AIRPORT
FAA A.I.P. PROJECT No. 3-13-0011-26-2003
SUBMITTED TO: Augusta Aviation Commission ,
, C/O Augusta-Richmond County Purchasing Department
Municipal Building, Room 605
530 Green Street
Augusta, Georgia 30911
SUBMITTED BY:
~P.AJ.L<:..,t J)~(l:rIN(,,,,, J-=r:Nr~
, BIDDER's Name
2. 3.~S A-I--nnl\.;(' ~~
Address
R,.~p..L.. Is\r..........r! J ~~ z..~fb'-l1'..
City, State and Zip Code
1. The undersigned, hereinafter called BIDDER, in compliance with the "Notice to Bidders,"
accepting all of the terms and conditions of the "Instructions to Bidders," including without
limitation those dealing with the disposition of Bid Security; proposes and agrees, if awarded
the Contract, to enter into an Agreement with the OWNER in the form of Agreement
included in the Contract Documents, to furnish all materials, equipment, machinery, tools,
apparatus, means of transportation and labor necessary to complete the work to be performed
under this Contract within the Contract Time indicated in this BID, in full and complete
accordance with the shown, noted, described and reasonably intended requirements ofthe
Contract Documents; to the full and entire satisfaction of the OWNER~ for the amounts
contained in the Bid Schedules."
2. , This BID will remain open for 120 days after the day ofBlD opening. If awarded a contract,
BIDDER will sign the Agreement and submit the Contract Security and other documents
required by the Contract Documents within 15 days after the date indicated in OWNER's
Notice of Award.
B-lof33
3. In submitting this BID, BIDDER represents that:
(a) BIDDER has become thoroughly familiar with the tenns and conditions of the
proposed Contract Documents accepting the same as sufficient to indicate and
convey understanding of all the conditions and requirements under the Contract
which will be executed for the Work.
(b) BIDDER has examined the site and locality where the Work is to be performed, the
legal requirements (federal, state and local laws, ordinances, rules and regulations)
and the conditions affecting cost, progress or performance of the Work and has made
such independent investigations as BIDDER deems necessary.
( c) This BID is genuine and not made in the interest of or on behalf of any undisclosed
person. firm or corporation and is not submitted in conformity with any agreement or
rules of any group. association. organization or corporation; BIDDER has not directly
or indirectly induced or solicited any other BIDDER to submit a false or sham BID;
BIDDER has not solicited or induced any person, firm or corporation to refrain from
bidding; and BIDDER has not sought by collusion to obtain for himself any
advantage over any other BIDDER or over OWNER.
(d) That no member of the Augusta-Richmond City/County government or other
officers or employees of said OWNER is interested directly or indirectly in the Bid or
in any portion of the Bid nor in the Contract or any part of the Contract which may be
awarded the undersigned on the basis of such BID.
(e) This BID is based upon prevailing wages in Richmond County, Georgia and in no
case are wages less than those determined by the Secretary of Labor, a schedule of
which is contained in the Federal Contract Provisions. FCP-l.
-
(1) It is a condition ofthis BID and any subsequent contract entered into pursuant to this
BID, and it shall be made a condition of each subcontract entered into pursuant to the
prime contract that the Contractor and any Subcontractor shall not require any laborer .
or mechanic employed in performance of the contract to work in surroundings or
under working conditions which are unsatisfactory. hazardous. or dangerous to his
health or safety. as detennined under Construction Safety and Health Standards, Title
29, CFR, Part 1518 36FR7340. promulgated by the U.S. Secretary of Labor, in
accordance with Section 107 ofthe Contract Work Hours and Safety Standards Act,
82. Statt. 96; that it is a further condition of this BID that he shall be solely
. responsible for the enforcement of such Construction and Health Standards, and that
he definitely understands that the OwNER and his authorized representatives will
not assume any liability resulting from his failure to police and enforce all such
standards.
(g) The description under each bid item, being briefly stated, implies, although it does
not mention, all incidentals and that prices stated are intended to cover all such work,
B-2 of 33
,,:,
materials and incidentals as constitute BIDDER's obligations as described in the
Specifications, and any details not specifically mentioned, but evidently included in
the Contract shall be compensated for in the item which most logically includes it.
(h) The Prices Bid includes all sales taxes and other applicable taxes and fees. Bids shall
also' include appropriate provisions for price escalation for, materials and labor'
including but not limited to increase in federal, state or local sales taxes and income or
FICA taxes.
4. Contract Time: BIDDER agrees that:
(a) The work will be completed within 55 consecutive calendar days from date of
Notice-to-Proceed and within the stipulated phasing times as prescribed iIi Section
0101 o "Scope of Work" of the Project Manual.
(b) He/She Will commence work with an adequate force and equipment at the time stated
in the Notice to Proceed, and complete all work in the number of days stipulated
from the date stated in said notice including working overtime and on Saturdays,
Sundays, and legal holidays as necessary in order to complete the project on tiI?e.
5. Bid Schedule: See attached pages B-4a through B-4d
B-3 of 33
Item ' Spec.
No. No.
BASE BID
BID SCHEDULE
RUNWAY 17-35 SAFETY OVERRUN IMPROVEMENTS PROJECT
AUGUSTA REGIONAL AIRPORT
EStimJed
Item Description I (Write Unit Price in Words) QuaJity Unit Unit Price
Total Extended
00800 Supplemen\ary Insurance Provisions
DollarsT wo Tb~ -n...,...>"JI> J..ItJM~1 S;......j.v
Cents ,
Z=rn
2 01000 Mobilization
DollarsS~"~J1..-k1 Ai ,'J'U">. TI....../!}<,/, ~ .J
Cents Z--r:-ro
3 01530 Barricades
Dollars S: 1I1~l.J~' ~ S'f!!JJ~A J.J.u~r-edF;..p./.y
Cents Z l::-r'C>
4 S-140A Asphalt Pavement Removal
Dollars F,.v....~
Cents e...i11. +y r=':VI-
5 S.140B Stann DrainPipe (15"-18") Removal
Dollars -' L+
t:::...'''j
Cents F; ~-l-y
6 S-140C Remove Existing MALSR Equipment
DoUarsT'k.,......~ IJwu.c;~ ~: v><" Au A.J re..J
Cents ~r:>
7 P-152A Unclassified Excavation
Dollars -r e.^
Cents Z-e.rD
8 P-152B Unclassified Excavation. WASTE
Dolllirs Fi*..j.~
Cents z...c:: "'-D
9 P-209 Crushed Aggregate Base Course
Dollars J:';.f~\I
Cents .
'Ti....>~+y r::.'yP-
1 L.S. S Z, :!.t..o.OO S
2:,3(..0.00
1 L.S. S ~,oC>G:>. 00 S 'J',(JC>D,66
1 L.S.S ~?S(>_f.::>O $ '-,750.00,
1,350 S.Y. $
5..!>5- S
7,.z~"7,OO
36 L.F. $
~.~b S
3CX-.oo
1 L.S. $ 3...Sco.= S
3'" $OC>. 00
12,000 C.Y. $
10.00 S I~, 006.00
500 C.Y. $
1$.00 S
7, sec.. 00
300 C.Y. $
,SO,2.,S $ '/€.,0'7S.00
BIDDER'S ORGANlZA nON
Page B-4a
BID SCHEDULE
RU:"M' A Y 17.35 SAFETY OVERRUN l:vlPROVEMENTS PROJECT
AUGllSTA REGIONAL AIRPORT
Item Spec. Estimated
No. No. Item Description I (Write Unit Price in Words) Quantity Unit Unit Price Total Extended
BASE BID
10 D-701A 24" Class ill RCP 56 L.F. $ 5S.7:S S ";:'/2.2..00
Dollars f'i-t+-;' F,'ve... '
Cents .s.ev~-l)l1=JvP
11 D.753 Type ill Rip Rap 7S TON $ 7.3.15 $ .5.11-1:&-.2.5
Dollars..S:!:v-dy Tl---
Cents 1=:.t.!- .po"",,^-
12 E-893 Temporary Silt Fence 1,500 L.F. S 1-,lX:! $ "'.I 0c::l0 . 0:::>
Dollars 5: J('
Cents Z-er?:?
13 E.895 Temporary Erosion Conlrol Matting 6,000 S.Y. $ t.I.,~ $ 2.'4) '}QC) .DO
Dollars 1=our
Cents F;..f+eel\.
14 T-901 Grassing and Mulching ]2 ACRE S ~2G)G),CO $ 2-IJ~'OO
Dollars Ol\.e- T~~ 1E1',Jd-IJuAd ~
Cents Zer'o .
15 T-905 Onsite Topsoil 8,250 C.Y. $ 1-. CO S 4"', SC>6. 06
Dollars s; l<
Cents Ze..-o
TOTAL BID AMOUNT - BASE BID
$
Z5S) ",~.z.!:.
BIDDER'S ORGANIZATION
Page B-4b
BID SCHEDULE
RUNWAY 17-35 SAFETY OVERRUN IMPROVEMENTS PROJECT
AUGUSTA REGIONAL AIRPORT
" (tern Spec.
l"o. ' No. Item Description I (Write Unit Price in Words)
ADDITIVE BID NO.1
Estimated
Quantity Unit
A I P-152A Unclassified Excavation
11,500 C.Y. $
Dollars E:./'OI"'A
Cents '2..=.-=
A2 P-152B Unclassified Excavation - Waste
Dollars ~;~^
Cents '? 'e-r-o
A3 D.701B 60" Class III RCP ,
Dollars D he... H uA.dred J.J ,'^-e+y F I'V e..-
Cents Ze.ro
A4 0-751 Modified Type 12 Catch Basin
Dollars i= I'Ve- TJvx!.~ ~ ;+'-k, S:)(
Cenls /
z.. 't:.ro
A5 D.7S3 Type III Rip Rap
Dollars SP.v~-4yTJv-e-e...
Cents F;.t+-e.e.."
A6 E-891 Inlet Protection
500 C.Y. $
1,200 L.F. S
Unit Price
Total Extended
II.~ SJ2.t-)SOO.OD
/s.oc $
7.. 5.cc>.=
'''&.0= S 2.34)000_00
4 Each $ S,OSt-.oo $ 2L?ZLLJ.06
250 TON $
4 Each $
Dollars rke.e...-~UJvlr'e.d Se..ve.,.,.-fy F,'ve..
Cents ?,- .-=
A7 E.893 Temporary Silt Fence
1,050 L.F. $
Dollars .s,' "-
Cents Z-e.r-r>
A8 E-895 Temporary Erosion Control Matting
1,250 S.Y. $
Dollars FOLJr
Cents F;~
A9 T -90 I Grassing and Mulching
7 ACRE $
IJ ZOO.DD$ J2-/c...c>o _00. .
Dollars o,,-e.-7I0usO--J..-cl t:Z.;"jL-f ~uJLdn::,..J
Cents Z,e.rD
BIDDER'S ORGANlZA nON
Page B-4c
73.1!:. $ 12>} z.~ 7. SO
375.00 $
~ -00 $
4./1:,. $
115.00.00
L:.", 300 _ c::x::>
5JJ :i!>7. s.o
BID SCHEDULE
RU1\W A Y 17-35 SAFETY OVERRUN IMPROVEMENTS PROJECT
AUGUSTA REGIONAL AIRPORT
,Item Spec.
No. No. Item Description I (Write Unit Price in Words)
ADDITIVE BID NO.1
Estimated
Quantity Unit
Unit Price
Total Extended
AI0 T-905 Onsite Topsoil
4,500 C.Y. $
(;.,.00 $ 2-7,000.0=
Dollars $,' X
Cents 2... e.-r c:>
TOTAL BID AMOUNT - ADDITIVE BID NO.1
$'
4S"'.I0~,CJO
TOTAL BID AMOUl'iT - BASE PLUS ADDITIVE BID NO.1
$
~15JO~.s,Z.s. '
BIDDER'S ORGANIZA nON
Page B-4d
6. Execution of Contract: BIDDER agrees that:
(a) In case of failure on his part to execute the said Contract and Bonds within 15 days
after the date indicated in the "Notice of Award", the check or bid bond
accompanying this BID, and the money payable thereon, shall be paid to the
OWNER as liquidated damages for such failure; otherwise the Bid Bond or check
accompanying this BID shall be returned to the undersigned.
7. Bid Documentation: The following documents are attached to and made a part oftbis BID:
(a) Required Bid Security in the form of a Bid Bond or certified check payable to the
order of the Augusta Aviation Commission.
(b) Non-collusion Affidavit
(c) EEO Report Statement '
(d) Bidder's Affidavit
(e)
DBE Statement
./
(f) Certification Regarding Fair Trade
(g) Certificate of Prompt Payment
(h) Buy American Certificate
(i) Certification of Non-Segregated Facilities
(j) Performance of Work by Subcontractors
(k) Bidder's Questionnaire Regarding Subcontractors.
(1) Certification Regarding Debannent, Suspension, Ineligibility and Voluntary Exclus!on
Lower Tier Covered Transactions
(m) Bidder's Qualification Questionnaire
8. Name and business address (mailing and street) of BIDDER to which all formal Notices shall
be sent:
, "BE..AJ.i..s C-oNT72.AC::r I ^-I c... I ::r;,.(.l c-
9.
Z3~s'A+O"N~2o~J 6P..ooJ...-r..'F.Ic.-.....JJ sc. Z")Z4Z-
The terms used in this BID which are defined in the General Provisions of the Construction
B-50f33
, '
'/
Contract included as a part of the Contract Documents have the meanings assigned to them in
the General Provisions.
10. BIDDER hereby acknowledges receipt of the following addenda:
Addendum No.
I
Dated
1//o//)7
.
11. The BIDDER shall state on the line below, if a corporation, the name of state in which
incorporated and the date of said corporation.
( /Q'6D.)
C:;OUTI-\' ~~aUNA
day of ~ (1rJULl'.lb ' 2001
-pi.,;:. AJ..A. ~ c..aN-ri2.AL.Td))..\C::" r.JtIl' .
Contractor '
By: ??J2 ~~ Pf&y.
(Signature o~ndi~id~, partner '?~~ ,
or officer signing the Bid)
Signed this :; '5"
. ~ ~
" . .t.lt~
ATTEST: . ~{ t
, '~4l..-1 r;le~
(Seal)
(Seal required if BIDDER
is a corporation.)
2. E:. c:. C>'J 0 J 1'.. A. . "DOl
License Number
NOTE: If Contractor is a Corporation, Secretary should attest seal. Sea11s required if
BIDDER is a Corporation. If Contractor is a partnership, all partners shall execute the BID (add
spaces as required).
B-60f33
BID BOND
KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned
as Principal, and
as Surety, are hereby.,
held and firmly bound unto Au l!usta Aviation Commission
in the penal sum of
for The payment of which, well and truly to be made, we hereby jointly and severally
bip.d ourselves, our heirs, executors, administrators, successors, and assigns.
Signed, this _ day of
,2003.
The conditions of the above obligation is such that whereas the Principal has submitted to
the Augusta Aviation Commission certain BID, attached hereto and hereby made a part hereof'
to enter into a Contract in writing for the Construction of:
ort
NOW THEREFORE,
(a) If said BID shall be rejected, or in the alternate,
(b) If said BID shall be accepted and the Principal shall execute and deliver a Contract in
the Form of Agreement attached hereto (properly completed in accordance with said
BID) and for the payment of all persons performing labor or furnishing materials in
connection therewith, and shall in all other respects perform the agreement created by
the acceptance of said BID, then this obligation shall be void, otherwise the same
shall remain in force and effect; it
being expressly understood and agreed that the liability of the Surety for any and all claims
hereunder shall, in no event, exceed the penal amount of this obligation as herein
, stated.
B-70f33
The Surety, for value received, hereby stipulates and agrees that obligations of said Surety
and its Bonds shall be in no way impaired or affected by any extension of the time within which the
Owner may accept such BID; and said Surety does hereby waive notice of any such extension.
IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and
seals, and such ofthem as are corporations have caused their corporate seals to be hereto affixed
and these presents to be signed by their proper officers, the day and year first set forth above.
(L.S.)
Principal
Surety
By:
(SEAL)
(1) Date of Bond lUust be same date as BID.
(2) Bond must be signed or countersigned by Surety's proper Georgia Resident
Agent. Date of Power- of-Attorney shall be same date as date of Bond.
(3) Ifa Partnership, all partners shall execute Bond.
B-8 of 33
'FORM OF NONCOLLUSION AFFIDAVIT
(This Affidavit is Part of BID)
COUNTY OF A.I K~
)
)8S.
)
STATE OF ~f..l. (lA.~LJ/-JA
b-R(JS ~e~
being fITst duly sworn, deposes and says that he is I
6 ~~ ~~~ 011 ill ,1 p/ft.f
(Sole owner, a partner, president, secretary,etd.) l', '
of BEAM' ~ f' ^J>.rrP-4.I'_7JA.l r.,-r:JJc.. .
the party making the foregoing Proposal or BID that such BID is genuine and not collusive or sham;
that said BIDDER has not colluded, conspired, connived, or agreed, directly or indirectly, with any
BIDDER or person, to put in a sham BID, or that such other person shall refrain from bidding, and
has not in any manner, directly or indirectly sought by agreement or collusion, or communication or
conference, with any person, to fix the Bid Price of affiant or any other BIDDER, or to fix any
overhead, profit or cost element of said Bid Price, or of that of any other BIDDER, or to secure any
advantage against OWNER any person interested in the proposed Contract; and that all statements in
said Proposal or BID are true; and further, that such BIDDER has not, directly or indirectly
submitted this BID, or the contents thereof, or divulged information or date relative thereto to any
association or to any member or agent thereof.
:f) P a yn \ b C~nvLA ~.c.ch Ilj ,J}n ( -
(BIDDER)
Sworn to and subscribed before me this ~ 6' day of 0"" ^ ~l kf>.-"'-I
$)C4~1 f'),s:>..... ~ ,0 !,;~l ~
,20DJ
~\\{ Q ~
County '~nv--~ (' ns\'l\.\i'"'-t:J....
My Commission expires \) ~O'Q .o~<" \ <\ '
, 20 11'\.
(SEAL)
B-9 of 33
(TIllS REPORT IS PART OF THE BID)
EQUAL OPPORTUNITY~REPORT STATEMENT
AS REQUIRED BY 41 CFR 60-1.7(b)
The BIDDER (Proposer) shall complete the following statement by checking the appropriate blanks.
Failure to complete these blanks may be grounds for rejectionofbid:
1. The BIDDER (proposer) has -L has not _ developed and has L- does not have
_ on file at each establishment affIrmative action programs pursuant to 41 CFR 60-1.40
arid 41 CFR 60-2.
2. The BIDDER (proposer) has L- has not ~ participated in any previous contract or
subcontract subject to the equal opportunity clause prescribed by Executive Order 11246, as
amended.
3. The BIDDER (Proposer) has 1- has not _ filed with the J oint Reporting Committee
the annual compliance report on Standard Form 100 (EEO-l Report).
4. The BIDDER (Proposer) does _ does not _ employ fifty (50) or more employees.
NAME OF BIDDER: ~.AM..'s ('--OIJT12L1rr:r'Nc; ::r:NC-.
. .
BY: tf rt.Q~ --::g o? CvYl-
TITLE:
pl"l j ~ Jl /;J,
DATE:
11z-5,/0'7
I I
B-IO of33
BIDDER'S AFFIDAVIT
(This AffIdavit is part ofthe BID)
STATE OF .sovTI-\ f'.A.ru::JU/J1J.. )
COUNTY OF A II< t='.AJ )
{)Mco$e~
being duly sworn, deposes and says that he resides at J Ij I if ~ Pt t/ U e-.s/ ~S c.
that he is the
p^i~rW
(Give Title)
who signed the abode Proposal or BID, That he was duly authorized to sign and that the BID is the
true offer of the BIDDER, that the seal attached is that seal of the BIDDER and that all the
declarations and statements contained in the BID are true to the best of his knowledge and belief.
tG a~ ~ n
.. :t\ffiant)
Subscribed and Sworn to before me this ~ day o~ ~~ 2Q>,.
V~'-C"A-.''h C\~LUD
(Notary Public)
My Commission expires
G l,l~~-e..r \ <i
,2ott\
(SEAL)
B-llof33
DISADVANTAGED BUSINESS ENTERPRISE PROGRAM
The following bid conditions apply to this Department of Transportation (DOT) assisted contract.
Submission of a BID/proposal by a prospective Contractor shall constitute full acceptance of these
bid conditions. . . .
(1) DEFINITION - Disadvantaged Business Enterprise (DBE) as used in this Contract shall have
the same meaning as defined in Subpart D to 49 CFR Part 26.
(2) POLICY - It is the policy of DOT that DBEs as defined in 49 CFR Part 26 shall have the
maximum opportunity to participate in the performance of contracts and subcontracts
financed in whole or in part with federal funds. Consequently, the DBE requirements of 49
CFR Part 26 apply to this contract.
(3) DBE OBLIGATION - The Contractor agrees to ensure that disadvantaged business /-
enterprises as defined in 49 CFR Part 26 have the maximum opportunity to participate in the '.-
performance of contracts and subcontracts fmanced in whole or in part with federal funds. In
this regard all Contractors shall make good faith efforts, as defined in Appendix A, 49 CFR
Part 26 to ensure that DBEs have the maximum opportunity to compete for and perform
contracts. Contractors shall not discriminate on the basis of race, color, national origin, or
sex in the award and perfonnance of DOT assisted contracts.
(4) COMPLIANCE/CONTRACT ASSURANCE - The CONTRACTOR or his/her
subcontractor(s) shall not discriminate on the basis of race, color, national origin, or sex in
performance of this Contract. The Contractor shall carry out applicable requirements of 49
CFR Part 26 in the award and administration of DOT assisted contracts. Failure by the
CONTRACTOR to carry out these requirements is a material breach of this Contract, which
may result in the termination of this Contract or such other remedy as the OWNER deems
appropriate.
(5) SUBCONTRACT CLAUSE - All BIDDERS and potential Contractors hereby assure that
they will include the above compliance clause in all subcontracts which offer further
subcontracting opportunities.
(6) CONTRACT AWARD - BIDDERS are hereby advised that meeting DBE subcontract goals
or making an acceptable good faith effort to meet such goals are conditions of being awarded
this DOT assisted contract.
(7) DBE PARTICIPATION GOAL. The requirements of 49 CFR Part 26, Regulations of the
U.S. Department of Transportation (DOT), apply to this contract. ltis the policy of the
OWNER to practice non-discrimination based on race, color, sex, or national origin in the
award or perfonnance of this contract. All firms qualifying under this solicitation are
encouraged to submit bids/proposals, Award of this contract will be conditioned upon
B-120f33
satisfying the requirements of this bid specification. These requirements apply to all
BIDDERS, including those who qualify as a DBK
The attainment of goals established for this contract is to be measured as a percentage of the
total dollar value of the contract. The goal the Owner has established for this contract is as
follows:
15.17% of the Contract to be performed by DBE firms (based on historical
availability of references and the Engineer's deter:mination that the above prescribed
percentages of the total project work is available to be performed by disadvantaged
business enterprise (DBE) firms within the project area). .
(8) AV AlLABLE DBES - The OWNER requires that in order to be counted toward the DBE
participation percentage, that a DBE firm be certified in accordance with Federal Regulation
49 CPR 26. The OWNER has verified that the Georgia Department of Transportation
utilizes these criteria and thus will accept DBE's from ONLY the GDOT "DBE Certified
List". BIDDERs are encouraged to inspect the GDOT "DBE Certified List", to assist in
locating DBEs for the work. Credit toward the DBE goals will not be counted unless the DBE
to be used can be certified by the OWNER. .
(9) CONTRACTOR'S REQUIRED SUBMISSION - The OWNER requires the submission of
the following information with the Bid. Certain other DBE information may also be
required.
B-13 of33
81/25/2aa7 11:89
8a38271868
BEAMS CONTRACTING
PAGE El2/El3
DISADV ANT AGF..J) BUSI~SS ENTERPRISE (DBE)
CONTRACTORS
ClassiflcatjOD
DBE Firm Name Pr:me, Sub.,
Address Joi: rt, Mfr., or ~criptioD of Do2lar Value
Telephone :;upplier Work of Work
1.~_ 1 " - - ~ .... I' _J
. , ; - I S 'Y!, !.1'2.....oo
IAIL-I... -. -1--- .- J' Jiu_ ,,1: ScJb~~'" " __ J'
. " "
2.
$
3.
$
4.
S
5.
5
Affirmation:
The above-named DBE firm(s)has(have) affitm,~ that it will perform the portion of the Contract
listod r the ..limatod doll", wlue as stated .1.H<. J'
~
(Title)
8-14 ;>03
e1/25/2ae7 11:e9
Sel38271BE>S
BEAMS CONTRACTING
PAGE El3/El3
Letter lflateut
Name of bidder/offeror's firm: '&.~~ ~ ~~W('.. :-r.Alr. J
.
Address:
4-~""t,E.A.~.. y .........-J
City:
&,,""#pJ,.. 7'...."" I~.J
State: .sc- Zip: Z!~.g.qz..
Name ofDBE finn: t:b.vJ~'1i (fib- ~A-&.Cf.d: ~ 4+ (,,,,,L ,....,.;.;~..-., tl H.~.f.'A. ,
Address: n.?~.A I-I.',~....",,;, I
City:
lor ~~~~
~ :e: a.d,.
Zip: ..!i:n~ ~
Telephone: (~) .5Cf7
- 37.:!!o?
Description of work to be per.fonned by DBB fir rn:
'+ ._ I' .._ .J' .. ~ f ~J.___
. -. .-S.! .~~~~.J' ~Ch~ e.;p__/_~ M~~~_ _ _ _ _ _ _ _ _ _ _ _ _ _ _
--------.--.--------------------.. ----------~-------------_.--
---.------------------------.----.------------------------~---
--~-------------_._---_._--_._--_._--.---------------------~--
The bidder/offeror is committed to utilizing the above-named DBE firm for tile work described
above. 'The estimated dollar value of this work. i>> $ /.3I-f,2.It..OO.
Affirm.dOD
The above-namedDBE firm will perform. the poTion of the contract for the estimated. dollar value as
stated above.
1.f~,~~
~ (Sign~) -
'~~
(Title)
lithe biddtrJofferoT docs not receiveawllrd of the prime contract, any and aU representations
In tills Letter of Intent and Affirmation shall lit null and void.
(Submit this page:: for each OBE subcontractor.)
B-16 003
DISADVANTAGED BUSINESS ENTERPRISE (DBE) TOTALS SUMMARY
'3SS /~c;(,,2-,!;.
Total price bid (Base Bid) $ <1;.1 ~? <;:/9 S
Total DBE value (Base Bid)
$
~ $5') C-I c" Db
2.L1.0~
~%
Total DBE percent (Base Bid)
Total Price bid (Base plus Additive Bid No.1)
$
ti $.9.00/}.C::O
TotalDBE value (Base plus Additive Bid No.1)
$
q'J 1'7~C>c::>
Total DBE percent (Base plus Additive Bid No.1)
10,7/ %
The OWNER proposes to award the contract to the lowest responsive and responsible BIDDER
submitting a reasonable bid provided he has met the goals for DBE participation or, if failing to meet
the goals, he has made an acceptable good faith effort to meet the established goals for the DBE
participation. BIDDER is advised that the OWNER reserves the right to reject any or all bids
submitted.
(10) GOOD FAITH EFFORTS - If the BIDDER fails to meet the DBE subcontract goals
established in Paragraph 7 above, the following information must be submitted prior to
contract award to assist the OWNER in determining whether or not the BroDER made
acceptable good faith efforts to meet the contract goal. This information (when applicable),
as well as the DBE information, should be submitted as specified in Paragraph 9 above.
Suggested guidance for use in determining if good faith efforts were made by a BIDDER is
included in Appendix A of 49 CFR Part 26.-
The evidence of good faith efforts must be submitted by any BIDDER who wishes to be .
considered, within 48 hours after the BIDs are opened. The burden of submitting this evidence
rests solely with the BroDER and not upon the OWNER .
A list of the efforts that a BIDDER may make and the OWNER may use in making a
determination as to the acceptability ofa BIDDER's efforts to meet the goal as included in
Appendix Aare as follows:
a. Whether the BIDDER attended any pre-soliCitation or pre-bid meetings that were.
scheduled by the recipient to inform DBEs of contracting and subcontracting
opportunities. The BIDDER must solicit this interest within suffitienttimeto allow
the DBEs to respond to the solicitation. The BIDDER must determine with certainty
if the DBEs are interested by taking. appropriate steps to follow up initial
so licitations;
B-17of33
b. Whether the BIDDER advertised in general circulation, trade association, and
minority-focus media concerning the subcontracting opportunities;
c. Whether the BIDDER provided written notice to a reasonable number of specific
DBEs that their interest in the contract was being solicited in sufficient time to allow
the DBEs to participate effectively;
d. Whether the BIDDER followed up initial solicitations of interest by contacting DBEs
to determine with certainty whether the DBEs were interested; .
e. Whether the BIDDER selected portions of work to be performed by DBEs in order to
increase the likelihood that the DBE goal would be achieved . (including, where
appropriate; breaking out contract work items into economically feasibie units to
facilitate DBE participation, even when the BIDDER might otherwise prefer to .
perform these work items with its own forces);
[ Whether the BIDD ER provided interested DBEs with adequate information about the
plans, specifications, and requirements of the contract in a timely manner to assist
them in responding to a solicitation;
g.
(1)
Whether the BIDDER negotiated in good faith with interested DBEs, not
rejecting DBEs as unqualified without sound reasons based on a thorough
investigation of their capabilities. Itis the BIDDER's responsibility to make
a portion of the work available to DBE subcontractors and suppliers and to
select those portions of the work or material needs consistent with the
available DBE subcontractors and suppliers, so as to facilitate DBE
participation. Evidence of such negotiation includes the names, addresses,
and telel1hone numbers of DBEs that were considered; a description of the
information provided regarding the plans and specifications for the work
selected for subcontracting; and evidence as to why additional agreements
could not be reached for DBEs to perform the work.
(2) A BIDDER using good business judgment would consider a number of
factors in negotiating with subcontractors, including DBE subcontractors, and
would take a firm's price and capabilities as well as contract goals into
consideration. However, the fact that there may be some additional costs
involved in finding and using DBEs is not in itself sufficient reason for a
BIDDER's failure to meet the contract DBE goal, as long as such costs are
reasonable. Also, the ability or desire of a prime contractor to perform the
workof a contract with its own organization does not relieve the BIDDER of
the responsibility to make good faith efforts. Prime contractors are not,
however, required to accept higher quotes from DBEs if the price difference
is excessive or unreasonable.
h. Whether the BIDDER made efforts to assist interested DBEs in obtaining bonding,
lines of credit, or insurance required by the OWNER or Contractor; and
B-180f33
1. Whether the BIDDER effectively used the services of available minority/women
community organizations; minority/women Contractors' groups; local. and state
Federal Minority !Women Business Assistance Offices; and other organizations as
allowed on a case by case basis to provide assistance in the recruitment and
placement ofDBEs.
NOTE: The nine items set forth above are merely suggested criteria and the OWNER may specify
that you submit information on certain other actions a BIDDER took to secure DBE participation in
an effort to meet the goals. . A BIDDER may also submit to the OWNER other information on efforts
to meet the goals.
(11) BIDDER ASSURANCE- The BIDDER hereby assures that he is committed to meet one of .
the following as appropriate:
a. The DBE participation goal as established in Paragraph 7 above.
b. The DEE participation percentage as shown in Paragraph 9 which was submitted as a
condition of contract award.
c. The BIDDER (if unable to meet the DBE Goal of 15.17% the Contractor is
comIhitted to a minimum of % DBE utilization on this Contract and
submits acceptable full documentation demonstrating good faith efforts.
Agreements between BIDDER/proposer and a DBE in which the DBE promises not to provide
subcontracting quotations to other BIDDERS/proposers are prohibited. The BIDDER shall make a
good faith effort to replace a DBE subcontractor that is unable to perform successfully with another
DBE subcontractor. Substitution must be coordinated and approved by the OWNER.
The BIDDER shall establish and maintain records and submit regular reports, as required, which will
identify and assess progress in achieving DBE subcontract goals and other DBE affirmative action
efforts.
Name of BIDDER: ~S~Ma" ,~C-
.
IRS Number: s 7-0'XJ5449
By: .. b' /1.P7~(?f/YL--
Title: p I\..(J ,~ I J-t'k f
Date: I /2-5/07
NOTE: The penalty for making false statements in offers is prescribed in 8 use 1001.
B-190f33
CERTIFICATION REGARDING FAIR TRADE
The contractor or subcontractor, by submission of an offer and/or execution of a contract, certified
that it:
A. is not owned or controlled by one or more citizens or nationals of a foreign country included
in the list of countries that discriminate against U.S. firms published by the Office of the
United States Trade Representative (USTR);
B. has not knowingly entered into any contract or subcontract for this project with a contractor
that is a citizen or national of a foreign country on said list, or is owned or controlled directly
or indirectly by one or more citizens or nationals ofa foreign country on said list; and
C. has not procured any product nor subcontracted for the supply of any product for use on the
project that is produced in a foreign country on said list.
Unless the restrictions of this clause are waived by the Secretary of Transportation in accordance
with'49 CFR 30.17, no contract shall be awarded to a contractor or subcontractor who is unable to
certify to the above. If the contractor knowingly procures or subcontracts for the supply of any
. product or service of a foreign country on the said list for use on the project, the Federal Aviation
Administration may direct, through the sponsor, cancellation of the contract at no cost to the
Government. .
Further, the contractor agrees that; if awarded a contract resulting from this solicitation, it will
incorporate this provision for certification without modification in each contract and in all lower tier
subcontracts. The contractor may rely upon the certification of a prospective subcontractor unless it
has knowledge that the certification is erroneous.
The contractor shall provide immediate written notice to the sponsor if the contractor learns that its
certification or that of a subcontractor was erroneous when submitted or has become erroneous by
reason of changed circumstances. The subcontractor agrees to provide immediate written notice to
the contractor, if at any time it learns that its certification was erroneous by reason of changed
circumstances.
This certification is a material representation of fact upon which reliance was placed when making
the award. If it is later determined that the contractor or subcontractor knowingly rendered an
erroneous certification, the Federal Aviation Administration may direct, through the sponsor,
cancellation of the contract or subcontract for default at no cost to the Government.
Nothing contained in the foregoing shall be construed to require establishment ofa system of records
in order to render, in good faith, the certification required by this provision. The knowledge and
information of a contractor is not required to exceed that which is nonnally possessed by a prudent
person in the ordinary course of business dealings.
B-20 of33
This certification concerns a matter within the jurisdiction of an agency of the United States of
America and the making of a false, fictitious, or fraudulent certification may render the maker
subject to prosecution under Title 18, United States,Section 1001.
NAME OF BIDDER: ~~~c:; f'f'lN~AIf'..,.:J:MG
,
BY: 6/U'~~QVY~
TITLE:-fYt~ riu j
DATE: 1 !;)..~/ 0'/ //z.sja7
B-21 of33
CERTIFICATE OF PROMPT PAYMENT
The prime contractor agrees to pay each subcontractor under this prime contract for satisfactory
performance of its contract no later than seven (7) days from the receipt of each payment the prime
contractor receives from the Owner. The prime contractor agrees further to return retainage
payments to each subcontractor within seven (7) days after the subcontractor's work is satisfactorily
completed. Any delay or postponement of payment from the above referenced time frame may occur
only for good cause following written approval ofthe Owner~ This clause applies to both DBE and
non-DBE subcontractors.
NAME OF BIDDER: ~.AM's ('../)MT1?).(,T1A/G.) 'LNt<
BY: 6 --u~~ ()yJ
DATE:
r1--tJ~i ~~
,/2-107 .
TITLE:
B-220f33
BUY AMERICAN CERTIFICATE (JAN 1991)
By submitting a BID/proposal under this solicitation, except for those items listed by the BIDDER .
below or on a separate and clearly identified attachment to this BID/proposal, the offeror certifies
that steel and each manufactured product, is produced in the United States (as defined in Article 23
of Instruction to Bidders "Buy American - Steel and Manufactured Products For Construction
. Contracts") and that components of unknown origin are considered to have been produced or
manufactured outside the United States.
PRODUCT
hA9~on~
Signature of BIDDER
COUNTRY OF ORIGIN
. P l\ L0i llyt- 1-
TItle .
B-230f33
SUBCONTRACTS EXCEEDING $10,000 WHICH ARE NOT.
EXEMPT FROM THE EQUAL OPPORTUNITY CLAUSE
Certification of Nonseereeated Facilities
The federally assisted construction Contractor certifies that he does not maintain or provide, for his
employees, any segi-egated facilities at any of his establishments and that he does not permit his
employees to perform their services at any location, under his control, where segregated facilities are
maintained. The federally assisted construction Contractor certifies that he will not maintain or
provide, for his employees, segregated facilities at any of his establishments and that he will not
permit his employees to perform their services at any location, under his control, where segregated
facilities are maintained. The federally assisted construction Contractor agrees that a breach of this
certification is a violation of the equal opportunity clause in this contract. As used in this
certification, the term "segregated facilities" means any waiting rooms, work areas, restrooms and
washrooms, restaurants and other eating areas, timeclocks, locker rooms and other storage or
dressing areas; parking lots, drinking fountains, recreation or entertainment area, transportation, and
housing facilities provided for employees which are segregated by explicit directives or are in fact
segregated on the basis or race, color, religion, or national origin because of habit, local custom, or
any other reason. The federally assisted construction Contractor agrees that (except where he has
obtained identical certifications from proposed Subcontractors for specific time periods) he will
obtain identical certifications from proposed Subcontractors prior to the award of subcontracts
exceeding $10,000 which are not exempt from the provisions of the equal opportunity clause and
that he will retain such certifications in his files.
4~t>"'""
Signature of BIDDER
~ : AM i-
f Title
B-24 of 33
PERFORMANCE OF WORK BY SUBCONTRACTORS
The BIDDER hereby states that he proposes, if awarded the Contract, to use the following
subcontractors on this project: List below all proposed subcontractors and trade specialties. (List
only one subcontractor for each item.) The BIDDER shall obtain prior written permission of the
OWNER should he choose to add or substitute other subcontractor(s) not shown herein.
Item
Name of Subcontractor
Estimated Dollar Value
I'l.... T-en..p .~: t+ F_c,o.
~..A"~I 6ay Gor6-"-<;;'7
if:. ~,cxo;o:> .
L.s. rem!; &no::::: "",,-AV.L--l+""-j t!..nUIL+,.;1 ~y ;4~r"A 5=,.<:'/~:J
1;. 15,C0t2. ex::> .
I '
ILl. c'rb-SS'^-j fMLllc..t...
~"'A.+ry ~ ~r7~si,,-,
~ 1$,000.00
Act. ~r~<:':~ iMulti
f!bIJ/IJ+,..., ~y ~r/) .<,,<:..~/
I
1> 3,~76.oo.
*
~
.3. 1 z.. 1:> . 00
,
A~. -r ~"r.s,' H-r=-..t'-P_
e.ouU1-')' ~ e" rA-c;9~
A..& -r~""'-/I.e.rCl<:':~ M.:tJ..h''-'J
I
r rYJAJ+rv Rnt c"nL<;:<:,.;,.,.,
I
IO,SOC>.. 0 D
,
Estimated Total Cost of Items that BIDDER states will be performed by Subcontractors:
($ 5(..,300,tiD )
B-25 of 33
rJ:J.
~
o
E-4
U
~~
Z '""
o <B .
U <I.l ~
t> 0
~~-
~~]
r... 0 ]
"wi 0.....
Z.J:l CIl
~~ ~ .~
s:: I-
o ~
. en .....
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~.....O
o I-.
::s p.
~ 0" "C
I-. o.
0.....
, CIl
< en.....
Z.S ~
"C,
Z :g.f:-;
O.J:lO
)oooOCIlO
~.g
f;l;;lt.+::
~==
0-<
~
f;l;;l
Q
Q
~
=
-;
=
1:1
==
-<
M
M
4-0
o
\0
N
I
~
BIDDER CERTIFICATION REGARDING
DEBARMENT, SUSPENSION, INELIGIBILITY AND VOLUNTARY EXCLUSION
LOWER TIER COVERED TRANSACTIONS
PURPOSE: The OWNER has the responsibility to ensure that it does not enter into a contract
for goods or services with any firm, person, etc. that bas been debarred, suspended, deemed
ineligible or bas voluntarily excluded themselves from participation in federally funded
programs. Note thatthe term "prospective lower tier participant" has the same meaning as the
term BIDDER. Completion of this Certification by the BIDDER is a condition of BIDDER's
responsiveness to this BID.
INSTRUCTIONS FOR CERTIFICATION.
1. By signing and submitting this proposal the prospective lower tier participant (BIDDER) is .
providing the certification set out below.
2. The certification in this clause is a material representation of fact upon which reliance was
placed when this transaction was entered into. If it is later determined that the prospective
lower tier participant (BIDDER) knowingly rendered an erroneous certification in addition
to the remedies available to the Federal Government, the department or agency with which
this transaction originated may pursue available remedies; including suspension and/or
debarment. .
3. The prospective lower tier participant (BIDDER) shall provide immediate written notice to
the OWNER if at any time the prospective lower tier participant (BIDDER) learns that its
certification was erroneous when submitted or has become erroneous by reason of changed
circumstances.
4. The terms "covered transaction", "debarred", "suspended", "ineligible", "lower tier
covered transaction", "participant", "person", "primary covered transaction", "principal",
"proposal", and "voluntarily excluded", as used in this clause, have the meanings set out
in the Definitions and Coverage sections of rules implementing Executive Order 12549.
5. The prospective lower tier participant (BIDDER) agrees by submitting this proposal that,
should the proposed covered transaction be entered into, ifshall not knowingly enter into any .
subcontract (any lower tier covered transaction) with a finn, or person who is debarred,
suspended, declared ineligible, or voluntarily excluded from participation in this covered
transaction, unless authorized by the department or agency with which this transaction
originated.
6. The prospective lower tier participant (BIDDER) further agrees by submitting this proposal
that it will include the clause titled "Certification Regarding Debarment; Suspension,
lneligibility and Voluntary Exclusion - Lower Tier Covered Transaction", without
B-270f33
modification, in all subcontracts (lower tiec covered transactions) and in all solicitations for
such subcontracts (lower tier coveced transactions).
7. A participant (BIDDER) in a covered transaction may cely upon a certification of a prospective
participant in a lower tiec covered transaction that it is not debarred, suspended, ineligible, or
voluntarily excluded from the covered transaction, unless it knows that the certification is
erroneous. A participant may decide the method and frequency by which it determines the
eligibility of its principals. Each participant may check the Nonprocurement List.
8. Nothing contained in the foregoing shall be construed to cequire establislunent of a system of
records in order to render in good faith the certification required by this clause. The knowledge
and informatioriof a prospective lowec tiec participant (BIDDER) is not required to exceed that
which is normally possessed by a prudent person in the ordinary course ofbusiness dealings.
9. Except for transactions authorized under paragraph 5 of these instructions, if a participant in a
covered transaction knowingly enters into a lower tier covered transaction with a person who is
suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in
addition to other remedies available to the Federal Government, the department or agency with
which this transaction originated may pursue available cemedies, including suspension and/or
debarment. .
(THE REMAINDER OF THIS PAGE IS INTENTIONALLY BLANK)
B-28 of 33
BIDDER CERTIFICATION REGARDING
DEBARMENT, SUSPENSION, INELIGIBILITY AND VOLUNTARY EXCLUSION
LOWER TIER COVERED TRANSACTIONS
This certification is required by the regulations implementing Executive Order 12549, Debarment and
Suspension, 24 CFR Part 85, Section 85.510, Participants' responsibilities. The regulations were
published as Part VII of the May 26, 1988 Federal Register (pages 19160-19211).
(BEFORE COMPLETING THIS CERTIFICATION, READ INSTRUCTIONS)
(1). The prospective lower tier participant (BIDDER) certifies, by submission of this proposal, that.
neither it nor its principles are presently debarred, suspended, proposed for debarment, declared
ineli~ble, or voluntarily excluded from participation in this transaction by any Federal
department or agency.
(2) Where the prospective lower tier participant (BIDDER) is unable to certify to any of the
statements in this certification, such prospective participant (BIDDER) shall attach an
explanation to this proposal.
Name and Address of BIDDER's Organization:
:R€.AJ.t. <::.., c..DJ-.tTP AL::l'INt'",)rAII'_
. 'G.:s3.'s' A..+o~~ ~e.-'
7-. pop J' h :c c::.. \ AA..d)'r:::,{' 2. C) '254 2..
Gru~~~
Name 0 IDDER's
Authorized Representative
(please Print or Type Name)
6/U.~~
Signature of BIDDER's
Authorized Representative
~ JLRJ~ I ~PA/lJ
Ii le of BIDDER's
Authorized Representative
(Please Print or Type Title)
1/?-5/07
I I
Date
B-29 of33
BIDDER QUALIFICATION QUESTIONNAIRE
Submitted by
~AAA'c:.. r-DNT2...Af'TIAI('",) :rJJe-
Name of BIDDER .
General Contractor's License # 2.."R? 0 ?()
( ) An Individual
( ) A Partnership
(q/\ Corporation
Federal Identification # S7-D7D5449
Principal Office Address:
1-.335. A4b/l'\.; c.-- J2o~
"&"'1"'1.J,. -r.<::,.I~..$C, 2.9'2!,42-
I
(l) How many years has your organization been in business as a contractor under your present
name?
? R '-It<> Jl .-:s..
(2) How many years experience in construction work has your organization had as a general
contractor?
Z2:.'ft:=AV <::.
As a Subcontractor?
2L) '{ ;:;:AiLs.
(3) List below the requested information concemingprojects your organization has completed in
the last five (5) years for the type of work required in this project (Use additional sheets if
necessary)
Project
Title
Contract
Amount
Required
Completion Date
Actual
Completion Date
Name! Address/T el
of Owner
.<;.~ A.+t".~J-u----l sJ-,-~+.s.
B-30 of 33
(4) Have you ever failed to complete any work awarded to you? If so, where and why?
ND
(5) Has any officer or partner of your organization ever been an officer or partner of some other
organization that failed to complete a construction contract? If so, state name of individual,
name of other organization, and reason therefore.
N6
(6) Has any officer or partner of your organization ever failed to complete a construction contract
handled in his own name? 1f so, state name of individual, name of owner and reason
therefore.
1Jf)
(7) Give below any information which would indicate the size and capacity of your organization,
including number of employees, equipment owned by your organization, etc., which are
. available for utilization on this Contract.
/'-'Z::, ~Njl~,pp "
P:"-l'J'II'Vw".-^- -t ~ See- k+t-_fi-I"l. ,..~ :sJ..._e,.d-c..
(8) What is your bonding capacity? is l~, ()()(')/ (')00 .1")1')
(9) What amount of your bonding capacity has been used as of the date of this bid?
i ~ DOC} (,;)DtJ. DO.
B-3l of33
(10) How many applications for performance and payment bonds have you made in the last
three (3) years?
Atr-.r/")."X , t'__ C:>
I .
(11) How many of these applications were not approved? ,t..J.ONE-
(12) Have any claims been filed against a bond provided for you by your surety bond company in
the last five (5) years? If so, describe the nature of the claims and give the names of the
surety companies, dates of each claim, identifying numbers of each claim, amounts of each
claim, and the status of each claim. (Use additional sheets if necessary.)
NO.
(13) Have your company been in disputes or litigations in the last five (5) years over construction
projects which are completed or still pending for completion? If so, describe the nature of
the disputes or litigations and state the Owner's Name, Address, Telephone, and amount of
disp~tes or litigations. (Use additional sheets if necessary.) .
Al6
B-32 of 33
I, the undersigned, do hereby declare that the foregoing statements are true and correct, all as ofthe
date hereinafter set forth, and that those examining this document have my permission to contact any .
or all of those parties listed in this questionnaire. Incorrect or misleading statements in this
questionnaire shall be grounds for a determination of nonresponsibility with respect to such
contractor.
**************~***************************************************************
I .
"R:,.FAJV.... ~ (' ()AJ~C--nNt",,~C-
(SIGNATURE OF B DER)
6~U7.~ i pet/fV~
I)
~ I ~ r .^Arrf2.ij(I;r 1).-1& , -r.-NC- .
. (TYPE OR PRlNT CaMP ANY NAME)
"
2-335 A+oM.,'c.. ~ E,.::>./J'J... -r:c;t-~~q ~ 2-9.z~~
(TYPE OR PRINT ADDRESS) ..
B-33 of 33
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:.', \,. ACI2 .. 99 INGERSOLL RAND AIR COMPRSSR .!2S8E6R1'15Ag~L "NO I'S,v1"L'L"','.NG_RA-TE
EQUIP ':CTGY CODE EQUIPMENT NOe.QU'p DESc . .... -.... .
-..:..-.-----~~-,. .r----.--~-- ._------.. .-. --' 1-
.~,~- --~: -=~.=:=-~~ ~=~.~~. ~= ~~~~.~~ ~~_~~_~~~.___ ...,_, i 38885 i . _....JI
.AB 3 . ARROW SOARD 831403 ...;}
AB 4 ARROW BOARD 0795'00'3- . .. ..- '-~
.-.-..., ---.---'.-"'-'- .- -.--
AC 1 ATLAS AIR COMPRESSOR HOL602656 .___'__' . _~j
AC 2 99 INGERSOLL RAND AIR COMPRSSR 286159 ~. ,,0
AC 3 83 INGERSOLL RAND AIR COMPRSSR 131645..._.._ .-_~....,..~=_~--====-_.:-:Q
AC 4 96 ATLAS COPCO AIR COMPRESSOR HOL602657.-' ~'1
..---_.' -, .. . ...-..--.....--.-.-.---
AR 1 ASPH RECYCLR (INFRARED) . ,";1)
BH 1 . 94 CAT 416 BACKHOE 08)(1<0046'7. . I' .. -:}
<. B.I::! ?__.,__ JOH.tJ_,[)~:~B~~.!O~-=-~$!fR-TfRE[f~KEC',~ t03'10CA766078 I '-. ."0
.' BH 3 95 CAT 416B BACKHOE 08SG09176 ':.D
.-..-.-----.-S.H 4~-" . ..__.m._ ... 75'j6HN'DE~RE'31-0SE'BACKHOE 48-15752 'I.. ':;.:")0
---. BH 5 '6'noRiri5EERE-8AC-KH6E-3ToSE-"'~ T0310SE883161 .-..--- ';0
BH 6 DO NOT USE - WRONG CO ---....-1. ". )0
BH 6 DO NOT USE-=-V\TROr:;k'--co .-..- ----"'-~-----5~60
BH 6 00 CAT 4f6c4MEBACKHOE -- 5YN15872---":':5'o
BH 6 00 CAT 416C4ME-SACKHOE'-------.... u 5YN1'S'S72 0.00
BH 7 CAT 416 C BACKHOE---.----.--.. '05YNCfo9"86 ... '--~.-16
----"-,_.....~.__...~---- --,~_..... ......... ---
BH 8 00 JOHN DEERE 310SE BACKHOE T0310SE888431 ': -")
..-- -- .-. ---
BH 9 01 JOHN DEERE 310E BACKHOE T0310EX850029 . ..UO
BU 1 95 HARDEE BUSH HOG .-- , . ... . .. ! J
CA 01 RST OMNIBUS CAMERA-f/'JS"PECT SYS . ... .' -:0
eM 1 CEMENT MIXERS - Mise :...._-_..~... ...... - - :.<0
...-... ... -.------
CU 1 ASPHALT CURB MACHINE QNKN.Q'fJ.t!. ..... ...n._m ____ __.....9.:.00
CU 2 SOLD DO NOT USE 570788184 . .vl)
CU 3 5700B POWER CURBER 5700B-01-0220460n_.n. .. n--.-._..-..O.OO
DZ 1 95 CAT D5H XL DOZER 8RJ.04~}l_L_. ..... ._.: .__~_=.~-'~'-:J
DZ 3 D5M DOZER 4TF31679:;J
FL 2 CASE FORKLIFT 585C JJG0067858. ,~ __n_''''_''_ .:.5
FL 3 . NISSAN P50 FORKLIFT 9H0945-~---n.. ~... - _.::~
FL ~____ C?_f3!\~g~LL SKY~F.j~--~=~.-:--:- 8344007L - ... ,)
GN 1 991NGRSLL RND GENERATOR 299635UDJ810 3}
GN 2 VACUUM GEN'ERA'TOR-------.I-----... . ...... "--~j
GN 3 GENSET 50KW 391'i1r-n-... .. ----"-:-J)
LI 1 SIMONS TELES"c6PIN'GTIFT E5lf4 --.... . .. I ' _J
LL 1 -- LINE LASERS-=-Misc------...-.--' _m... I ~O
.____.. ....___ ..__ .._..... .. n..
LO 1 91 KOMATSU WA250 LOADER 12472 'JO
LO 2 86 JOHN DEERE644CTo'AbER-- ,nn__ DW644CB504837 .~ . - -- '\0
La' 3 89 KOMATSU 250 LOADER A60153----- _. . ..-. - .- __..u .------ - -n
LO 4 97 MELROE 743B BOBCAflb-ADER 509322736'--'~--' .. -..-----. ',,)
LO 5 98 CAT IT28 LOADER---.-'--.SCR009.12 I ..... n.n :;0
I
LO 6 99 MELROE EiOSCATTo'ADER--._..-....- 515816151 i .' :~O
LO 7 2000 JD TC54H LOADER DWTC54H572127..... .. .----:.':'\0
,'m' .....___ ____ .....____
LO 8 SOLD __ 426Q.~.1~9.9_1g4~~ .._ . ________ . J
LO 9 BOBCAT 753 LOADER . 515837935 0.00
MG 10--' 84 CAt-140GMOro'RGRA'DER---'--' , 72'10770i . jO
_ ...__._______~__...____....__ . .n.""_'__~.."'.' ......~,_. _
MG 7 94 CAT 12G MOTORGRADER 61M15615 ';0
.... - ~_.. ..--.----.
MG 8 97 CAT 12H MOTORGRADER 4XM01483. 'D
- ..- .....-----
MG 9 00 CAT 12H MOTORGRADER _ 4XM02009__.... ... _____~. 10
MS AU1 AUGER 0.00
________n__._.__.________.___... .. ....-
MS AWT1 ASPHALTWATER TANK & PUMP U~KNOWN. ..... .....__...__~.. 0.00
MS BL1 BLOWER CB0121 0.00
_._.~_....,--
MS BL2 BLOWER 0.00
.- ..- -....... .--.....----.
MS BL3 BLOWER 021301045 0.00
-. ......-.-...-...---.-
MS BLV1 BUILDERS LEVEL TD5862 0.00
_._._..._. .~_ .__. . ._u__._.___.__
MS CH1 HILTI COMBI-HAMMER ._, __+...'..____ 0,.:22
MS COS1 STIHL 400 CUT OFF SAW UN ; 0.00
MS COS2 HUSKY 371 R CUT OFF SAW 012400074--.... ..:: ".-..-~~~= 0:9..Q
MS CP1 CENTRIFICAL PUMP WT30X GX240-242 . 0.00
MS CP2 CENTRIFICAL PUM-P PT3A 672905783 . --.._.....~--o.oO
.. .. ..---'----
MS CS1 CONCRETE CHAIN SAW ._ ____ ___ In._._O.OO
MS CU1 USE CU1 ____ UNKNOVY~ I'. _ u_' 0.00
MS FS1 FLOOR SAW HONDAGX390 (BLUE) I 0.00
MS FS2 FLOOR SAW STURTSAWilS~p~Y-'--76=-24--" I n - '''--'0.00
... ..____.._. ___._._..________._._c.::..:.:..:.:.:
MS FT1 FORM TRAILER
.....__._~._._-.:"..=-:--_._-----_..__.- -....-
._. _ . MS FT2 FORM TRAILER DUAL AXLE
.. . 'MS HB1 HO[MES-BRddr~,_--F.OR IT28
.._._......_.____ ~:._... n_.___" __.~_______... -.. .-.
MS HD1 HILTI HAMMER DRILL TE65
---------.---.--MS- HG1--------- BUSH-HOG .-- - .... n ..... ------.
MS HL1 HYDRAULIC LIFT FOR PT1 .u___ _ . _ _.._._ .. ____
MS HTP1 HYDROSTATIC TEST PUMP 207567:t!QNDA__.__ __ ____
MS HTP2 HYDROSTATIC TESTPUMP-HONDA 5.5 . UNKNOWN
MS JH3 JACK HAMMER 30#
- ---- .-- ------ .. .
\. . MS ..!!1 JUMPING JACK TAMP BS60Y ?~O_~~!.~~__
.MS JT2 JUMPING JACK TAMP BS60 755105361
______ __u___.____
.MS JT4 WACKER JUMPING JACK TAMP 67460338~
... MS JT6 JUMPING JACK TAMP WACKER 5119384
___..__ ___ __~____~~ {1]-----.'-..------ ~y_MPIN~J.Aq!S f~~~:~~60Y_____=_-~-- :6.7~e:63j84
________ MS JT8 BS60Y JUMpING JACK TAMP 677901801
MS L220 LASER PLANE22DM60EL L-226-~---- 3~1'118--u
_.~.- --.-.-----.
MS LP1 LASERPLANE 220 SPECTRAPHYSICS 3188
MS LP3 LASER PLANE-SOOC sPEcTR.A;'"PREC:----- 47574
____________~~ 'G:_ _-==== AMTDA FL05bTIGHT ___ _ ..n_' . ~-- ~- 5080D15MH
MS L V1 LEVEL ____ lQ.!llZ~_ .
MS MGL 1 MOTOR GRADER ~_SER_._ _ _.. . _. ... ___ _ . _ ....
MS MPS1 MULTIPURPOSE SAW JOHNDEER 380 JT349001
-.-----
MS MX1 CROWN MUD MIXER
._------~...
MS MX2 . CEMENT MIXER 554906
MS OT1-----'-'--- OFFTcE-fRAILER' LT GRE"E"N .-.- --..- ._- M - 'UNKNOWN
MS PFT PORTABLE FUELTANk:sMALC-----.... ____m._.
MS PG1 PORTABLE GENERATOR G-FI __un ..- . - ..-..- .-
MS PH1 PIPE HORN- TOM LAWHEAO----- ~--.-... -
.-.---.
MS PL3 PIPE LASER . 9957.
MS PT1 PLATE TAMP DPU0504~--------~ ill8~it2~.__ -. .
___~____,____~~?:r.~~__._____~~T..E_T!_Mp'~~~~QO?57~______.. . _ _ 5247365
______________ MS P.T?________.___ .__ P~!~_T!_~p _1??U2~~"OA.___ __.__ _.. ._?~~~}~?~57
MS PT3 PLATE TAMP B/S 135202 961195YA
MS PT4 PLATETAMPR4-00G----.-....--..-- fh29Cf--
MS PT5------m-pt.AfE-TAMP~VPAf350W ... 679303928 II
MS PT6 PLATE TAMP-.----a05901012
..___u.___._ __... .. ... -----.--
MS PT7 PLATE TAMP ____._ ___nn _ . _ I .._n 0.00
MS PT8 WACKER PLATE TAMP UNKNOWN 0.00
MS PW1 PORTABLE PRESSURE WASH iSO-0-PSI-Ti342 --~_~~'~~~:'._'_-~~ -=-___==~__ 0.00
MS PZ1 PIZZA CUTTER 0.00
MS PZ2 . PIZZA CUTTER -.. __h ____..____Uh ....._d -'---6-:-00
__.._...____~_____d. _. ._ .._____ -------~
MS STR1 GRACO LINE LASER STRIPER A1475. ~___ 0.00
MS STR2 GRACO 3500 STRIPER NONE FOUND.___ ..U_ _ _ _ _____..--:. :.
MS STR3 GRACO 5500 LINE LASER A2748 . J
....--...-. ... .... ".- ----------
MS TM1 TROWEL MACHINE 48~ CS1456 0.00
__,.,,,.,'h___ ___
MS TM2 TROWEL MACHINE 36" S13622 0.00
._.0"." _.......
MS TP10 TRASH PUMP HOMELlTE ~C?P.!f~:123~1.~_Q.~?~~_ ____O.:oq
MS TP11 MUD HOG PUMP CH&E l?Q.0.Pf~92_05.. .... ~_ __~
MS TP3 TRASH PUMP-MUD HOG 5538WRlD0109194 0.00
MSTP4 TRASH PUMP-MUD HOG 1604-.-- -. ..--HR1-72()"169. . .'0.00
-----. ... -..... --....--...--
MS TP5 TRASH PUMP- MUD HOG 3P613___u_~-. .________~.OO
MS TP8. TRASH PUMP CH&E D010195____ .d_m __.___~
MS TP9 TRASH PUMP HOMELlTE 111DP3-1 0.00
__. _..n _ _ . ........._.___._.__
MS TTL1 TAMP TRAILER-ASPHALT UK _.______. ____ 1.... ._____O.qQ.
MS WBB1 BILLY GOAT BLOWER MDL# QB1304H 02130_1~.? O~()(J
MS WD1 WELDER-PORTABLE 0.00
-..-...- ...... .---....--.....----
MS WT1 WATER TANK AND PUMP 0.00
MS WT2 WATER TRAILER FOR CURfn~1ACHlNE~~9J1~ nd-'~-b-:Cio
PL 1 -PIPE LASERS-=MTsc .. .-.-- -'- -._--~
.~_..- ._--_. ....... _...~._----
PL 2 PIPE LASER 1230 1230 0.00
PL 3 PIPE LASER 1437 1437 __~~.. __--:-:_~:~-__ Q.OO
PM 1 98 THOMPSON TRASH PUMP 6HT-906
PU 1 SOLD JT4RN64P-9-G5043669-.. -..-~--'- O.o~
J:.!:!..1"O________-- ~b_~g.__ _. .'. "-"---. _.. 1GCEK19R6TE158700 - -"'
PU 11 96 CHEV C3500 CREW fAB ~_ . . ___. .__ l..GJ~_~c..33R4TF00630 -- ~:.)
PU 12 96 CHEVC1500 EXTCAB (CAREY) 1GCEC19M6TE106131 _._.___.____~i
PU 13 96 CHEV K1500 EXT CAB (JOEL) 1 GCEK19R2TE209691-- i 01
DOT FORMS
5031
343323
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0.00
0.00
0.00
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(j)avis-qarvin }lgency, I ne.
AlA Document A310
Bid Bond
KNOW ALL MEN BY THESE PRESENTS, that we Beam's Contracting, Inc.
as Principal, hereinafter called the Principal, and Great American Insurance Company
a corporation duly organized under the laws of the State of Ohio
as Surety, hereinafter called the Surety, are held and firmly bound unto Augusta Aviation Conunission
as Obligee, hereinafter called the Obligee, in the sum of
Ten Per Cent (10%) of Amount Bid Dollars ( ),
for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind
ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these
presents.
WHEREAS, the Principal has submitted a bid for Runway 17-35 Safety Overrun Improvements Project at the
Augusta Regional Airport - FAA AlP NO. 3-13-0011-26-2003
NOW, THEREFORE, of the Obligee shall accept the bid of the Principal and the Principal shall enter into
a Contract with the Obligee'in accordance with the terms of such bid, and give such bond or bonds as may
be specified in the bidding or Contract Documents with good and sufficient surety for the faithful
performance of such Contract and for the prompt payment of labor and material furnished in the prosecution
thereof, or in the event of the failure of the principal to enter such Contract and give such bond or bonds, if
the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount
specified in said bid and such larger amount for which the Obligee may in good faith contract with another
party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to
remain in full force and effect.
Signed and sealed this
25th_ day of _January
, 2007.
t!1.-PA.P~A ~..,(J~
(Witness)
Beam's Contracting, Inc.
(Principal)
bAe'1 ~~
pres~(Title)
(Seal)
By:
'{P~J{JMJYJJJf
( Itness)
Great American Insurance Company
(Surety). . . (Seal)
By~~g~
. .. (Title) /
Attorney in Fact.
AlA Document A310 * Bid Bond * AlA * February 1790 ED * The American
Institute of Architects, 1735 NY Ave., NW, Washington, DC 20006
GREAT AMERICAN INSURANCE COMPANY@
Administrative Office: 580 WALNUT STREET . CINCINNATI, OHIO 45202 . 513.369.5000 . FAX 513-723-2740
The number of persons authorized by
this power of attorney is not more than THREE
No.O 17456
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That the GREAT AMERICAN INSURANCE COMPANY, a corporation organized and existing
under and by virtue of the laws of the State of Ohio, does hereby nominate, constitute and appoint the person or persons named below its true and lawful attorney-
in-fact, for it and in its name, place and stead to execute in behalf of the said Company, as surety, any and all bonds, undertakings and contracts of suretyship, or
other written obligations in the nature thereof; provided that the liability of the said Company on any.such bond, undertaking or contract of suretyship executed
under this authority shall not exceed the limit stated below.
Name
Address
COLUMBIA, SOUTH CAROLINA
COLUMBIA, SOUTH CAROLINA
MACON, GEORGIA
Limit of Power
ALL
$75,000,000.
BARBARA H. REGISTER
HERBERTL.DECUERS
JOHN R. WALKER
This Power of Attorney revokes all previous powers issued in behalf of the attorney(s)-in-fact named above.
IN WITNESS WHEREOF the GREAT AMERICAN INSURANCE COMPANY has caused these presents to be signed and attested by its appropriate
officers and its corporate seal hereunto affixed this 20TH day of APRil , 2005
Attest GREAT AMERICAN INSURANCE COMPANY
STATE OF OHIO, COUNTY OF HAMILTON _ ss: DAVID C. KITCHIN (513-412-4602)
On this 20TH day of APRll,2005 ,before me personally appeared DAVID C. KITCHIN, to me known, being
duly sworn, deposes and says that he resides in Cincinnati, Ohio, that he is the Divisional Senior Vice President of the Bond Division of Great American
Insurance Company, the Company described in and which executed the above instrument; that he knows the seal of the said Company; that the seal affixed to
the said instrument is such corporate seal; that it was so affixed by authority of his office under the By-Laws of said Company, and that he signed his name
thereto by like authority.
This Power of Attorney is granted by authority of the following resolutions adopted by the Board of Directors of Great American Insurance Company
by unanimous written consent dated March I, 1993.
RESOLVED: That the Division President, the several Division Vice Presidents and Assistant VICe Presidents, or anyone of them, be and hereby is
authorized, from time to time, to appoint one or more Attorneys-in-FlUt to execute on behalf of the Company, as surety, any and all bonds, undertakings and
contracts of suretyship, or other written obligations in the nature thereof; to prescribe their respective duties and the respective limits of their authority; and to
revoke any such appointment at any time.
RESOLVED FURTHER: That the Company seal and the signature of any of the aforesaid officers and any Secretary or Assistant Secretary of the
Company may be affixed by facsimile to any power of attorney or certificate of either given for the execution of any bond, undertaking, contract or suretyship,
or other written obligation in the nature thereof, such signature and seal when so used being hereby adopted by the Company as the original signature (}f such
officer and the original seal of the Company, to be valid and binding upon the Company with the same force and effect as though manually affixed.
CERTIFICATION
I, RONALD C. HAYES, Assistant Secretary of Great American Insurance Company, do hereby certify that the foregoing Power of Attorney and the
Resolutions of the Board of Directors of March I, 1993 have not been revoked and are now in full force and effect.
Signed and sealed this
25th
day of
January
2007