HomeMy WebLinkAboutS.R. 56 @ Old Waynesboro Road
Augusta Richmond GA
DOCUMENT NAME: S. \2-. ~lo @., ()\o. WQld~''(x),(D Q...D 0.d
DOCUMENTTYPE:QtX\t(Cl~~
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YEAR:
BOX NUMBER: D8
FILE NUMBER: \ L\ l\ '6 ,
NUMBER OF PAGES: \'3-\
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CONTRACT DOCUMENTS
FOR
S.R. _ 56 @
OLD WAYNESBORO ROAD.
INTERSECTION IMPROVEMENTS
PROJECT NO.322-04-292822783
GA. D.O.T. PROJECT #: PRLOP-8530-62(245)
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Addendum #1
To
The Contract Documents
S.R. 56@Old Waynesboro Road Intersection Improvements
Add the following to "Article IV - Acceptance and Final Payment" page A-3
(e) Notwithstanding any provision of the General Conditions, there shall be no
substitution of materials or change in means, methods, techniques, sequences or
procedures of construction that are not determined to be equivalent to those
indicated or required in the Contract Document, without an Amendment to the
Contract..
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LIST OF PROJECT DOCUMENTS
S. R. 56@OLD WAYNESBORO INTERSECTION IMPROVEMENTS
Project Number: 322-04-292822783
SECTION
PAGES
Instruction to Bidders
IB-l thru IB-3
Georgia Prompt Pay Act
PPA-l thru PPA-2
Minority and Economically
Disadvantaged Business Support
ME-l
Special Conditions
SP-l
Agreement
A-I thru A-4
General Conditions
1 thru 33
Supplementary Conditions
SC-l thru SC-2
Proposal
P-l thru P-3
General Notes
G-l thru G-18
Traffic Control
TC-I thru TC-23
County Contract Specifications
CC-I thru CC-37
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SECTION IB
INSTRUCTION TO BIDDERS
IB-Ol
GENERAL
All proposals must be presented in a sealed envelope, addressed to the
Owner. The proposal must be filed with the Owner on or before the time stated in the
invitation for bids. Mailed proposals will be treated in every respect as though filed in
person and will be subject to the same requirements.
Proposals received subsequent to the time stated will be returned
unopened. Prior to the time stated any proposal may be withdrawn at the discretion of
the bidder, but no proposal may be withdrawn for a period of sixty (60) days after bids
have been opened, pending the execution of contract with the successful bidder.
IB-02
EXAMINATION OF WORK
Each bidder shall, by careful examination, satisfy himself as to the nature
and location of the work, the conformation of the ground, the character, quality and
quantity ofthe facilities needed preliminary to and during the prosecution of the work,
the general and local conditions, and all other matters which can in any way affect the
work or the cost thereof under the contract. No oral agreement or conversation with any
officer, agent, or employee of the Owner, either before or after the execution of the
contract, shall affect or modify any of the terms or obligations therein.
IB-03
ADDENDA AND INTERPRET A TIONS
No interpretation of the meaning of plans, specifications or other prebid
documents will be made to any bidder orally.
Every request for such interpretation should be in writing addressed to the
Director of Public Works, 1815 Marvin Griffin Road, Augusta, Georgia 30906, and to be
given consideration must be received at least five days prior to the date fixed for the
opening of bids. Any and all such interpretations and any supplemental instructions
will be in the form of written addenda to the specifications which, if issued, will be sent
by certified mail with return receipt requested to all prospective bidders (at the respective
addresses furnished for such purposes), not later than three days prior to the date fixed for
the opening of bids. Failure of any bidder to receive any such addendum or interpretation
shall not relieve such bidder from any obligation under his bid as submitted. All addenda
so issued shall become part of the Contract Documents.
IB-l
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IB-04
PREP ARA nON OF BIDS
Bids shall be submitted on the forms provided and must be signed by the
bidder or his authorized representative. Any corrections to entries made on bid forms
should be initialed by the person signing the bid.
Bidders must quote on all items appearing on the bid forms, unless
specific directions in the advertisement, on the bid form, or in the special specifications
allow for partial bids. Failure to quote on all items may disqualify the bid. When
quotations on all items are not required, bidders shall insert the works "no bid" where
appropriate.
Alternative bids will not be considered unless specifically called for.
Telegraphic bids will not be considered. Modifications to bids already
submitted will be allowed if submitted by telegraph prior to the time fixed in the
Invitation for Bids. Modifications shall be submitted as such, and shall not reveal the
total amount of either the original or revised bids.
Bids by wholly owned proprietorships or partnerships will be signed by all
owners. Bids of corporations will be signed by an officer of the firm and his signature
attested by the secretary thereof who will affix the corporate seal to the proposal.
NOTE: A 10% Bid Bonds is required in illLcases.
IB-05
BASIS OF AWARD
The bids will be compared on the basis of unit prices, as extended, which
will include and cover the furnishing of all material and the performance of all labor
requisite or proper, and completing of all the work called for under the accompanying
contract, and in the manner set forth and described in the specifications.
Where estimated, quantities are included in certain items of the proposal,
they are for the purpose of comparing bids. While they are believed to be close
approximations, they are not guaranteed. It is the responsibility of the Contractor to
check all items of construction. In case of error in extension of prices in a proposal, unit
bid prices shall govern.
IB-2
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IB-06
BIDDER'S QUALIFICATIONS
No proposal will be received from any bidder unless he can present
satisfactory evidence that he is skilled in work of a similar nature to that covered by the
contract and has sufficient assets to meet all obligations to be incurred in carrying out the
work. He shall submit with his proposal, sealed in a separate envelope, a FINANCIAL
EXPERIENCE AND EQUIPMENT STATEMENT, giving reliable information as to
working capital available, plant equipment, and his experience and general qualifications.
The owner may make such investigations as are deemed necessary to determine the
ability of the bidder to perform the work and the bidder shall furnish to him all such
additional information and data for this purpose as may be requested. The Owner
reserves the right to reject any bid if the evidence submitted by the bidder or investigation
of him fails to satisfy the Owner that such bidder is properly qualified to carry out the
obligations of the contract and to complete the work contemplated therein. Part of the
evidence required above shall consist of a list of the names and addresses of not less than
five (5) firms or corporations for which the bidder has done similar work.
IB-07
PERFORMANCE BOND
At the time of entering into the contract, the Contractor shall give bond to
the owner for the use of the owner and all persons doing work or furnishing skill, tools,
machinery or materials under or for the purpose of such contract, conditional for the
payment as they become due, of all just claims for such work, tools, machinery, skill and
terms, for saving the owner harmless from all cost and charges that may accrue on
account ofthe doing of the work specified, and for compliance with the laws pertaining
thereto. Said bond shall be for the amount of the contract satisfactory to the owner and
authorized by law to do business in the State of Georgia.
Attorneys-in-fact who sign bonds must file with each copy thereof, a
certified and effectively dated copy of the power of attorney.
IB-08
REJECTION OF BIDS
These proposals are asked for in good faith, and awards will be made as
soon as practicable, provided satisfactory bids are received. The right is reserved,
however to waive any informalities in bidding, to reject any and all proposals, or to
accept a bid other than the lowest submitted if such action is deemed to be in the best
interest of the Owner.
IB-3
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GEORGIA PROMPT PAY ACT
This Agreement is intended by the Parties to, and does,
supersede any and all provisions of the Georgia Prompt Pay Act,
O.C.G.A. Section 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.
All claims, disputes and other matters in question between the
Owner and the Contractor arising out of or relating to the
Agreement, or the breach thereof, shall be decided in the
Superior Court of Richmond County, Georgia. The Contractor, by
executing this Agreement, specifically consents to venue in
Richmond County and waives any right to contest the venue in the.
Superior Court of Richmond County, Georgia.
Notwithstanding any provision of the law to the contrary, the
parties agree that no interest shall be due Contractor on any
sum held as retainage pursuant to this Agreement and Contractor
specifically waives any cla~ to same.
NOTICE
All references in this document, which includes all papers,
writings, drawings, plans or photographs to be used in
connection with this document, to "Richmond County Board of
Commissioners" shall be deemed to mean "Augusta-Richmond County
Commission-Council and all references to "Chairman" shall be
deemed to mean "Mayor".
DISPOSALS
Prior to any material from this project being wasted or
otherwise disposed of outside the project limits the Contractor
shall furnish the Engineer a copy of written permission, signed
by the property owner (or his authorized agent) describing the
estimated amount and type of material to be placed on said
property. If any portland cement concrete, asphaltic concrete,
wood or other such materials are to be wasted on the property, a
PPA-l
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copy of the owner's inert landfill permit, issued by the
Environmental Protection Division shall be furnished to the
Engineer prior to any such waste being removed from the project.
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In all cases, regardless of the material being wasted, a grading
permit issued by Augusta-Richmond County must be furnished to
the Engineer.
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PPA-2
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MINORITY AND ECONOMICALLY DISADVANTAGED BUSINESS SUPPORT
It is the intent of the Augusta-Richmond County-Council to increase the
involvement of qualified minority and economically disadvantaged businesses in the
contracted work of County Government.
In an effort to support this intention, this project is offered to illlqualified fimls.
The bids will be evaluated based on qualifications, price and construction time. With all
other items being considered equal, the contract, if awarded, will be awarded to a
minority and economically disadvantaged firm or a firm that has included such firms as
subcontractors on this project.
The bidders shall include with their bid, a statement of qualification for
themselves and/or any qualified subcontractors explaining why they should be considered
a minority or economically disadvantaged firm. If the firm does not fall into this
category, no information is necessary.
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56 @ OLD WAYNESBORO INTERSECTION IMPROVEMENTS
PROJECT NUMBER: 322-04-292822783
SPECIAL CONDITIONS
SCOPE:
This project includes decel, accel, and turn lanes, and traffic signal
modifications in accordance with the specifications and plans. The
contractor shall supply all materials, equipment, labor and supervision
necessary to properly complete this project.
TERMINI AND LENGTH:
(See plans)
LUMP SUM CONSTRUCTION:
Item Number 230-1000 Lump Sum Construction includes, but is not
limited to, the following: transition tie-ins, clearing and grubbing,
locating, maintaining and reclaiming disposal and/or borrow areas,
construction staking, removals and relocations not covered by a separate
pay item, excavation, borrow, sawing pavement, removing and resetting of
other work obstructions, and any other work not covered by a specific pay
item.
TRAFFIC SIGNAL INSTALLATION:
The Contractor shall bid on Item Number 647-1000 and said bid price
shall include all required materials, labor and supervision necessary to
accomplish the traffic signal modifications. It is the Contractor's
responsibility to coordinate illlphases of the Traffic Signal Modifications
with Augusta Richmond County Traffic Engineering and Augusta
Richmond County's Construction Inspector.
TYPICAL SECTION:
All references to 19mm Superpave Mix shall be deemed to mean 25mm
Superpave Mix. The contractor shall bid on 25 mm Superpave.
SP-I
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SECTION A
AGREEMENT
THIS AGREEMENT, made on thrzlL day o~ CpJt , 199/by and between
Augusta-Richmond County Commission-CouncIl
party of the first part, hereinafter called the OWNER, and (2p a L - ~. Jnc.
party of the second part, hereinafter called the CONTRACTOR.
WITNESSETH, that the Contractor and the Owner, for the considerations hereinafter
names, agree as follows:
ARTICLE I - SCOPE OF THE WORK
The Contractor hereby agrees to furnish all of the materials and all of the
equipment and labor necessary, and to perform all of the work shown on the plans and
described in the specifications for the project entitled:
S. R. 56 @ OLD W A YNESBORO ROAD INTERSECTION IMPROVEMENTS
Project Number: 322-04-292822783
And in accordance with the requirements and provisions of the Contract Documents as
defined in the General and Special Conditions hereto attached, which are hereby made a
part of this agreement.
ARTICLE II - TIME OF COMPLETION - LIQUIDATED DAMAGES
The work to be performed under this Contract shall be commenced within -1.Q
calendar days after the date of written notice by the Owner to the Contractor to proceed.
All work shall be completed within 125 calendar days with such extensions of time as are
provided for in the General Conditions.
It is hereby understood and mutually agreed, by and between the contractor and
the Owner, that the date of beginning, rate of progress and the time for completion of the
work to be done hereunder are ESSENTIAL CONDITIONS of this contract. Contractor
agrees that said work shall be executed regularly, diligently, and uninterruptedly at such
rate of progress as will insure full completion thereof within the time specified. It is
expressly understood and agreed by and between the Contractor and
the Owner, that the time for completion of the work described herein is a reasonable time
for completion of the same, taking into consideration the average climatic range and
construction conditions prevailing in this locality.
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IF THE CONTRACTOR SHALL NEGLECT, FAIL, OR REFUSE TO
COMPLETE THE WORK WITHIN THE TIME HEREIN SPECIFIED, then the
contractor does hereby agree, as a part ofthe consideration for the awarding of this
contract, to pay the Owner the sum of Five Hundred Dollars ($500), not as a penalty, but
as liquidated damages for such breach of contract as hereinafter set forth, for each and
every calendar day that the contractor shall be in default after the time stipulated in the
Contract for completing the work.
The said amount is fixed and agreed upon by and between the Contractor and the
Owner because of the impracticability and extreme difficulty of fixing and ascertaining
the actual damages the Owner would, in such event, sustain, and said amounts shall be
retained from time to time by the Owner from current periodical estimates.
It is further agreed that time is of the essence of each and every portion of this
Contract and the specifications wherein a definite portion and certain length of time is
fixed for the additional time is allowed for the completion of a work, the new time limit
fixed by extension shall be the essence of this contract.
ARTICLE III - PAYMENT
(a) The Contract Sum
The owner shall pay to the Contractor for the performance of the contract
the amount as
stated in the Proposal and Schedule of Items. No variations shall be made in the amount
except as set forth in the specifications attached hereto.Progress Payment
.No later than the fifth day of every month, the Contractor shall submit to
the Owner's Engineer, an estimate covering the percentage of the total amount of the
contract which has been completed from the start of the job up to and including the last
working day of the proceeding month, together with such supporting evidence as may be
required by the Owner and/or the Engineer. This estimate shall include only the
quantities in place and at the unit prices as set forth in the Bid Schedule.
On the vendor run, following approval of the invoice for payment, the
owner shall after deducting previous payments made, pay to the Contractor 90% of the
amount of the estimate on units accepted in place. The 10% retained percentage may be
held by the Owner until the final completion and acceptance of all work under the
Contract.
A-2
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ARTICLE IV -ACCEPTANCE AND FINAL PAYMENT
(a) Upon receipt of written notice that the work is
ready for final inspection acceptance, the Engineer shall within 10 days, make such
inspection and when he finds the work acceptable under the contract and the contract
fully performed, he will promptly issue a final certificate, over his own signature, stating
that the work required by this Contract has been completed and is accepted by him under
the terms and conditions thereof, and the entire balance found to be due the Contractor,
including the retained percentage, shall be paid to the Contractor by the owner within 15
days after the date of said final certificate.
(b) Before final payment is due, the Contractor shall submit evidence
satisfactory to the Engineer that all payrolls, material bills, and other indebtedness
connected with work have been paid, except that in case of disputed indebtedness ofliens
of evidence of payment of all such disputed amounts when adjudicated in cases where
such payment has not already been guaranteed by surety bond.
(c) The making and acceptance of the final payment shall constitute a waiver
of all claims by the Owner, other than those arising from unsettled liens, from faulty
work appearing within 12 months after final payment, from requirements of the
specifications, or from manufacturer's guarantees. It shall also constitute a waiver of all
claims by the contractor except those previously made and still unsettled.
(d) If after the work has been substantially completed, full completion thereof
is materially delayed through no fault of the Contractor, and the Engineer, so certifies, the
Owner shall upon certification of the Engineer, and without terminating the contract,
make payment. of the balance due for that portion of the work fully completed and
accepted.
Each payment shall be made under the terms and conditions governing
final payment, except that it shall not constitute a waiver of claims.
A-3
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IN WITNESS WHEREOF, the parties hereto have executed this Agreement in three (3)
counterparts, each of which shall be deemed an original, in the year and day first
mentioned above.
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GENERAL CONDITIONS
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TABLE OF CONTENTS OF GENERAL CONDITIONS
Article
Number
Tille
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DEFINITIONS. . .... ... .. .. .. ...... . ... ...... ........... .. ..........
PRELIMINARY MATTERS........................................
CONTRACT DOCUMENTS:
INTENT. AMENDING AND REUSE...............................
AVAILABILITY OF LANDS: PHYSICAL CONDITIONS:
REFERENCE POINTS. . . .. . . . . . ... . . . . . . . .. . .. . ... .. . . . . . . . . . . . . . . .
BONDS AND INSURANCE........................................
CONTRACTOR'S RESPONSIBILITIES............................
OTHER WORK .....................................................
OWNER'S RESPONSIBILITIES...... ................ .. .. ..........
3
4
5
6
7
8
9 ..ENGINEER'S STATUS DURING CONSTRUCTION ..............
10 CHANGES IN THE WORK.........................................
II CHANGE OF CONTRACT PRICE.. . ........ .... .... .. .. .... .. .. ...
12 CHANGE OF CONTRACT TIME...................................
13 WARRANTY AND GUARANTEE: TESTS AND
INSPECTIONS: CORRECTION. REMOVAL OR
ACCEPTANCE OF DEFECTIVE WORK....... ....................
14 PA YMENTS TO CONTRACTOR AND COMPLETION ............
15 SUSPENSION OF WORK AND TERMINATION....... ..........
16 ARBITRATION.....................................................
17 MISCELLANEOUS.................................................
3
Page
8
9
10
II
14
18
19
19
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21
24
:!4
26
29
31
32
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INDEX TO GENERAL CONDITIONS
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Article or Paragraph
Number
Acceptance of Insurance .....................;....... 5.13
Access to the Work .................................. 13.2
Addenda~efinition of (see definition of
Specifications) ........................................ 1
Agreement~efinition of ................................ ]
All Risk Insurance..................................... 5.6
Amendment. W rinen ............................. 1. 3. I.!
Application for Payment~efinition of .................. I
Application for Payment. Final ...................... 14.12
Application for Progress Payment .................... 14.2
Application for Progress Payment-review of .... 14.4-14.7
Arbitration ............................................. 16
Authorized Variation in Worle ......................... 9.5
Availability of Lands .................................. 4.1
A ward. Notice of -defined .............................. I
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Before Starting Construction ...................... :.5-2. i
Bid-definition of ....................................... 1
Bonds and Insurance-in general ........................ 5
Bonds--definition of . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . " I
Bonds. Delivery of ................................ :.1.5.1
Bonds. Performance and Other .................... 5.1-5.2
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Cash Allowances ..................................... 1].8
Change Order-definition of ............................. 1
Change Orders-to be executed ...................... 10.4
Changes in the Work ................................... 10
Claims. Waiver of -on Final Payment ............... 14.16
Clarifications and Interpretations ...................... 9.4
Cleaning ............................................. 6.1 i
Completion. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . .. 14
Compietion. Substantial......................... 14.8-14.9
Conference. Preconstruction .......................... 2.8
Connie:. Error. Discrepancy-Contractor
to Report ...................................... :.5. 3.3
Construction Machinery. Equipment. etc. ............. 6A
Continuing Work ..................................... 6.29
Contract Documents-amending and
supplementing ................................... 3.4-3.5
Contract Documents--detinition of ....................,. I
Contrac: Documents-Intent...................... 3.1-3.3
Contract Documents-Reuse of ....................... 3.6
Contract Price. Change of .............................. 11
Contract Price~etinition ............................... 1
Contract Time. Change of .............................. 12
Contract Time. Commencement of .................... :.3
Contract Time~etinition of ............................ I
Contractor-derinition of ................................ 1
Contractor May Stop Work or Tenninate ............. 15.5
Contractor's Continuing Obligation.................. 14.15
Contractor's Duty to Report Discrepancy
in Documents.................................. :.5.3.:
Contractor's Fee:-Cost Plus ... 11.4.5.6. 11.5.1. 11.6-11.'7'
Contractor's Liability Insurance: ....................... 5.3
Contractor's Responsibilities-in general ................ 6
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Contractor's Warranty of Title ........................ 14.3
Contractors--other ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 7
Contractual Liability Insurance ........................ 5.4
Coordinating Contractor~etinition of ................ 7.4
Coordination .......................................... 7.4
Copies of Documents .................................. :.2
Correction or Removal of Defective Work ........... 13.11
Correction Period. One Year ........................ 13.12
Correction. Removal or Acceptance of Defective
Worle-in general ........................... 13.11-13.14
Cost-net decrease ................................. 11.6.2
Cost of Worle .................................... 11.4-11.5
Costs. Supplemental. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . " 11.4.5
Day~etinitjon of ................................... .... 1
Defective~efinition of ................................. I
Defective Work. Acceptance of...................... 13.13
Defective W orle. Correction or Removal of .......... 13.11'
DefecriveWorle-ingeneral ............... 13.14.7.14.11
Defective Work. Rejecting..... .. .. .... ........ . ... .... 9.6
Detinitions .............................................. I
Delivery of Bonds ..................................... 2.1
Detennination for U nit Prices ........................ 9.10
Disputes. Decisions by Engineer................. 9.11-9.12
Documents. Copies of ................................. 2.:
Documents. Record .................................. 6.19
Documents. Reuse .................................... 3.6
Drawing~etinition of ................................. l
Easements ............................................ 4.1
Effective date of Agreement-definition of .......... .. '" I
Emergencies ......................................... 6.::
Engineer--<iefinition of .................................. 1
Engineer's Decisions ............................ 9. 10-9. 12
Engineer's-Notice Worle is Acceptable............. 14.13
Engineer's Recommendation of Payment ...... 14.4. 14.13
Engineer's Responsibilities. Limitations
on ................. 6 . 6 , 9 . 11 , 9 . 13 - 9 . 16 , 18 . 2
Engineer's Status During ConsU'Uction-in general ...... 9
Equipment. ubor. Materials and..... ...... .. .. '" 6.3-6.6
Equivalent Materials and Equipment .................. 6.7
Explorations of physical conditions ................... 4.2
Fee. Contractor's-Costs Plus. .. .... .... ........ ..... 11.6
Field Order--<ieiinition of ............................... 1
Field Order-issued by Engineer ................ 3.5.1. 9.5
Final Application for Payment....................... 14.12
Final Inspection ..................................... 14.11
Final Payment and Acceptance ...................... J 4.13
Final Payment. Recommendation of ........... 14.13-14.14
General Provisions .............................. 17.3-1 i.4
General Requirement~efinition of. . . .. . . . . . . . . . . . . . . " J
General Requirements-principal
references to ................. :.6. 4.4. 6.4. 6.6-6.7. 6.23
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Giving Notice ........................................ 17.1
Guarantee of Work-by Contractor................... I3.1
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Indemnification.. . .. .. .. . .. .. .... . ... .. . . ... 6.30-6.32. 7.5
Inspection. Final .................................... 14.11
Inspection. Tests and................................. 13.3
Insurance. Bonds and-in general ....................... 5
Insurance. Certificates of ........................... 2.7. 5
Insurance-completed operations...................... 5.3
Insurance. Contractor's Liability ...................... 5.3
Insurance. Contractual Liability....................... 5.4
Insurance. Owner's Liability .......................... 5.5
Insurance. Property .............................. 5.6-5. I3
Insurance-Waiver of Rights .........................5.11
Intent of Contract Documents ................... 3.3.9.14
Interpretations and Clarifications ...................... 9.4
Investigations of physical conditions. .,.............. .. 4.2
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Labor. Materials and Equipment .................. 6.3-6.5
Laws and Regulations--definition of .... . . . . . . . . . . . . . . . " I
Laws and Regulations-general....................... 6.14
Liability Insurance-Contractor's ..................... 5.3
Liability Insurance-Owner's ......................... 5.5
Liens--definitions of ................................ 14.2
Limitations on Engineer's
Responsibilities ..................... 6.6.9.1 I. 9.13-9.16
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Materials and equipment-furnished by Contractor .... 6.3
Materials and equipment-not
incorporated in Work .............................. 14.2
Materials or equipment~quivalent ................... 6.7
Miscellaneous Provisions ............................... 17
Multi-prime contracts ................................... 7
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Notice. Giving of . .. .... ..... ....... .. ................ 17.1
Notice of Acceptability of Project ................... 14.13
Notice of A ward-definitioo of .......................... I
Notice to Proceed-definition of......................... I
Notice to Proceed-giving of .......................... 2.3
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"Or-Equal" Items............................... ...... 6. i
Other contractors ....................................... 7
Other work .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 7
Overtime Work-prohibition of . .................. ... .. 6.3
Owner-definition of .................................... 1
Owner May Correct DefeCTive Work................. 13.14
Owner May Stop Work............................:. 13.10
Owner May Suspend Work. Terminate .......... 15.1-15A
Owner's Duty to Execute Change Orders ............. 1 1.8
Owner's Liability Insurnnce ........................... 5.5
Owner's Representative-Engineer to serve as ........ 9.1
Owner's Responsibilities-in general .................... 8
Owner's Separate Representative at site........... .... 9.3
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Partial Utilization .................................. 14.10
Partial Utilization-definition of . '.. ............ .. .. .. .. .. 1
Partial Utilization-Propeny Insurance............ ... 5.15
Patent Fees and Royalties ............................ 6.12
Payments. Recommendation of ........... 14.4-14. i. 14. 13
Payments to C:lntractor-in genernl .................... 14
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Payments to Contractor-when due ........... 14.4. 14.13
Payments to Contractor-withholding ................ 14.7
Performance and other Bonds ..................... 5.1-5.2
Permits. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . ... . . .. 6.13
Physic31 Conditions ................................... 4.2
Physical Conditions-Engineer's review ............. 4.2.4
Physical Conditions-existing structures. . . . . .. .. .. .. 4.2.2
Physical Conditions-explorations and repom ....... 4.2.1
Physical Conditions-possible document change ..... 4.2.5
Physical Conditions-price and time adjustments .... 4.2.5
Physical Conditions-report of differing ............. 4.2.3
Physical Conditions-U nderground Facilities .......... 4.3
Preconstruction Conference ........................... 2.8
Preliminary Matters ..................................... 2
Premises. Use of ................................ 6.16-6.18
Price. Change of Contract .............................. II
Price-Contract-definition of ............................ I
Progress Payment. Applications for. .................. 14.2
Progress Payment-retainage ......................... 14.2
Progress schedule ............... 2.6.2.9,6.6.6.29. 15.2.6
Project--definition of ............. . . . . . .. . .. .. .. .. .. .. ... I
Project Representation--provision for ................. 9.3
Project Representative. Resident--detinition of .......... 1
Project. Starting the ................................... 2.4
Propeny Insurance ............................... 5.6-5.13
Propeny Insurance-Partial Utilization ............... 5.15
Propeny Insurance-Receipt and Application
of Proceeds ................................... 5.12-5. I3
Protection. Safety and ........................... 6.20-6.2 I
Punch list ........................................... 14.11
Recommendation of Payment..... ............. 14.4. 14.13
Record Documents ................................... 6.19
Reference Points ...................................... 4.4
Regulations. Laws and ............................... 6.14
Rejecting Defective Work ............................. 9.6
. Related Work at Site .............................. 7.1-7.3
Remedies Not E;~c1usive ............................. 17.4
Removal or Correction of Defective Work ........... 13.11
Resident Project Representative--detinition of ........... I
Resident Project Representative-provision for...... .. 9.3
Responsibilities. Contractor's-in genera! ............... 6
Responsibilities. Engineer's-in general ................. 9
Responsibilities. Owner's-in general.................... 8
Retainage ............................................ 14.2
Reuse of Documents .................................. 3.5
Rights of Way......................................... ~.I
Royalties. Patent Fees and ........................... 6.12
Safety and Protection....... 6.20-6.21, 18.1-18.2
Samples ......................................... 6.23-6.28
Schedule of progress ........ 2.6. 2.8-2.9. 6.6. 6.29. 15.2.6
Schedule of Shop Drawing
submissions. .... ................. 2.6.2.8-2.9.6.23. 14.1
Schedule of values ...................... 2.6.2.8-2.9. 14.1
Schedules. Finalizing. ...... ....... ....... .. ........... 2.9
Shop Drawings and Samples. . . . . . . . . . . . . . . . . . . .. 6.23-6.28
Shop Drawings--detinition of . . . . . . . . . . . . . . . . . . . . . . . . . . .. 1
Shop Drawings. use to approve
substitutions ...................................... 6.7.3
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Site. Visits to-by Engineer ........................... 9.2
Specifications-definition of ............................. ]
Staning Construction. Before... .. . . . .. .. . . . . . .. . .. 2.5-2.8
Staning the Project ........;........................... 2.4
Stopping Work-by Contractor............ ........... ]5.5
Stopping Work-by Owner.......................... ]3.]0
Subcontractor~efinition of ............................. ]
Subcontractors-in general ....................... 6.8-6.] 1
Subcontracts-required provisions ............5.11.]. 6.]]
] 1.4.3
Substantial Completio~ertification of .............. 14.8
Substantial Completion-definition of . . .. . . . . . . . . . . . . . . .. ]
Substitute or "Or-Equal" Items... .. . ... .. .. . ... .. .... 6.7
Subsurface Conditions. . . . . . . . . . . . . . . . . . . . . . . . . . ... 4.2-4.3
Supplemental costs ................................. ]] .4.5
Supplementary Conditions-<letinition of ................ I
Supplementary Conditions-principal
references to .. 2.2.4.2.5.1. 5.3. 5.6-5.8. 6.3. 6.13, 6.23.
7.4.9.3
Supplementing Contract Documents ............... 3.4-3.5
Supplier~etinition of . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ]
Supplier-principal references to ... 3.6.6.5.6.7-6.9.6.20.
6.24.9.]3.9.]6. ]1.8. ]3.4. 14.12
Surety-consent to payment .................. 14.12. ]4.]4
Surety-Engineer has no duty to ..................... 9.]3
Surety-notice to .......................... 10.1. ]0.5. ]5.2
Surety-qualification of ........................... 5.1-5.2
Suspending Work. by Owner ......................... IS.]
Suspension of Work and Termination-in general....... ]5
Superinlendent-Contractor's ......................... 6.2
Supervision and Superintendence. . . . . . . . . .. . . . . . .. 6.] -6.2
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Taxes-Payment by Contractor. . . . . . . . . . . . . .. . . . . . . .. 6.15
Termination-by Contractor . . . . . . . . . . . . . . . . . . . . . . . . .. ] 5.5
Termination-by Owner.. ._............. ........ ]5.2-]5.4
Termination. Suspension of Work and-in general...... ]5
Tests and Inspections ........................... 13.3-13.7
Time. Change of Contract .............................. 12
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Time. Computation of .................. _ . .. .. .. .. .. .. 17.2
Time. Contract~efinition of ..... .... .......... ......... I
U ncovering Work ............................... 13.8-13.9
Underground Facililies-<lefinition of .................... 1
Underground Facilities-not shown or indicated..... 4.3.2
Underground Facilities-protection of ........... 4.3.6.20
Underground Facilities-shown or indicated......... 4.3.1
U nit Price W ork-definition of .......................... I
Unit Price Work-general ................. 11.9. 14.1. 14.5
Unit Prices......................................... 11.3.1
Unit Prices. Determinations for....................... 9.10
Use of Premises................................. 6.16-6.18
Utility owners .......................... 6.13.6.20.7.2-7.3
Values. Schedule of ......................... 2.6.2.9. 14.]
Variations in Work-Authorized............ 6.25.6.27.9.5
Visits to Site-by Engineer ............................ 9.2
WaiverofClaims-on Final Payment ................ 14.16
Waiver of Rights by insured parties............. 5.10.6.11
Warranty and Guarantee-by Contractor.... ......... 13.1
Warrantv of Title. Contractor's ....................... ] 4.3
Work. Access to ..................................... ]3.2
Work-by others ........................................ 7
Work Continuing During Disputes .................... 6.29
Work. Cost of ................................... ] 1.4-11.5
Work~efinition of ..................................... 1
Work Directive Change-definition of ................... ]
Work Directive Change-principal
references to ............................ 3.4.3. 10.1- 10.2
Work. Neglected by Contractor ..................... 13.14
Work. Stopping by Contractor........................ 15.5
Work. Slopping by Owner....................... 15.1-15.4
Written Amendment-detinition of ...................... I
Written Amendment-principal
references to ..................... 3.4.1. 10.1. 11.2. 12.1
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GENERAL CONDITIONS
ARTICLE I-DEFINITIONS
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Wherever used in these General Conditions or in the other
Contract Documents the following terms have the meanings
indicated which are applicable to both the singular and plural
thereof:
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Addenda-Written or graphic instruments issued prior to the
opening of Bids which clarify. correct or change the bidding
'documents or the Contract Documents.
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Agrel!mel1T- The written agreement between OWN ER and
CONTRACTOR covering the Work to be performed: other
Contract Documents are attached to the Agreement and made
a pan thereof as provided therein.
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AppliCllliol1 .flJl' Paymel/t- The form accepted by ENGI-
NEER which is to be used by CONTRACTOR in requesting
progress or final payments and which is to include such sup-
poning documentation as is reqUired by the Contract
Documents,
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Bid-The offer or proposal of the bidder submitted on the
prescribed form setting forth the prices for (he Work to be
performed.
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BOl/ds-Bid. performance and payment bonds and other
instruments of security,
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Change Order-A document recommended by ENGINEER.
which is signed by CONTRACTOR and OWNER and autho-
rizes an addition. deletion or revision in the Work. or an
adjustment in the Contract Price or the Contract Time. issued
on or after the Effecti\'e Date of the Agreement.
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Contract Documents-The Agreement. Addenda I which per-
tain to the Contract Documents). CONTRACTOR's Bid
(including documentation accompanying the Bid and any post-
Bid documentation submitted prior to the Notice of Award)
when allached as an exhibit to the Agreement. the Bonds.
these General Conditions. the Supplementary Conditions. the
Specifications and the Drawings as the same are more spe-
cifically identified in the Agreement. together with all amend-
ments. modifications and supplements issued pursuant to
paragraphs 3.4 and 3.5 Lm or after the Effective Date of the
Agreement.
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Contract Pricl!- The moneys payable by OWN ER to CON-
TRACTOR under the Contract Documents as stated in the
Agreement [subject to the provisions of paragraph 11.9.1 in
the case of Unit Price Work).
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ContrC/CT Time-The number of days (computed as provided
in par:Jgraph 17.2) or the date stated in the Agreement for the
completion of the Work,
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CONTRACTOR-The person. tirm or corporation \\ith whllm
OWN ER has entered into the Agreement.
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defeclI\'e-An adjective which when modifying the word Work
refers to Work that is unsatisfactory. faulty or deficient. or
does not conform to the Contract Documents. or does not
meet the requirements of any inspection. reference standard.
test or approval referred to in the Contract Documents. or
has been damaged prior to ENGINEER's recommendation
of final payment t unless responsibility for the protection thereof
has been assumed by OWNER at Substantial Completion in
accordance with paragraph 14.8 or 14.10l.
Drall'il/I-Is- The drawings which show the character and scope
of the Work to be performed and which have been prepared
or approved by ENGINEER and are referred to in the Con-
tract Documents.
EJJecti,'e Date oj the Agreemel/t-The date indicated in the
Agreement on which it becomes etTective. but if no such date
is indicated it means the date on which the Agreement is
signed and delivered by the last of the two parties to sign and
deliver.
E.VGIN EER- The person. firm or corporation named as such
in the Agreement.
Field Order-A written order issued by ENGINEER which
orders minor changes in the Work in accordance with para-
graph 9.5 but which does not involve a change in the Contract
Price or the Contract Time.
General Reql1iremel/ts-Sections of Division I of the Speci-
fications.
Lall's and Regulations: Lall's or Regulations-Laws. rules.
regulations. ordinances. codes and/or orders.
Notice oj ,{u'ard- The written notice by OWNER to the
apparent successful bidder stating that upon compliance by
the apparent successful bidder with the conditions precedent
enumerated therein. within the time specified. OWNER will
sign and deliver the Agreement.
.Yo rice to Proceed-A written notice given by OWNER to
CONTRACTOR (with a copy to ENGINEER) fixing the date
on which the Contract Time will commence to run and on
which CONTRACTOR shall stan to ~erform CONTRAC-
TOR'S obligations under the Contract Documents.
OWNER-The public body or authority. corporation. asso-
ciation. firm or person with whom CONTRACTOR has entered
into the Agreement and for whom the Work is to be provided.
Partial Utili:atiol/-Placing a portion of the Work in service
for the purpose for which it is intended (or a related purpose)
before reaching Substantial Completion for all the Work.
Project-The total construction of which the Work to be
provided under the Contract Documents may be the whole.
or a part as indicated elsewhere in the Contract Documents.
Rt'sidelft P/'(~iect Rt'pre.H'lIllllil'e- The authorized represen-
tative of ENGINEER who is assigned to the site or any pan
thereof.
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Shop Drawings-All drawings, diagrams. illustrations.
schedules and other data which are specifically prepared by
or for CONTRACTOR to illustrate some portion of the Work
and all illustrations. brochures. standard schedules. perfor-
mance chans. instructions..diagrams and other information
prepared by a Supplier and submitted by CONTRACTOR to
illustrate material or equipment for some portion of the Work.
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Specifications-Those portions of the Contract Documents
consisting of written technical descriptions of materials.
equipment. construction systems. standards and workman-
ship as applied to the Work and certain administrative details
applicable thereto.
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Subcontractor-An individual. firm or cOf1)oration having a
direct contract with CONTRACTOR or with any other Sub-
contractor for the performance of a pan of the Work at the
site.
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Substantial Completion- The Work (or a specified part thereoO
has progressed to the point where. in the opinion of ENGI-
NEER as evidenced by ENGINEER's definitive certificate
of Substantial Completion. it is sufficiently complete. in
accordance with the Contract Documents. so that the Work
(or specified pan) can be utilized for the purposes for which
it is intended; or if there be no such certificate issued. when
final payment is due in accordance with paragraph 14.13. The
terms "substantially complete" and "substantially com-
pleted" as applied to any Work refer to Substantial Comple-
tion thereof.
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Supplementary Conditions-The part of the Contract Docu-
ments which amends or supplements these General Condi-
tions.
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Supplier-A manufacturer. fabricator. supplier. distributor.
materialman or vendor.
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Underground Facilities-All pipelines. conduits. ducts. cables.
wires. manholes. vaults. tanks. tunnels or other such facilities
or attachments. and any encasements containing such facil.
ities which have been installed underground to furnish any of
the following services or materials: electricity. gases. steam.
liquid petroleum products. telephone or other communica-
tions. cable television. sewage and drainage removal. traffic
or other control systems or water.
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Unit Price Work-Work [0 be paid for on the basis of unit
prices.
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Work-The entire completed construction orthe various sep-
arately identifiable pans thereof required to be furnished
under the Contract Documents. Work is the result of per-
forming services. furnishing labor and furnishing and incor-
porating materials and equipment into the construction. all
as required by the Contract Documents.
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Work Directive Change-A written directive to CONTRAC-
TOR. issued on or after the Effective Date of the Agreement
and signed by OWNER and recommended by ENGINEER.
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ordering an addition. deletion or revision in the Work. or
responding to differing or unforeseen physical conditions under
which the Work is to be performed as provided in paragraph
4.2 or 4.3 or to emergencies under paragraph 6.22. A Work
Directive Change may not change the Contract Price or the
Contract Time. but is evidence that the panies expect that
the change directed or documented by a Work Directive
Change will be incorporated in a subsequently issued Change
Order following negotiations by the panies as to its effect. if
any. on the Contract Price or Contract Time as provided in
paragraph 10.2.
Written Amendment-A written amendment of the Contract
Documents. signed by OWNER and CONTRACTOR on or
after the Effective Date of the Agreement and normally deal-
ing with the nonengineering or nontechnical rather than stricti y
Work-related aspects of the Contract Documents.
ARTICLE 2-PRELIMINARY MATTERS
Delivery of Bonds:
2.1. When CONTRACTOR delivers the executed Agree-
ments to OWNER. CONTRACTOR shall also deliver to
OWNER such Bonds as CONTRACTOR may be required to
furnish in accordance with paragraph 5.1.
Copies of DocumenlS:
2.2. OWNER shall furnish to CONTRACTOR up to ten
copies (unless otherwise specified in the Supplementary Con-
ditions) of the Contract Documents as are reasonably nec-
essary for the execution of the Work. Additional copies will
be furnished. upon request. at the cost of reproduction.
Commencement of Contract Time: Notice to Proceed:
2.3. The Contract Time will commence to run on the
thinieth day after the Effective Date of the Agreement. or. if
a Notice to Proceed is given. on the day indicated in the
Notice to Proceed. A Notice to Proceed may be given at any
time within thirty days after the Effective Date of the Agree-
ment. In no event will the Contract Time commence to run
later than the seventy-fifth day after the day of Bid opening
or the thirtieth day after the Effective Date of the Agreement.
whichever date is earlier.
SUUting the Project:
2.4. CONTRACTOR shall start to perform the Work on
the date when the Contract Time commences to run. but no
Work shall be done at the site prior to the date on which the
Contract Time commences to run.
Before S~"6 Construction:
2.5. Before undertaking each part of the Work. CON-
TRACTOR shall carefully study and compare the Contract
Documents and check and verify pertinent figures shown
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thereon and all applicable field measurements. CONTRAC-
TOR shall promptly report in writing to ENGINEER any
conflict. error or discrepancy which CONTRACTOR may
discover and shall obtain a written interpretation or clarifi-
cation from ENGINEER before proceeding with any Work
affected thereby: however. CONTRACTOR shall not be lia-
ble to OWNER or ENGINEER for failure to report any
conflict. error or discrepancy in the Contract Documents.
unless CONTR.-\CTOR had actual knowledge thereof or should
reasonably have known thereof.
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2.6. Within ten days after the Effective Date of the Agree-
ment (unless otherwise specified in the General Require-
ments). CONTRACTOR shall submit to ENGINEER for
revIew:
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2.6.1. an estimated progress schedule indicating the
staning and completion dates of the various stages of the
Work:
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2.6.2. a preliminary schedule of Shop Drawing sub-
missions: and
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2.6.3. a preliminary schedule of values for all of the
Work which will include quantities and prices of items
aggregating the Contract Price and will subdivide the Work
into component pans in sufficient detail to serve as the
basis for progress payments during construction. Such
prices will include an appropriate amount of overhead and
profit applicable to each item of Work which \\'ill be con-
firmed in writing by CONTRACTOR at the time of sub-
mISSIon.
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2.7. Before any Work at the site is staned. CONTRAC-
TOR shall deli\er to OWNER. with a copy to ENGINEER.
cenificates (and other evidence of insurance requested by
OWN ER) which CONTRACTOR is required to purchase and
maintain in accordance with paragraphs 5.3 and 5.4. and
OWNER shall deliver to CONTRACTOR certificates land
other evidence of insurance requested by CONTRACTOR)
which OWNER is required to purchase and maintain in
accordance with paragraphs 5.6 and 5.7.
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Preconstrucl;Ofl Conference:
2.8. Within twenty days after the Effective Date of the
Agreement. but before CONTRACTOR starts the Work at
the site. a conierence attended by CONTRACTOR. ENGI-
NEER and others as appropriate will be held to discuss the
schedules referred to in paragraph 2.6. to discuss procedures
for handling Shop Drawings and other submittals and for
processing Applications for Payment. and to establish a working
understanding among the parties as to the Work.
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Finali:.iflg Schedules:
2.9. At least ten days before submission of the first Appli-
cation for Pa~ment a conference attended by CONTRAC-
TOR. ENGINEER and others as appropriate will be held to
finalize [he ~..:hedule~ submitted in accordance with para-
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graph 2.6. The finalized progress schedule will be acceptable
to ENGINEER as providing an orderly progression of the
Work to completion within the Contract Time. but such
acceptance will neither impose on ENG INEER responsibility
for the progress or scheduling of the Work nor relieve CON-
TRACTOR from full responsibility therefor. The finalized
schedule of Shop Drawing submissions will be acceptable to
ENGINEER as providing a workable arrangement for pro-
cessing the submissions. The finalized schedule of values will
be acceptable to ENGINEER as to form and substance.
ARTICLE 3-CONTRACT DOCUMENTS: INTENT.
AMENDING. REUSE
I nrent:
3.1. The Contract Documents comprise the entire agree-
ment between OWNER and CONTRACTOR concerning the
Work. The Contract Documents are complementary: what is
called for by one is as binding as if called for by all. The
Contract Documents will be construed in accordance with
the law of the place of the Project.
3.2. It is the intent of the Contract Documents to describe
a functionally complete Project lor pan thereot) to be con-
structed in accordance with the Contract Documents. Any
Work. materials or equipment that may reasonably be inferred
from the Contract Documents as being required to produce
the intended result will be supplied whether or not specifically
called for. When words which have a well-known technical
or trade meaning are used to describe Work. materials or
equipment such words shall be interpreted in accordance with
that meaning. Reference to standard specifications. manuals
orcodes of any technical society. organization or association.
or to the Laws or Regulations of any governmental authority.
whether such reference be specific or by implication. shall
mean the latest standard specification. manual. code or Laws
or Regulations in effect at the time of opening of Bids lor. on
the Effective Date of the Agreement if there were no Bids).
except as may be otherwise specifically stated. However. no
provision of any referenced standard specification. manual
orcode (whether or not specifically incorporated by reference
in the Contract Documents) shall be effective to change the
duties and responsibilities of OWNER. CONTRACTOR or
ENGINEER. or any of their consultants. agents or employ-
ees from those set forth in the Contract Documents. nor shall
it be effective to "ssign to ENGINEER. or any of ENGI-
NEER's consultants. agents or employees. any duty or
authority to supervise or direct the furnishing or performance
of the Work or any duty or authority to undertake responsi-
bility contrary to the provisions of paragraph 9./5 or 9.16.
Clarifications and interpretations of the Contract Documents
~hall be issued by ENGIN EER as provided in paragraph 9.4.
3.3. If. during the performance of the Work. CONTRAC-
TOR finds a contlict. error or discre;"<l.lcy in the Contract
Documents. CONTRACTOR shall so report to ENGINEER
in writing at once and before proceeding with the Work affected
thereby shall obtain a written interpretation or clarification
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from ENGINEER: however, CONTRACTOR shall not be
liable to OWNER or ENGINEER for failure to report any
conflict. error or discrepancy in the Contract Documents
unless CONTRACTOR had actual knowledge thereof or should
reasonably have known thereof.
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Amending and Supplemenling Contract Documents:
3.4. The Contract Documents may be amended to pro-
vide for additions. deletions and revisions in the Work or to
modify the terms and conditions thereof in one or more of
the following ways:
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3.4.1. a formal Written Amendment,
3.4.2. a Change Order (pursuant to paragraph ] 0.4).
or
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3.4.3. a Work Directive Change (pursuant to para-
graph 10.1).
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As indicated in paragraphs I 1.2 and 12.1. Contract Price and
Contract Time may only be changed by a Change Order or a
Written Amendment.
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3.5. In addition. the requirements of the Contract Docu-
ments may be supplemented. and minor variations and devia-
tions in the Work may be authorized. in one or more of the
following ways:
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3.5.1. a Field Order (pursuant to paragraph 9.5).
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3.5.2. ENGINEER's approval of a Shop Drawing or
sample (pursuant to paragraphs 6.26 and 6.27). or
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3.5.3. ENGINEER's written interpretation or clarifi-
cation (pursuant to paragraph 9.4).
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Reuse of Documents:
3.6. Neither CONTRACTOR nor any Subcontractor or
Supplier or other person or organization performing or fur-
n~shing any of the Work under a direct or indirect contract
with OWNER shall have or acquire any title to or ownership
rights in any of the Drawings. Specifications or other docu-
ments (or copies of any thereoO prepared by or bearing the
seal of ENGINEER: and they shall not reuse any of them on
extensions of the Project or any other project without written
consent of OWNER and ENGINEER and specific written
verification or adaptation by ENGINEER.
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ARTICLE 4-A V AILABlLITY OF LANDS; PHYSICAL
CONDITIONS; REFERENCE POINTS
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A "aiJabiJiry of LAnds:
4.1. OWNER shall furnish. as indicated in the Contract
Documents. the lands upon which the Work is to be per-
formed. rights-of-way and easements for access thereto. and
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such other lands which are designated for the use of CON-
TRACTOR. Easements for permanent structures or perma-
nent changes in existing facilities will be obtained and paid
for by OWNER. unless otherwise provided in the Contract
Documents. If CONTRACTOR believes that any delay in
OWNER's furnishing these lands. rights-of-way or ease-
ments entitles CONTRACTOR to an extension of the Con-
tract Time. CONTRACTOR may make a claim therefor as
provided in Article 12. CONTRACTOR shalL provide for all
additional lands and access thereto that may be required for
temporary construction facilities or storage of materials and
equipment.
Physical CondiJions:
4.2.1. Explorations and Reports: Reference is made
to the Supplementary Conditions for identification of those
reports of explorations and tests of subsurface conditions
at the site that have been utilized by ENGINEER in prep-
aration of the Contract Documents. CONTRACTOR may
rely upon the accuracy of the technical data contained in
such reports. but not upon nontechnical data. interpreta-'
tions or opinions contained therein or for the completeness
thereof for CONTRACTOR's purposes. Except as indi-
cated in the immediately preceding sentence and in para-
graph 4.2.6. CONTRACTOR shall have full responsibility
with respect to subsurface conditions at the site.
4,2.2. Existing Structures: Reference is made to the
Supplementary Conditions for identification of those
drawings of physical conditions in or relating to existing
surface and subsurface structures (except Underground
Facilities referred to in paragraph 4.3) which are at or
contiguous to the site that have been utilized by ENGI-
NEER in preparation of the Contract Documents. CON-
TRACTOR may rely upon the accuracy of the technical
data contained in such drawings. but not for the complete-
ness thereof for CONTRACTOR's purposes. Except as
indicated in .the immediately preceding sentence and in
paragraph 4.2.6. CONTRACTOR shall have fuB respon-
sibility with respect to physical conditions in or relating
to such structures.
4.2.3. Report of Differing Conditions: If CONTRAC-
TOR believes that:
4.2.3. I. any technical data on which CONTRAC-
TOR is entitled to rely as provided in paragraphs 4.2.1
and 4.2.1 is inaccurate. or
4.1.3.2. any physical condition uncovered or
revealed at the site differs materially from that indi-
cated. reflected or referred to in the Contract Docu-
ments.
CONTRACTOR shall. promptly after becoming aware
thereof and before performing any Work in connection
therewith (except in an emergency as permitted by para-
graph 6.22). notify OWNER and ENGINEER in writing
about the inaccuracy or difference.
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4.2.4. ENGINEER's RI:'I'iI'II': ENGINEER will
promptly review the pertinent conditions. determine the
necessity of obtaining additional explorations or tests with
respect thereto and advise OWNER in writing (with a copy
to CONTRACTOR) of ENGINEER's findings and con-
clusions.
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4.2.5. Pouihll:' Document Change: If ENGINEER
concludes that there is a material error in the Contract
Documents or that because of newly discovered condi-
tions a change in the Contract Documents is required. a
Work Directive Change or a Change Order will be issued
as provided in Article 10 to reflect and document the
consequences of the inaccuracy or difference.
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4.2.6. Pouihle Price and Tillll' AdjuSllIIl:'lItS: In each
such case. an increase or decrease in the Contract Price
or an extension or shortening of the Contract Time. or any
combination thereof. will be allowable to the extent that
they are allributable to any such inaccuracy or difference.
If OWNER and CONTRACTOR are unable to agree as to
the amount or length thereof. a claim may be made therefor
as provided in Articles i I and 12.
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Physical C onditions-Cnderground Facilities:
4.3.1. Sholl'n or IlIdicated: The information and data
shown or indicated in the Contract Documents with respect
to existing Underground Facilities at or contiguous to the
site is based on information and data furnished to OWNER
or ENGINEER by the owners of such Underground Facil-
ities or by others. Unless it is otherwise expressly pro-
vided in the Supplementary Conditions:
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4.3.1.1. OWNER and ENGINEER shall not be
responsible for the accuracy or completeness of any
such information or data: and.
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4.3. I.2. CONTRACTOR shall have full responsi-
bility for reviewing and checking all such information
and data. for locating all Underground Facilities shown
or indicated in the Contract Documents. for coordina-
tion of the Work with the owners of such Underground
Facilities during construction. for the safety and pro-
tection thereof as provided in paragraph 6.20 and
repairing any damage thereto resulting from the Work.
the cost of all of which will be considered as having
been included in the Contract Price.
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4.3.2. Not ShOlI'1I or Indicatl:'d. If an Underground
Facility is uncovered or revealed at or contiguous to the
site which was not shown or indicated in the Contract
Documents and which CONTRACTOR could not reason-
ably have been expected to be aware of. CONTRACTOR
shall. promptly after becoming aware thereof and before
pert'orming any Work atTected thereby (except in an emer-
gency as perm:~~ed ~y paragraph 6.221. identify the owner
of such U ndergrounJ Facility and give written notice thereof
to that owner and tl) OWNER and ENGINEER. ENGI-
NEER will promptl~' review the Underground Facility to
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determine the extent to which the Contract Documents
should be modified to reflect and document the conse-
quences of the existence of the Underground Facility. and
the Contract Documents will be amended or supplemented
to the extent necessary. During such time. CONTRAC-
TOR shall be responsible for the safety and protection of
such Underground Facility as provided in paragraph 6.20.
CONTRACTOR shall be allowed an increase in the Con-
tract Price or an extension of the Contract Time. or both.
to the extent that they are attributable to the existence of
any Underground Facility that was not shown or indicated
in the Contract Documents and which CONTRACTOR
could not reasonably have been expected to be aware of.
If the parties are unable to agree as to the amount or length
thereof. CONTRACTOR may make a claim therefor as
provided in Articles II and 12.
Reference Points:
4.4. OWN ER shall provide engineering surveys to estab-
lish reference points for construction which in ENGINEER's
judgment are necessary to enable CONTRACTOR to proceed
with the Work. CONTRACTOR shall be responsible for lay-
ing out the Work (unless otherwise specified in the General
Requirements). shall protect and preserve the established
reference points and shall make no changes or relocations
without the prior written approval of OWNER. CONTRAC-
TOR shall report to ENGINEER whenever any reference
point is lost or destroyed or requires relocation because of
necessary changes in grades or locations. and shall be respon-
sible for the accurate replacement or relocation of such ref-
erence points by professionally qualified personnel.
ARTICLE 5-BONDS AND INSURANCE
Performance and Other Bonds:
5.1. CONTRACTOR shall furnish performance and pay-
ment Bonds. each in an amount at least equal 10 the Contract
Price as security for the faithful pert'ormance and payment of
all CONTRACTOR's obligations under the Contract Docu-
ments. These Bonds shall remain in effect at least until one
year after the date when final payment becomes due. except
as otherwise provided by Law or Regulation or by the Con-
tract Documents. CONTRACTOR shall also furnish such
other Bonds as are required by the Supplementary Condi-
tions. All Bonds shall be in the forms prescribed by Law or
Regulation or by the Contract Documents and be executed
by such sureties as are named in the current list of "Com-
panies Holding Certificates of Authority as Acceptable Sure-
ties on Federal Bonds and as Acceptable Reinsuring Com-
panies" as published in Circular 570 (amended) by the .~udit
Staff Bureau of Accounts. U.S. Treasury Department. All
Bonds signed by an agent must be accompanied by a certified
copy of the authorit~. to act.
5.2. If the surety on any Bond furnished by CONTRAC-
TOR is declared a bankrupt or becomes insolvent or its right
to do business is terminated in any state where any part of
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the Project is located or it ceases to meet the requirements
of paragraph 5.1, CONTRACTOR shall within five days
thereafter substitute another Bond and Surety, both of which
must be acceptable to OWNER.
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CotUraCUJr's LWbilily Insurance:
5.3. CONTRACTOR shall purchase and maintain such
comprehensive general 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 perfor-
mance 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 of them to perform or furnish any of the Work, or by
anyone for whose acts any of them may be liable:
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5.3.1. Claims under workers' or workmen's compen-
sation, disability benefits and other similar employee ben-
efit acts;
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5.3.1. Claims for damages because of bodily injury,
occupational sickness or disease, or death of CONTRAC-
TOR's employees;
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.5.3.3. Claims for damages because of bodily injury,
sickness or disease. or death of any person other than
CONTRACTOR's employees:
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5.3.4. Claims for damages insured by personal injury
liability coverage which are sustained lal by any person
as a result of an offense directly or indirectly related to
the employment of such person by CONTRACTOR. or
(bl by any other person for any other reason:
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.5.3.5. Claims for damages, other than to the Work
itself. because of injury to or destruction of tangible prop-
erty wherever located. including loss of use resulting
therefrom:
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5.3.6. Claims arising out of operation of Laws or Reg-
ulations for damages because of bodily injury or death of
any person or for damage to property: and
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5.3.7. 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.
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The insurance required by this paragraph 5.3 shall include
the specific coverages and be written for not less than the
limits of liability and coverages provided in the Supplemen-
tary Conditions, or required by law, whichever is greater.
The comprehensive general liability insurance shall include
completed operations insurance. All of the policie~ of insur-
ance so required to be purchased and maintained (or the
certificates or other evidence thereoO shall contain a provi-
sion or endorsement that the coverage afforded will not be
cancelled, materially changed or renewal refused until at least
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thirty days' prior written notice has been given to OWNER
and ENGINEER by certified mail. All such insurance shall
remain in effect until final payment and at all times thereafter
when CONTRACTOR may be correcting, removing or
replacing defective Work in accordance with paragraph 13.12.
In addition, CONTRACTOR shall maintain such completed
operations insurance for at least two years after final payment
and furnish OWNER with evidence of continuation of such
insurance at final payment and one year thereafter.
COnlractluli Liability Insurance:
.5.4. The comprehensive general liability insurance required
by paragraph 5.3 will include contractual liability insurance
applicable to CONTRACTOR's obligations under paragraphs
6.30 and 6.31.
Owner's Liabiliry Insurance:
5.5. OWNER shall be responsible for purchasing and
maintaining OWNER's own liability insurance and, at
OWNER's option. may purchase and maintain such insur-
ance as will protect OWNER against claims which may arise
from operations under the Contract Documents.
Property Insurance:
5.6. Unless otherwise provided in the Supplementary
Conditions, OWNER shall purchase and maintain property
insurance upon the Work at the site to the full insurable value
thereof (subject to such deductible amounts as may be pro-
vided in the Supplementary Conditions or required by Laws
and Regulations l. This insurance shall include the interests
of OWNER. CONTRACTOR. Subcontractors. ENGINEER
and ENGINEER's consultants in the Work. all of whom shall
be listed as insureds or additional insured parties. shall insure
against the perils of fire and extended coverage and shall
include "all risk" insurance for physical loss and damage
inCluding theft. vandalism and malicious mischief. collapse
and water damage. and such other perils as may be provided
in the Supplementary Conditions. and shall include damages.
losses and expenses arising out of or resulting from any insured
loss or incurred in the repair or replacement of any insured
property (including but not limited to fees and charges of
engineers. architects. attorneys and other professionals). If
not covered under the "all risk" insurance or otherwise pro-
vided in the Supplementary Conditions. CONTRACTOR shall
purchase and maintain similar property insurance on portions
of the Work stored on and ofT the site or in transit when such
portions of the Work are to be included in an Application for
Payment.
5.7. OWNER shall purchase and maintain such boiler and
machinery insurance or additional property insurance as may
be required by the Supplementary Conditions or Laws and
Regulations which will include the interests of OWNER.
CONTRACTOR. Subcontractors, ENGINEER AND
ENGINEER's consultants in the Work. all of whom shall be
listed as insured or additional insured parties.
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5.8. All the policies of insurance lor the certificates or
other evidence thereot) required to be purchased and main-
tained by OWNER in accordance with paragraphs 5.6 and
5.7 will contain a provision or endorsement that the coverage
afforded will not be cancelled or materially changed or renewal
refused until at least thirty days' prior written notice has been
given to CONTRACTOR by certified mail and will contain
waiver provisions in accordance with paragraph 5. 11.2.
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5.9. OWNER shall not be responsible for purchasing and
maintaining any property insurance to protect the intert:sts
of CONTRACTOR. Subcontractors or others in the Work to
the extent of any deductible amounts that are provided in the
Supplementary Conditions. The risk of loss within the
deductible amount. will be borne by CONTRACTOR. Sub-
contractor or others suffering any such loss and if any of them
wishes property insurance coverage within the limits of such
amounts. each may purchase and maintain it at the purchas-
er's own expense.
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5.10. If CONTRACTOR requests in writing that other
special insurance be included in the property insurance pol-
icy. OWNER shall. if possible. include such insurance. and
the cost thereof will be charged to CONTRACTOR by appro-
priate Change Order or Written Amendment. Prior to com-
mencement of the Work at the site. OWNER shall in writing
advise CONTRACTOR whether or not such other insurance
has been procured by OWNER.
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Waiver of Rights:
5.11.1. OWNER and CONTRACTOR waive all rights
against each other for all losses and damages caused by
any of the perils covered by the policies of insurance
provided in response to paragraphs 5.6 and 5.7 and any
other property insurance applicable to the Work. and also
waive all such rights against the Subcontractors. ENGI-
NEER. ENGINEER's consultants and all other parties
named as insureds in such policies for losses and damages
so caused. As required by paragraph 6.11. each subcon-
tract between CONTRACTOR and a Subcontractor will
contain similar waiver provisions by the Subcontractor in
favor of OWNER. CONTRACTOR. ENGINEER. ENGI-
N EER' s consultants and all other parties named as insureds.
None of the above waivers shall extend to the rights that
any of the insured parties may have to the proceeds of
insurance held by OWNER as trustee or otherwise pay-
able under any policy so issued.
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5.11.2. OWNER and CONTRACTOR intend that any
policies provided in response to paragraphs 5.6 and 5.7
shall protect all of the parties insured and provide primary
coverage for all losses and damages caused by the perils
covered thereby. Accordingly. all such policies shall con-
tain provisions to the effect that in the event of payment
of any loss or damage the insurer will have no rights l)f
reco\'ery against any of the parties named as insureds llr
additional insureds. and if the insurers require separate
waiver forms to be signed by ENGINEER or ENGI-
N EER's Cllnsultant OWN ER will obtain the same. and if
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such waiver forms are required of any Subcontractor.
CONTRACTOR will obtain the same.
Receipt and ApplicaIion of Proceeds:
5.12. Any insured loss under the policies of insurance
required by paragraphs 5.6 and 5.7 will be adjusted with
OWNER and made payable to OWNER as trustee for the
insureds. as their interests may appear. subject to the require-
ments of any applicable mortgage clause and of paragraph
5.13. OWNER shall deposit in a separate account any money
so ,received. and shall distribute it in accordance with such
agreement as the parties in interest may reach. If no other
special agreement is reached the damaged Work shall be
repaired or replaced. the moneys so received applied on
account thereof and the Work and the cost thereof covered
by an appropriate Change Order or Written Amendment.
5.13. OWNER as trustee shall have power to adjust and
settle any loss with the insurers unless one of the parties in
interest shall object in writing within fifteen days after the
occurrence of loss to OWNER's exercise of this power. If
such objection be made. OWNER as trustee shall make set-
tlement with the insurers in accordance with such agreement
as the parties in interest may reach. If required in writing by
any party in interest. OWNER as trustee shall. upon the
occurrence of an insured loss. give bond for the proper per-
formance of such duties.
Acceptance of Insurance:
5.14. !fOWNER has any objection to the coverage afforded
by or other provisions of the insurance reqt;ired to be pur-
chased and maintained by CONTRACTOR in accordance
with paragraphs 5.3 and 5,4 on the basis of its not complying
with the Contract Documents. OWNER shall notify CON-
TRACTOR in writing thereof within ten days of the date of
delivery of such certificates to OWNER in accordance with
paragraph 2.7. If CONTRACTOR has any objection to the
coverage afforded by or other provisions of the policies of
insurance required to be purchased and maintained by OWNER
in accordance with paragraphs 5.6 and 5.7 on the basis of
their no~ complying with the Contract Documents. CON-
TRACTOR shall notify OWNER in writing thereof within ten
days of the date of delivery of such certificates to CON-
TRACTOR in accordance with paragraph 2.7. OWNER and
CONTRACTOR shall each provide to the other such addi-
tional information in respect of insurance provided by each
as the other may reasonably request. Failure by OWNER or
CONTRACTOR to give any such notice of objection within
the time provided shall constitute acceptance of such insur-
ance purchased by the other as complying with the Contract
Documents.
Partial Uti/i:.Jltion-Propeny Insurance:
5.15. Ii' )WNER finds it necessary to occupy'or use a
portion or portions of the Work prior to Substantial Comple-
tion of all the Work. such use or occupancy may be accom-
plished in accordam:e with paragraph 14.10: provided that no
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such use or occupancy shall commence before the insurers
providing the property insurance have acknowledged notice
thereof and in writing effected the changes in coverage neces-
sitated thereby. The insurers providing the property insur-
ance shall consent by endorsement on the policy or policies,
but the property insurance shall not be cancelled or lapse on
account of any such partial use or occupancy.
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ARTICLE 6-CONTRACTOR'S RESPONSIBILITIES
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Supervision and Superintendence:
6.1. CONTRACTOR shall supervise and direct the Work
competently and efficiently, devoting such attention thereto
and applying such skills and expertise as may be necessary
to perform the Work in accordance with the Contract Doc-
uments. CONTRACTOR shall be solely responsible for the
means. methods. techniques, sequences and procedures of
construction. but CONTRACTOR shall not be responsible
for the negligence of others in the design or selection of a
specific means, method. technique, sequence or procedure
of construction which is indicated in and required by the
Contract Documents. CONTRACTOR shall be responsible
to see that the finished Work complies accurately with the
Contract Documents.
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6.2. CONTRACTOR shall keep on the Work at all times
during its progress a competent resident superintendent. who
shall not be replaced without written notice to OWNER and
ENGINEER except under extraordinary circumstances. The
superintendent will be CONTRACTOR's representative at
the site and shall have authority to act on behalf of CON-
TRACTOR. All communica.tions given to the superintendent
shall be as binding as if given to CONTRACTOR.
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Labor. Materials and Equipment:
6.3. CONTRACTOR shall provide competent. suitably
qualified personnel to survey and layout the Work and per-
form construction as required by the Contract Documents.
CONTRACTOR shall at all times maintain good discipline
and order at the site. Except in connection with the safety or
protection of persons or the Work or property at the site or
adjacent thereto. and except as otherwise indicated in the
Contract Documents, all Work at the site shall be performed
during regular working hours. and CONTRACTOR will not
permit overtime work or the performance of Work on Sat-
urday. Sunday or any legal holiday without OWNER's writ-
ten consent given after prior written notice to ENGINEER.
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6.4. Unless otherwise specified in the General Require-
ments. CONTRACTOR shall furnish and assume full respon-
sibility for all materials. equipment. labor. transportation.
construction equipment and machinery, tools. appliances.
fuel. power. light. heat. telephone. water. sanitary facilities.
temporary facilities and all other facilities and incidentals
necessary for the furnishing, performance. testing. start-up
and completion of the Work.
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6.5. All materials and equipment shall be of good quality
and new. except as otherwise provided in the Contract Doc-
uments. If required by ENGINEER. CONTRACTOR shall
furnish satisfactory evidence (including reports of required
tests) as to the kind and quality of materials and equipment.
All materials and equipment shall be applied. installed. con-
nected. erected. used. cleaned and conditioned in accordance
with the instructions of the applicable Supplier except as
otherwise provided in the Contract Documents: but no pro-
vision of any such instructions will be effective to assign to
ENGINEER. or any of ENGINEER's consultants. agents or
employees, any duty or authority to supervise or direct the
furnishing or performance of the Work or any duty or author-
ity to undertake responsibility contrary to the provisions of
paragraph 9.15 or 9.16.
Adjusting Progress Schedule:
6.6. CONTRACTOR shall submit to ENGINEER for
acceptance (to the extent indicated in paragraph 2.91 adjust-
ments in the progress schedule to reflect the impact thereon
of new developments; these win conform generally to the
progress schedule then in effect and additionally will comply
with any provisions of the General Requirements applicable
thereto.
SubstiJutes or "Or-EqU4/" Items:
6.7.1. Whenever materials or equipment are specified
or described in the Contract Documents by using the name
of a proprietary item or the name of a particular Supplier
the naming of the item is intended to establish the type,
function and quality required. Unless the name is followed
by words indicating that no substitution is permitted,
materials or equipment of other Suppliers may be accepted
by ENGINEER if sufficient information is submined by
CONTRACTOR to allow ENGINEER to determine that
the material or equipment proposed is equivalent or equal
to that named. The procedure for review by ENGINEER
will include the following as supplemented in the General
Requirements. Requests for review of substitute items of
material and equipment will not be accepted by ENGI-
NEER from anyone other than CONTRACTOR. If CON-
TRACTOR wishes to furnish or use a substitute item of
material or equipment. CONTRACTOR shall make writ-
ten application to ENGINEER for acceptance thereof.
certifying that the proposed substitute will perform ade-
quately the functions and achieve the results called for by
the general design. be similar and of equal substance to
that specified and be suited to the same use as that spec-
ified. The application will state that the evaluation and
acceptance of the proposed substitute will not prejudice
CONTRACTOR's achievement of Substantial Comple-
tion on time, whether or not acceptance of the substitute
for.use in the Work will require a change in any of the
Contract Documents (or in the provi!i.r'~s of any other
direct contract with OWNER for work on the Project) to
adapt the design to the proposed substitute and whether
or not incorporation or use of the substitute in connection
with the Work is subject to payment of any license fee or
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royalty. All variations of the propost:d substitute from that
specified will be identified in the application and available
maintenance. repair and replacement service will be indi-
cated. The application will also contain an itemized esti-
mate of all costs that will result directly or indirectly from
acceptance of such substitute. including costs of redesign
and claims of other contractors affected by the resulting
change. all of which shall be considered by ENG[NEER
in evaluating the proposed substitute. ENGINEER may
require CONTRACTOR to furnish at CONTRACTOR's
expense additional data about the propost:d substitute.
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6.7.:'. [I' a specific means. method. technique. sequence
or procedure of construction is indicated in or required by
the Contract Documents. CONTRACTOR may furnish or
utilize a substitute means. method. sequence. technique
or procedure of construction acceptable to ENGINEER.
if CONTRACTOR submits sufficient information to allow
ENGINEER to determine that the substitute proposed is
equivalent to that indicated or required by the Contract
Documents. The procedure for review by E:-JGINEER
will be similar to that provided in paragraph 6.7. I as applied
by ENGINEER and as may be supplemented in the Gen-
eral Requirements.
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6.7.3. E:-JGINEER will be allowed a reasonable timt:
within which to evaluate each proposed substitute. ENGI-
NEER will be the sole judge of acceptability. and no
substitute will be ordered. installed or utilized withoUl
ENG[NEER's prior written acceptance which will be evi-
denced by either a Change Order or an approved Shop
Drawing. OWNER may require CONTRACTOR to fur-
nish at CONTRACTOR's expense a special performance
guarantee or other surety with respect to any substitute.
ENGINEER will record time required by ENGINEER
and ENGINEER's consultants in eva:uating substitutions
proposed by CONTRACTOR and in making changes in
the Contract Documents occasioned thereby. Whether or
not ENGINEER accepts a proposed substitute. CON-
TRACTOR shall reimburse OWNER for the charges of
ENGINEER and ENGINEER's consultams for evaluat-
ing t:ach proposed substitute.
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Concerning Subcontractors. Suppliers and Others:
6.8.1. CONTRACTOR shall not employ any Subcon-
tractor. Supplier or other person or organization I including
those acceptable to OWNER and ENGINEER as indi-
cated in paragraph 6.8.:'>. whether initially or as a substi-
tute. against whom OWNER or ENGINEER may ha\"t:
reasonable objection. CONTRACTOR shall not be required
to employ any Subcontractor. Supplier or other person l'r
organization to furnish or pert'orm any of the Wllrk against
whom CONTRACTOR has reasonable objectilm.
6.8.:'. [I' (he Supplementary Conditions rt:quire the
identity of ct:rtain Subcontractors. Suppliers llr other per-
sons or organizations I including those who art: to furnish
the principal items of materials and equipmem) tv be sub-
mittt:d to OWNER in advance of the spt:cified date pril'r
to the Effective Date of the Agreement for acceptance b\"
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OWNER and ENGINEER and if CONTRACTOR has
submitted a list thereof in accordance with the Supple-
mentary Conditions. OWN ER's or ENGIN EER's accept-
ance (either in writing or by failing to make written objec-
tion thereto by the date indicated for acceptance or objec-
tion in the bidding documents or the Contract Documents I
of any such Subcontractor. Supplier or other person or
organization so identified may be revoked on the basis of
reasonable objection after due investigation. in which case
CONTRACTOR shall submit an acceptable substitute. the
Contract Price will be increased by the difference in the
cost occasioned by such substitution and an appropriate
Change Order will be issued or Written Amendment signed.
No acceptance by OWNER vr ENGINEER of any such
Subcontractor. Supplier or other person or organization
shall constitute a waiver of any right of OWNER or ENGI-
NEER to reject defect/I'e Work.
6.9. CONTRACTOR shall be fully responsible to OWNER
and ENGINEER for all acts and omissions of the Subcon-
tractors. Suppliers and other persons and organizations per-
forming or furnishing any of the Work under a direct or
indirect contract with CONTRACTOR just as CONTRAC-
TOR is responsible for CONTRACTOR's own acts and omis-
sions. Nothing in the Contract Documents shall create any
contractual relationship between OWNER or ENGINEER
and any such Subcontractor. Supplier or other person or
organization. nor shall it create any obligation on the parr of
OWNER or ENGINEER to payor to see to the payment of
any moneys due any such Subcontractor. Supplier or other
person or organization except as may otherwise be required
by Laws and Regulations.
6.10. The divisions and sections of the Specifications and
the identifications of any Drawings shall not control CON-
TRACTOR in dividing the Work among Subcontractors or
Suppliers or delineating the Work to be performed by any
specific trade.
6.11. All Work performed for CONTRACTOR by a Sub-
contractor will be pursuant to an appropriate agreement
between CONTRACTOR and the Subcontractor which spe-
cifically binds the Subcontractor to the applicable terms and
conditions of the Contract Documents for the benefit of
OWNER and ENGINEER and contains waiver provisions
as required by paragraph 5.11. CONTRACTOR shall pay
each Subcontractor a just share of any insurance moneys
received by CONTRACTOR on account of losses under pol-
icies issued pursuant to paragraphs 5.6 and 5.7.
Patent Fees and Royalties:
6.12. CONTRACTOR shall pay all license fees and roy.
alties and assume all costs incident to the use in the pert'or-
mance of the Work vr the incorporation in the Work of any
invention. design. process. product or device which is the
subject of patent rights or copyrights held by vthers. If a
particular invention. design. process. product or device is
specified in the Contract Documents for use in the pert'or-
mance of the Work and if to the actual knowledge of OWNER
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or ENGINEER its use is subject to patent rights or copyrights
calling for the payment of any license fee or royalty to others.
the existence of such rights shall be disclosed by OWNER in
the Contract Documents. CONTRACTOR shall indemnify
and hold harmless OWNER and .ENGINEER and anyone
directly or indirectly employed by either of them from and
against all claims. damages. losses and expenses (including
attorneys' fees and court and arbitration costs) arising out of
any infringement of patent rights or copyrights incident to
the use in the performance of the Work or resulting from the
incorporation in the Work of any invention. design. process.
product or device not specified in the Contract Documents.
and shall defend all such claims in connection with any alleged
infringement of such rights.
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Permits:
6.13. Unless otherwise provided in the Supplementary
Conditions. CONTRACTOR shall obtain and pay for all con-
struction permits and licenses. OWNER shall assist CON-
TRACTOR. when necessary. in obtaining such permits and
licenses. CONTRACTOR shall pay all governmental charges
and inspection fees necessary for the prosecution of the Work.
which are applicable at the time of opening of Bids. or if there
are no Bids on the Effective Date of the Agreement. CON-
TRACTOR shall pay all charges of utility owners for con-
nections to the Work. and OWNER shall pay all charges of
such utility owners for capital costs related thereto such as
plant investment fees.
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Laws and ReguUuions:
6.14.1. CONTRACTOR shall give all notices and
comply with all Laws and Regulations applicable to fur-
nishing and performance of the Work. Except where oth-
erwise expressly required by applicable Laws and Regu-
lations. neither OWNER nor ENGINEER shall be respon-
sible for monitoring CONTRACTOR's compliance with
any Laws or Regulations.
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6.14.2. If CONTRACTOR observes that the Specifi-
cations or Drawings are at variance with any Laws or
Regulations. CONTRACTOR shall give ENGINEER
prompt written notice thereof. and any necessary changes
will be authorized by one of the methods indicated in
paragraph 3.4. If CONTRACTOR performs any Work
knowing or having reason to know that it is contrary to
such Laws or Regulations. and without such notice to
ENGINEER. CONTRACTOR shall bear all costs arising
therefrom: however. it shall not be CONTRACTOR's pri-
mary responsibility to make certain that the Specifications
and Drawings are in accordance with such Laws and
Regulations.
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Taxes:
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6.15. CONTRACTOR shall pay all sales. consumer. use
and other similar taxes required to be paid by CONTRAC-
TOR in accordance with the Laws and Regulations of the
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place of the Project which are applicable during the perfor-
mance of the Work.
Use of Premises:
6.16. CONTRACTOR shall confine construction equip-
ment. the storage of materials and equipment and the oper-
ations of workers to the Project site and land and areas iden-
tified in and permitted by the Contract Documents and other
land and areas permitted by Laws and Regulations. rights-
of-way. permits and easements. and shall not unreasonably
encumber the premises with construction equipment or other
materials or equipment. CONTRACTOR shall assume full
responsibility for any damage to any such land or area. or to
the owner or occupant thereof or of any land or areas contig-
uous thereto. resulting from the performance of the Work.
Should any claim be made against OWNER or ENGINEER
by any such owner or occupant because of the performance
of the Work. CONTRACTOR shall promptly attempt to settle
with such other party by agreement or otherwise resolve the
claim by arbitration or at law. CONTRACTOR shall. to the
fullest extent permitted by Laws and Regulations. indemnify
and hold OWNER and ENGINEER harmless from and against
all claims. damages. losses and expenses (including. but not
limited to. fees of engineers. architects, attorneys and other
professionals and court and arbitration costs) arising directly,
indirectly or consequentially out of any action. legal or equi-
table. brought by any such other party against OWNER or
ENGINEER to the extent based on a claim arising out of
CONTRACTOR's performance of the Work.
6.17. During the progress of the Work. CONTRACTOR
shall keep the premises free from accumulations of waste
materials. rubbish and other debris resulting from the Work.
At the completion of the Work CONTRACTOR shall remove
all waste materials. rubbish and debris from and about the
premises as well as all tools. appliances. construction equip-
ment and machinery. and surplus materials. and shall leave
the site clean and ready for occupancy by OWNER. CON-
TRACTOR shall restore to original condition all property not
designated for alteration by the Contract Documents.
6.18. CONTRACTOR shall not load nor permit any part
of any structure to be loaded in any manner that will endanger
the structure. nor shall CONTRACTOR subject any part of
the Work or adjacent property to stresses or pressures that
will endanger it.
Record Documenls:
6.19. CONTRACTOR shall maintain in a safe place at
the site one record copy of all Drawings. Specifications.
Addenda. Written Amendments. Change Orders. Work
Directive Changes. Field Orders and written interpretations
and clarifications (issued pursuant to paragraph 9.4) in good
order and annotated to show all changes made during con-
struction. These record documents together with all approved
samples and a counterpart of all approved Shop Drawings
will be available to ENGINEER for reference. Upon com-
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pletion of the Work. these record documents. samples and
Shop Drawings will be delivered to ENGINEER for OWNER.
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Safery and Protection:
6.20. CONTRACTOR shall be responsible for initiating.
maintaining and supervising all safety precautions and pro-
grams in connection with the Work. CONTRACTOR shall
take all necessary precautions for the safety of. and shall
provide the necessary protection to prevent damage. injury
or loss to:
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6.20.1. all employees on the Work and other persons
and organizations who may be afTected thereby:
6.20.2. all the Work and materials and equipment to
be incorporated therein. whether in storage on or off the
site: and
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6.20.3. other property at the site or adjacent thereto.
including trees. shrubs. lawns. walks. pavements. road.
ways. structures. utilities and Underground Facilities nOI
designated for removal. relocation or replacement in the
course of construction.
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CONTRACTOR shall comply with all applicable Laws and
Regulations of any public body having jurisdiction for the
safety of persons or property or 10 protect them from damage.
injury or loss: and shall erect and maintain all necessary
safeguards for such safety and protection. CONTRACTOR
shall nOlify owners of adjacent property and of Underground
Facilities and utility owners when prosecution of the Work
may afTect them. and shall cooperate with them in the pro-
tection. removal. relocation and replacement of their prop-
erty. .-\11 damage. injury (ir loss to any property referred to
in paragraph 6.20.2 or 6.20.3 caused. directly or indirect]\..
in whole or in part. by CONTRACTOR. any Subcontractor.
Supplier or any other person or organization directly or indi.
rectly employed by any of them to perform or furnish any of
the \Vork or anyone for whose acts any of them may be liable.
shall be remedied by CONTRACTOR (except damage or loss
attributable to the fault of Drawings or Specifications or to
the acts or omissions of OWNER or ENGINEER or anyone
employ'ed by either of them or anyone for whose acts either
of them may be liable. and not attributable. direl:tly or indi-
rectly. in whole or in part. to the fault or negligence of CON-
TRACTOR!. CONTRACTOR's duties and responsibilities
for the safety and protection of the Work shall continue until
such time as all the Work is completed and ENGINEER has
issued a notice to OWNER and CONTRACTOR in accord-
ance with paragraph 14.13 that the Work is acceptable (except
as otherwise expressly provided in connection with Substan-
tial Completionl.
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6.21. CONTRACTOR shall desigmlte a respllnsible rep-
resentative at the site whose duty shall be the ~-,"e\.ention lll'
accidents. This person shall be CONTRACTOR' s superin-
tendent unless otherwise designated in writing by CO:--;.
TR.-\CTOR to OWNER.
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Emergencies:
6.22. In emergencies affecting the safety or protection of
persons or the Work or property at the site or adjacent thereto.
CONTRACTOR. without special instruction or authorization
from ENGINEER or OWNER. is obligated to act to prevent
threatened damage. injury or loss. CONTRACTOR shall give
ENGINEER prompt written notice if CONTRACTOR believes
that any significant changes in the Work or variations from
the Contract Documents have been caused thereby. If ENGI-
NEER determines that a change in the Contract Documents
is required because of the action taken in response to an
emergency. a Work Directive Change or Change Order will
be issued to document the consequences of the changes or
variations.
Shop Drawings and Samples:
6.23. After checking and verifying all field measurements
and after complying with applicable procedures specified in
the General Requirements. CONTRACTOR shall submit to
ENGINEER for review and approval in accordance with the
accepted schedule of Shop Drawing submissions (see para-.
graph 2.9l. or for other appropriate action if so indicated in
the Supplementary Conditions. five copies !Unless otherwise
specified in the General Requirements) of all Shop Drawings.
which will bear a stamp or specific written indication that
CONTRACTOR has satisfied CONTRACTOR's responsi-
bilitic:s under the Contracl Documents with respect to the
review of the submission. All submissions will be identified
as ENGINEER may require. The data shown on the Shop
Drawings will be complete with respect to quantities. dimen-
sions. specified performance and design criteria. materials
and similar data to enable ENGINEER to review the infor-
mation as required.
6.24. CONTRACTOR shall also submit to ENGINEER
for review and approval with such promptness as to cause
no delay in Work. all samples required by the Contract Doc-
uments. All samples will have been checked by and accom-
panied by a specific written indication that CONTRACTOR
has satisfied CONTRACTOR's responsibilities under the
Contract Documents with respect to the review of the sub-
mission and will be identified clearly as to material. S4pplier.
pertinent data such as catalog numbers and the use for which
intended.
6.25.1. Before submission of each Shop Drawing or
sample CONTRACTOR shall have determined and veri-
fied all quantities. dimensions. specified performance cri-
teria. installation requirements. materials. catalog num-
bers and similar data with respect thereto and reviewed
or coordinated each Shop Drawing or Sample with other
Shop Drawings and samples and with the requirements of
the Work and the Contract Documents.
6.25.2. At the time llf each submission. CONTRAC-
TOR shall give ENGIN EER spel:ific written notice of each
variation that the Shop Drawings or samples may have
from the requirements llf the Cllntract Documents. and.
in addition. shall cause a specifil: notation 10 be made un
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each Shop Drawing submitted to ENGINEER for review
and approval of each such variation.
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6.26. ENGINEER will review and approve with reason-
able promptness Shop Drawings and samples. but ENGI-
NEER's review and approval will be only for conformance
with the design concept of the Project and for compliance
with the information given in the Contract Documents and
shall not extend to means. methods. techniques. sequences
or procedures of construction (except where a specific means.
method. technique. sequence or procedure of construction is
indicated in or required by the Contract Documents) or to
safety precautions or programs incident thereto. The review
and approval of a separate item as such will not indicate
approval of the assembly in which the item functions. CON-
TRACTOR shall make corrections required by ENGINEER.
and shall return the required number of corrected copies of
Shop Drawings and submit as required new samples for review
and approval. CONTRACTOR shall direct specific attention
in writing to revisions other than the corrections called for
by ENGINEER on previous submittals.
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6.27. ENGINEER's review and approval of Shop Draw-
ings or samples shall not relieve CONTRACTOR from
responsibility for any variation from the requirements of the
Contract Documents unless CONTRACTOR has in writing
called ENGINEER's attention to each such variation at the
time of submission as required by paragraph 6.15.2 and
ENGINEER has given written approval of each such varia-
tion by a specific written notation thereof incorporated in or
accompanying the Shop Drawing or sample approval; nor
will any approval by ENGINEER relieve CONTRACTOR
from responsibility for errors or omissions in the Shop Draw-
ings or from responsibility for having complied with the pro-
visions of paragraph 6.25. L
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6.28. Where a Shop Drawing or sample is required by the
Specifications. any related Work performed prior to ENGI-
NEER's review and approval of the pertinent submission will
be the sole expense and responsibility of CONTRACTOR.
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Continuing the Work:
6.29. CONTRACTOR shall carry on the Work and adhere
to the progress schedule during all disputes or disagreements
with OWNER. No Work shall be delayed or postponed pend-
ing resolution of any disputes or disagreements, except as
permitted by paragraph 15.5 or as CONTRACTOR and
OWNER may otherwise agree in writing.
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6.30. To the fullest extent permitted by Laws and Regu-
lations CONTRACTOR shall indemnify and hold harmless
OWNER and ENGINEER and their consultants. agents and
employees from and against all claims, damages. losses and
expenses, direct. indirect or consequential (including but not
limited to fees and charges of engineers. architects. attorneys
and other professionals and court and arbitration costs) aris-
ing out of or resulting from the performance of the Work.
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provided that any such claim. damage. loss or expense (a) is
attributable to bodily injury. sickness. disease or death. or to
injury to or destruction of tangible property (other than the
Work itselO including the loss of use resulting therefrom and
(b) is caused in whole or in part by any negligent act or
omission of CONTRACTOR. any Subcontractor. any person
or organization directly or indirectly employed by any of them
to perform or furnish any of the Work or anyone for whose
acts any of them may be liable. regardless of whether or not
it is caused in pan by a party indemnified hereunder or arises
by or is imposed by Law and Regulations regardless of the
negligence of any such pany.
6.31. In any and all claims against OWNER or ENGI-
NEER or any of their consultants. agents or employees. by
any employee of CONTRACTOR. any Subcontractor. any
person or organization directly or indirectly employed by any
of them to perform or furnish any of the Work or anyone for
whose acts any of them may be liable. the indemnification
obligation under paragraph 6.30 shall not be limited in any
way by any limitation on the amount or type of damages.
compensation or benefits payable by or for CONTRACTOR
or any such Subcontractor or other person or organization
under workers' or workmen's compensation acts. disability
benefit acts or other employee benefit acts.
6.32. The obligations of CONTRACTOR under para-
graph 6.30 shall not extend to the liability of ENGINEER.
ENGINEER's consultants. agents or employees arising out
of the preparation or approval of maps. drawings. opinions,
reports, surveys. Change Orders. designs or specifications.
ARTICLE 7-OTHER WORK
Reliued Work tll Sile:
7.1. OWNER may perform other work related to the Proj-
ect at the site by OWNER's own forces. have other work
performed by utility owners or let other direct contracts therefor
which shall contain General Conditions similar to these. If
the fact that such other work is to be performed was not noted
in the Contract Documents. written notice thereof will be
given to CONTRACTOR prior to starting any such other
work: and. if CONTRACTOR believes that such perfor-
mance will involve additional expense to CONTRACTOR or
requires additional time and the panies are unable to agree
as to the extent thereof. CONTRACTOR may make a claim
therefor as provided in Articles II and 12.
7.2. CONTRACTOR shall afford each utility owner and
other contractor who is a party to such a direct contract (or
OWNER, if OWNER is performing the additional work with
OWNER's employees) proper and safe access to the site and
a reasonable opportunity for the introduction and storage of
materials and cCJuipment and the execution of such work, and
shall properly connect and coordinate the Work with theirs.
CONTRACTOR shall do all cutting, fining and patching of
the Work that may be required to make its several parts come
together properly and integrate with such other work. CON-
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TRACTOR shall not endanger any work of others by cutting.
excavating or otherwise altering their work and will only cut
or alter their work with the written consent of ENGINEER
and the others whose work will be affected. The duties and
responsibilities of CONTRACTOR under this paragraph are
for :he benefit of such utility owners and other contractors
to the extent that there are comparable provisions for the
benefit of CONTRACTOR in said direct contracts between
OWNER and such utility owners and other contractors.
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7.3. If any part of CONTRACTOR's Work depends for
'proper execution or results upon the work of any such other
contractor or utility owner (or OWNER). CONTRACTOR
shall inspect and promptly report to ENGINEER in writing
any delays. defects or deficiencies in such work that render
it unavailable or unsuitable for such proper execution and
results. CONTRACTOR's failure so to report will constitute
an acceptance of the other work as fit and proper for integra-
tion with CONTRACTOR's Work except for latent or non-
apparent defects and deficiencies in the other work.
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Coordination:
7.4. If OWNER contracts with others for the perfor-
mance of other work on the Project at the site. the person or
organization who will have authority and responsibility for
coordination of the activities among the various prime con-
tractors will be identified in the Supplementary Conditions.
and the specific matters to be covered by such authority and
responsibility will be itemized, and the extent of such author-
ity and responsibilities will be provided. in the Supplementary
Conditions. Unless otherwise provided in the Supplementary
Conditions. neither OWNER nor ENGINEER shall have any
authority or responsibility in respect of such coordination.
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ARTICLE 8-0WNER'S RESPONSIBILITIES
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8.1. OWNER shall issue all communications to CON-
TRACTOR through ENGINEER.
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8.~. In case of termination of the employment of ENGI-
NEER. OWNER shall appoint an engineer against whom
CONTRACTOR makes no reasonable objection, whose sta-
tus under the Contract Documents shall be that of the former
ENGINEER. Any dispute in connection with such appoint-
ment shall be subject to arbitration.
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8.3. OWNER shall furnish the data required of OWNER
under the Contract Documents promptly and shall make pay-
ments to CONTRACTOR promptly after they are due as
provided in paragraphs 14.4 and 14.13.
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8.4. OWNER's duties in respect of providing lands ,md
easements and providing engineering surveys to establish
reference points are set forth in paragraphs 4. I and 4.4. Para-
graph ~.2 refers to OWNER's identifying and making avail-
able to CONTRACTOR copies of reports of explorations and
tests of subsurt'ace conditions at the site and in existing struc-
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tures which have been utilized by ENGINEER in preparing
the Drawings and Specifications.
8.5. OWNER's responsibilities in respect of purchasing
and maintaining liability and property insurance are set forth
in paragraphs 5.5 through 5.8.
8.6. OWNER is obligated to execute Change Orders as
indicated in paragraph 10.4.
8.7. OWNER's responsibility in respect of certain
inspections, tests and approvals is set forth in paragraph 13.4.
8.8. In connection with OWNER's right to stop Work or
suspend Work. see paragraphs 13.\0 and 1).1. Paragraph 15.2
deals with OWNER's right to terminate services of CON-
TRACTOR under certain circumstances.
ARTICLE 9-ENGINEER'S STATUS DURING
CONSTRUCTION
Owner's Representative:
9.1. ENGINEER will be OWNER's representative dur-
ing the construction period. The duties and responsibilities
and the limitations of authority of ENGINEER as OWNER's
representative during construction are set forth in the Con-
tract Documents and shall not be extended without written
consent of OWNER and ENGINEER.
Visits to Site:
9.2. ENGINEER will make visits to the site at intervals
appropriate to the various stages of construction to observe
the progress and quality of the executed Work and to deter-
mine. in general. if the Work is proceeding in accordance
with the Contract Documents. ENGINEER will not be required
to make exhaustive or continuous on-site inspections to check
the quality or quantity of the Work. ENGINEER's efforts
will be directed toward providing for OWNER a greater degree
of confidence that the completed Work will conform to the
Contract Documents. On the basis of such visits and on-site
observations as an experienced and qualified design profes-
sional. ENGINEER will keep OWNER informed of the prog-
ress of the Work and will endeavor to guard OWNER against
defects and deficiencies in the Work.
Project Representation:
9.3. If OWNER and ENGINEER agree, ENGINEER
will furnish a Resident Project Representative to assist
ENGINEER in observing the performance of the Work. The
duties. responsibilities and limitations of authority of any
such Resident Project Representative and assistants will be
as provided in the Supplementary Conditions. If OWNER
designates another agent to represent ':::WN ER at the site
who is not ENGINEER's agent or employee. the Juties.
responsibilities and limit.llions of authority of such other
person will be as provided in the Supplementary Conditions.
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CkuijicaliDns and I nurpnuuions:
9.4. ENGINEER will issue with reasonable promptness
such written clarifications or interpretations of the require-
ments of the Contract Documents (in the form of Drawings
or otherwise) as ENGINEER may determine necessary. which
shall be consistent with or reasonably inferable from the
overall intent of the Contract Documents. If CONTRACTOR
believes that a written clarification or interpretation justifies
an increase in the Contract Price or an extension of the
Contract Time and the panies are unable to agree to the
amount or extent thereof. CONTRACTOR may make a claim
therefor as provided in Anicle 11 or Article 12.
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AUlhoriz.ed Var.ations in Work:
9.5. ENGINEER may authorize minor variations in the
Work from the requirements ofthe Contract Documents which
do not involve an adjustment in the Contract Price or the
Contract Time and are consistent with the overall intent of
the Contract Documents. These may be accomplished by a
Field Order and will be binding on OWNER. and also on
CONTRACTOR who shall perform the Work involved
promptly. If CONTRACTOR believes that a Field Order
justifies an increase in the Contract Price or an extension of
the Contract Time and the panies are unable to agree as to
the amount or extent thereof. CONTRACTOR may make a
claim therefor as provided in Anicle 11 or 12.
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Rejecting Defective Work:
9.6. ENGINEER will have authority to disapprove or
reject Work which ENGINEER believes to be defective. and
will also have authority to require special inspection ortesting
of the Work as provided in paragraph 13.9. whether or not
the Work is fabricated. installed or completed.
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Shop Drawings, CJuznge Orders and Payments:
9.7. In connection with ENGINEER's responsibility for
Shop Drawings and samples. see paragraphs 6.23 through
6.29 inclusive.
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9.8. In connection with ENGINEER's responsibilities as
to Change Orders. see Anicles 10. II and 12.
9.9. In connection with ENGINEER's responsibilities in
respect of Applications for Payment. etc.. see Article 14.
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DetermitUllions for Unit Prices:
9.10. ENGINEER wilJ determine the actual quantities
and classifications of Unit Price Work performed by CON-
TRACTOR. ENGINEER will review with CONTRACTOR
ENGINEER's preliminary determinations on such matters
before rendering a written decision thereon (by recommen-
dation of an Application for Payment or otherwise). ENGI-
N EER' s written decisions thereon will be final and binding
upon OWNER and CONTRACTOR, unless. within ten days
after the date of any such decision. either OWNER or CON-
TRACTOR delivers to the other party to the Agreement and
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to ENGINEER written notice of intention to appeal from
such a decision.
Decisions on Disputes:
9.11. ENGINEER will be the initial interpreter of the
requirements of the Contract Documents and judge of the
acceptability of the Work thereunder. Claims. disputes and
other matters relating to the acceptability of the Work or the
interpretation of the requirements of the Contract Documents
pertaining to the performance and furnishing of the Work and
claims under Anicles II and 12 in respect of changes in the
Contract Price or Contract Time will be referred initially to
ENGINEER in writing with a request for a formal decision
in accordance with this paragraph, which ENGINEER will
render in writing within a reasonable time. Written notice of
each such claim. dispute and other matter will be delivered
by the claimant to ENGINEER and the other party to the
Agreement promptly (but in no event later than thirty days)
after the occurrence of the event giving rise thereto, and
written supporting data will be submitted to ENGINEER and
the other pany within sixty days after such occurrence unless
ENGINEER allows an additional period of time to ascertain
more accurate data in support of the claim.
9.12. When functioning as interpreter and judge under
paragraphs 9.10 and 9.11, ENGINEER will not show par-
tiality to OWNER or CONTRACTOR and will not be liable
in connection with any interpretation or decision rendered in
good faith in such capacity. Th.e rendering of a decision by
ENGINEER pursuant to paragraphs 9.10 and 9.11 with respect
to any such claim. dispute or other matter (except any which
have been waived by the making or acceptance of final pay-
ment as provided in paragraph 14.16) will be a condition
precedent to any exercise by OWNER or CONTRACTOR
of such rights or remedies as either may otherwise have under
the Contract Documents or by Laws or Regulations in respect
of any such claim. dispute or other matter.
Limiuuions on ENGINEER's Responsibililies:
9.13. Neither ENGINEER's authority to aCI under this
Article 9 or elsewhere in the Contract Documents nor any
decision made by ENGINEER in good faith either to exercise
or not exercise such authority shall give rise 10 any duty or
responsibility of ENGINEER to CONTRACTOR. any Sub-
contractor, any Supplier. or any other person or organization
performing any of the Work. orto any surety for any of them.
9.14. Whenever in the Contract Documents the terms"as
ordered", .. as directed". .. as required", .. as allowed", .. as
approved" or terms of like effect or import are used. or the
adjectives "reasonable", "suitable", "acceptable". .. proper"
or "satisfactory" or adjectives of like effect or import are
used to. describe a requirement. direction. review or judgment
of ENGINEER as to the Work. it is intended that such
requirement. direction. review or judgment will be solely to
evaluate the Work for compliance with the Contract Docu-
ments (unless there is a specific statement indicating other-
wise). The use of any such lerm or adjective shall not be
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effective to assign to ENGINEER any duty or authority to
supervise or direct the furnishing or performance of the Work
or any duty or authority to undertake responsibility contrary
to the provisions of paragraph 9.15 or 9.16.
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9.15. ENGINEER will not be responsible for CON-
TRACTOR's means. methods. techniques. sequences or pro-
cedures of construction. or the safety precautions and pro-
grams incident thereto. and ENGINEER will not be respon-
sible for CONTRACTOR's failure to perform or furnish the
Work in accordance with the Contract Documents.
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9.16. ENGINEER will not be responsible for the acts or
omissions of CONTRACTOR or of any Subcontractor. any
Supplier. or of any other person or organization performing
or furnishing any of the Work.
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ARTICLE IO-CHANGES IN THE WORK
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10.1. Without invalidating the Agreement and without notice
to any surety. OWNER may. at any time or from time to
time. order additions. deletions or revisions in the Work:
these will be authorized by a Written Amendment. a Change
Order. or a Work Directive Change. Upon receipt of any such
documcilt. CONTRACTOR shall promptly proceed with the
Work involved which will be performed under the applicable
conditions of the Contract Documents (except as otherwise
specifically provided).
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10.2. If OWNER and CONTRACTOR are unable to agree
as to the extent. if any. of an increase or decrease in the
Contract Price or an extension or shortening of the Contract
Time that should be allowed as a result of a Work Directive
Change. a claim may be made therefor as provided in Article
II or Article 12.
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10.3. CONTRACTOR shall not be entitled to an increase
in the Contract Price or an extension of the Contract Time
with respect to any Work performed that is not required by
the Contract Documents as amended. modified and supple-
mented as provided in paragraphs 3 A and 3.5. except in the
case of an emergency as provided in paragraph 6.22 and
except in the case of uncovering Work as provided in para-
graph 13.9.
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IDA. OWNER and CONTRACTOR shall execute appro-
priate Change Orders (or Written Amendments) covering:
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1004.1. changes in the Work which are ordered by
OWNER pursuant to paragraph 10.1. are required because
of acceptance of Jefi!clil'e Work under paragraph 13.13 or
correcting d<ji!clil'e Work under paragraph 13.14. or are
agreed to by the narties:
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10,4.2. changes in the Contract Price or Contract Time
which are agreed to by the parties: and
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1004.3. changes in the Contract Price or Contract Time
which embody the substance of any written decision ren-
dered by ENGINEER pursuant to paragraph 9.1 J:
provided that. in lieu of executing any such Change Order.
an appeal may be taken from any such decision in accordance
with the provisions of the Contract Documents and applicable
Laws and Regulations. but during any such appeal. CON-
TRACTOR shall carryon the Work and adhere to the prog-
ress schedule as provided in paragraph 6.29.
10.5. If notice of any change affecting the general scope
of the Work or the provisions of the Contract Documents
(including. but not limited to. Contract Price or Contract
Time) is required by the provisions of any Bond to be given
to a surety. the giving of any such notice will be CONTRAC-
TOR's responsibility. and the amount of each applicable Bond
will be adjusted accordingly.
ARTICLE J I-CHANGE OF CONTRACT PRICE
11.1. The Contract Price constitutes the total compen-
sation (subject to authorized adjustments) payable to CON-
TRACTOR for performing the Work. All duties. responsibil-
ities and obligations assigned to or undertaken by CON-
TRACTOR shall be at his expense without changc in the
Contract Price.
11.2. The Contract Price may only be changed by a Change
Order or by a Written Amendment. Any claim for an increase
or decrease in the Contract Price shall be based on written
notice delivered by the party making the claim to the other
pany and to ENGINEER promptly (but in no event later than
'thirty days) after the occurrence of the event giving rise to
the claim and stating the general nature of the claim. Notice
of the amount of the claim with supporting data shall be
delivered within sixty days after such occurrence (unless
ENGINEER allows an additional period of time to ascertain
more accurate data in support of the claim) and shall be
accompanied by claimant' s written statement that the amount
claimed covers all known amounts (direct. indirect and con-
sequential) to which the claimant is entitled as a result of the
occurrence of said event. All claims for adjustment in the
Contract Price shall be determined by ENGINEER in accor-
dance with paragraph 9.11 if OWNER and CONTRACTOR
cannot otherwise agree on the amount involved. No claim
for an adjustment in the Contract Price will be valid jf not
submitted in accordance with this paragraph 11.2.
11.3. The value of any Work covered by a Change Order
or of any claim for an increase or decrease in the Contract
Price shall be determined in one of the following ways;
. 11.3.1. Where the Work involved is covered by unit
prices contained in the Contract Documents. by.applica-
tion of unit prices to the quantities of the ilems involved
(subject to the provisions of paragraphs 11.9.1. through
11.9.3. inclusive!.
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11.3.2. By mutual acceptance of a lump sum (which
may include an allowance for overhead and profit not
necessarily in accordance with paragraph 11.6.2.1).
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11.3.3. On the basis of the Cost of the Work (deter-
mined as provided in paragraphs 11.4 and 11.5) plus a
CONTRACTOR's Fee for overhead and profit (deter-
mined as provided in paragraphs 11.6 and 11.7).
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Cost of the Work:
11.4. The term Cost of the Work means the sum of all
costs necessarily incurred and paid by CONTRACTOR in
the proper performance of the Work. Except as otherwise
may be agreed to in writing by OWNER. such costs shall be
in amounts no higher than those prevailing in the locality of
the Project. shall include only the following items and shall
not include any of the costs itemized in paragraph 11.5:
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11.4.1. Payroll costs for employees in the direct employ
of CONTRACTOR in the performance of the Work under
schedules of job classifications agreed upon by OWNER
and CONTRACTOR. Payroll costs for employees not
employed full time on the Work shall be apportioned on
the basis of their time spent on the Work. Payroll costs
shall include. but not be limited to, salaries and wages
plus the cost of fringe benefits which shall include social
security contributions. unemployment. excise and payroll
taxes. workers' or workmen's compensation. health and
retirement benefits, bonuses. sick leave, vacation and hol-
iday pay applicable thereto. Such employees shall include
superintendents and foremen at the site. The expenses of
performing Work after regular working hours. on Satur-
day, Sunday or legal holidays, shall be included in the
above to the extent authorized by OWNER.
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11.4.2. Cost of all materials and equipment furnished
and incorporated in the Work. including costs of trans-
ponation and storage thereof. and Suppliers' field services
required in connection therewith. All cash discounts shall
accrue to CONTRACTOR unless OWNER deposits funds
with CONTRACTOR with which to make payments. in
which case the cash discounts shall accrue to OWNER.
All trade discounts, rebates and refunds and all returns
from sale of surplus materials and equipment shall accrue
to OWNER. and CONTRACTOR shall make provisions
so that they may be obtained.
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11.4.3. Payments made by CONTRACTOR to the
Subcontractors for Work performed by Subcontractors.
If required by OWNER, CONTRACTOR shall obtain
competitive bids from Subcontractors acceptable to CON-
TRACTOR and shall deliver such bids to OWNER who
will then determine. with the advice of ENGINEER, which
bids will be accepted. If a subcontract provides tllat the
Subcontractor is to be paid on the basis of COSt of the
Work Plus a Fee. the Subcontractor's Cost of the Work
shall be determined in the same manner as CONTRAC-
TOR's Cost of the Work. All subcontracts shall be subject
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to the other provisions of the Contract Documents insofar
as applicable.
11.4.4. Costs of special consultants (including but not
limited to engineers. architects. testing laboratories. sur-
veyors. attorneys and accountants) employed for services
specifically related to the Work.
11.4.5. Supplemental costs including the following:
11.4.5.1. The proportion of necessary transporta-
tion. travel and subsistence expenses of CONTRAC-
TOR's employees incurred in discharge of duties con-
nected with the Work.
11.4.5.2. Cost. including transportation and main-
tenance. of all materials. supplies. equipment. machin-
ery. appliances. office and temporary facilities at the
site and hand tools not owned by the workers. which
are consumed in the performance of the Work. and cost
less market value of such items used but not consumed
which remain the property of CONTRACTOR.
11.4.5.3. Rentals of all construction equipment and
machinery and the pans thereof whether rented from
CONTRACTOR or others in accordance with rental
agreements approved by OWNER with the advice of
ENGINEER. and the costs of transportation, loading,
unloading. installation, dismantling and removal
thereof-all in accordance with terms of said rental
agreements. The rental of any such equipment, machin-
ery or pans shall cease when the use thereofis no longer
necessary for the Work.
11.4.5.4. Sales. consumer. use or similar taxes
related to the Work. and for which CONTRACTOR is
liable. imposed by Laws and Regulations.
11.4.5.5. Deposits lost for causes other than negli-
gence of CONTRACTOR. any Subcontractor or any-
one directly or indirectly employed by any of them or
for whose acts any of them may be liable. and royalty
payments and fees for permits and licenses.
11.4.5.6. Losses and damages (and related
expenses). not compensated by insurance or otherwise,
to the Work or otherwise sustained by CONTRACTOR
in connection with the performance and furnishing of
the Work (except losses and damages within the
deductible amounts of property insurance established
by OWNER in accordance with paragraph 5.9), pro-
vided they have resulted from causes other than the
negligence of CONTRACTOR. any Subcontractor. or
anyone directly or indirectly employed by any of them
or for whose acts any of them may be liable. Such
losses shall include settlements made with the written
consent and approval of OWNER. No such losses.
damages and expenses shall be included in the Cost of
the Work for the purpose of determining CONTRAC-
TOR's Fee. If. however. any such loss or damage
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requires reconstruction and CONTRACTOR is placed
in charge thereof. CONTRACTOR shall be paid for
services a fee propurtionate to that stated in paragraph
11.6.2.
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11.4.5.7. The cost of utilities. fuel and sanitarv
facilities at the site.
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11.4.5.8. Minor expenses such as telegrams. long
distance telephone calls. telephone service at the sileo
expressage and similar pelly cash items in connection
with the Work.
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1104.5.9. Cost of premiums for additional Bonds
and insurance required because of changes in the Work
and premiums for property insurance coverage within
the limits of the deductible amounts established by
OWNER in accordance with paragraph 5.9.
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11.5. The term Cost of the 'Nork shall nO! include any of
the following:
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11.5.1. Payroll costs and other compensalion of CON-
TRACTOR's officers. executives. principals (of panner-
ship and sole proprietorships!. general managers. engi-
neers. architects. estimators. attorneys. auditors. accoun.
tants. purchasing and contracting agents. expeditors.
timekeepers. clerks and other personnel employed by
CONTRACTOR whether at the site or in CONTRAC-
TOR's principal or a branch office for general administra-
tion of the Work and nO! specifically included in the agreed
upon schedule of job classifications referred to in para-
graph 11.4.1 or specifically covered by paragraph 11.4.4-
all of which are to be considered administrative costs
covered by the CONTRACTOR's Fee.
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11.5.2. Expenses I'If CONTRACTOR's principal and
branch offices other than CONTRACTOR's office at the
site.
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11.5.3. .-\ny pan ofCONTRACTOR's capital expenses.
including interesl on CONTRACTOR'S capital employed
for the Work and charges against CONTRACTOR for
delinquent payments.
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11.5.4. Cost of premiums for all Bonds and for all
insurance whether or not CONTRACTOR is required by
the Contract Documents to purchase and maintain the
same (except for lhe cost of premiums covered by sub-
paragraph 11.4.5.9 above).
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11.5.5. Costs due to the negligence of CONTRAC-
TOR. any Subcontractor. or anyone uirectly or indirectly
employed t'ly any of i;,.:m or for whose acts any of them
may be liat'lle ir.-:I'.iding but nOI limited to. the correction
of dejl'< r'-'. ',"ork. Jisposal l't' materials or equipment
wrongly SLJ, ,,! ,'.. .: "1ak:l'!g good any damage to prop-
erty.
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11.5.6. Other tJ\'erhead or general expense costs llf
any kind .md the costs of any item nol specifically anu
expressly induded in paragraph 1104.
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CONTRACTOR's Fee:
11.6. The CONTRACTOR's Fee allowed to CONTRAC-
TOR for overhead and profit shall be determined as follows:
11.6. I. a mutually acceptable fixed fee: or if none can
be agreed upon.
11.6.2. a fee based on the following percentages of the
various portions of the Cost of the Work:
11.6.2.1. for costs incurred under paragraphs 1104.1
and 11.'1.2. the CONTRACTOR's Fee shall be fifteen
percent:
11.6.2.2. for costs incurred under paragraph 11.4.3.
the CONTRACTOR's Fee shall be f.ve percent: and if
a subcontract is on the basis of Cost of the Work Plus
a Fee. the maximum allowable to CONTRACTOR on
account of overhead and profit of all Subcontractors
shall be fifteen percent:
11.6.2.3. no fee shall be payable on the basis of
costs itemized under paragraphs 11.4.4. 11.4.5 and 11.5:
11.6.2.4. the amount of credit to be allowed by
CONTRACTOR to OWNER for any such change which
results in a net decrease in cost will be the amount of
the actual net decrease plus a deduction in CONTRAC-
TOR's Fee by all amount equal to ten percent of the
net decrease: and
11.6.2.5. when both additions and credits are
involved in anyone change. the adjustment in CON-
TRACTOR's Fee shall be computed on the basis of the
net change in accordance with paragraphs 11.6.2.1
through 11.6.2.4. inclusive.
11.7. Whenever the cost of any Work is to be determined
pursuant to paragraph 11.4 or 11.5. CONTRACTOR will
submit in form acceptable to ENGINEER an itemized cost
breakdown together with supporting data.
Cash Allowances:
11.8. It is understood that CONTRACTOR has included
in the Contract Price all allowances so named in the Contract
Documents and shall cause the Work so covered to be done
by such Subcontractors or Suppliers and for such sums within
the limit of the allowances as may be acceptable to ENGI-
NEER. CONTRACTOR agrees that:
11.8. I. The allowances include the cost to CON-
TRACTOR (less any applicable trade discounts) of mate-
rials and equipment required by the allowances to be deliv-
ered at the site. and all applicable taxes: and
11.8.2. CONTRACTOR's costs for unloading and
handling on the site. labor. installation costs. overhead.
profit and other expenses contemplated for the allowances
have been included in the Contract Price and not in the
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allowances. No demand for additional payment on account
of any thereof will be valid.
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Prior to final payment. an appropriate Change Order will be
issued as recommended by ENGINEER to reflect actual
amounts due CONTRACTOR on account of Work covered
by allowances. and the Contract Price shall be correspond-
ingly adjusted.
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Unit Price Work:
11.9.1. Where the Contract Documents provide that
all or pan of the Work is to be Unit Price Work. initially
the Contract Price will be deemed to include for all Unit
Price Work an amount equal to the sum of the established
unit prices for each separately identified item of U nit Price
Work times the estimated quantity of each item as indi-
cated in the Agreement. The estimated quantities of items
of Unit Price Work are not guaranteed and are solely for
the purpose of comparison of Bids and determining an
initial Contract Price. Determinations of the actual quan-
tities and classifications of Unit Price Work performed by
CONTRACTOR will be made by ENGINEER in accor-
dance with Paragraph 9. 10.
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11.9.2. Each unit price will be deemed to include an
amount considered by C01'lTRACTOR to be adequate to
cover CONTRACTOR' s overhead and profit for each sep-
arately identified item.
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11.9.3. Where the quantity of any item of U nit Price
Work performed by CONTRACTOR differs materially
and significantly from the estimated quantity of such item
indicated in the Agreement and there is no corresponding
adjustment with respect to any other item of Work and if
CONTRACTOR believes that CONTRACTOR has
incurred additional expense as a result thereof. CON-
TRACTOR may make a claim for an increase in the Con-
tract Price in accordance with Anicle II if the panies are
unable to agree as to the amount of any such increase.
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ARTICLE 12-CHANGE OF CONTRACT TIME
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12.1. The Contract Time may only be changed by a Change
Order or a Written Amendment. Any claim for an extension
or shonening of the Contract Time shall be based on written
notice delivered by the pany making the claim to the other
party and to ENGINEER promptly (but in no event later than
thirty days) after the occurrence of the event giving rise to
the claim and stating the general nature of the claim. Notice
of the extent of the claim with supponing data shall be deliv-
ered within sixty days after such occurrence (unless ENGI-
NEER allows an additional period of time to ascertain more
accurate data in suppon of the claim) and shall be accom-
panied by the claimant's written statement that the adjust-
ment claimed is the entire adjustment to which the claimant
has reason to believe it is entitled as a result of the occurrence
of said event. All claims for adjustment in the Contract Time
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shall be determined by ENGINEER in accordance with para-
graph 9.11 if OWNER and CONTRACTOR cannot otherwise
agree. No claim for an adjustment in the Contract Time will
be valid if not submitted in accordance with the requirements
of this paragraph 12.1.
12.2. The Contract Time will be extended in an amount
equal to time lost due to delays beyond the control of CON-
TRACTOR if a claim is made therefor as provided in para-
graph 12.1. Such delays shall include. but not be limited to.
acts or neglect by OWNER or others performing additional
work as contemplated by Anicle 7. or to fires. floods. labor
disputes. epidemics. abnormal weather conditions or acts of
God.
12.3. All time limits stated in the Contract Documents
are of the essence of the Agreement. The provisions of this
Micle 12 shall not exclude recovery for damages (including
but not limited to fees and charges of engineers. architects.
attorneys and other professionals and court and arbitration
costs) for delay by either pany.
ARTICLE 13-W ARRANTY AND GUARANTEE;
TESTS AND INSPECTIONS;
CORRECTION. REMOVAL OR
ACCEPTANCE OF DEFECTIVE WORK
WIUTtUIl}' and GlUUtlJlUe:
13.1. CONTRACTOR warrants and guarantees to
OWNER and ENGINEER that all Work will be in accor-
dance with the Contract Documents and will not be defecTive.
Prompt notice of all defects shall be given to CONTRAC-
TOR. All defeCTive Work. whether or not in place. may be
rejected. corrected or accepted as provided in this Article 13.
Access to Work:
13.2. ENGINEER and ENGINEER's representatives.
other representatives of OWNER. testing agencies and gov-
ernmental agencies withjurisdictionaJ interests will have access
to the Work at reasonable times for their observation. inspecting
and testing. CONTRACTOR shall provide proper and safe
conditions for such access.
Tests and Inspections:
13.3. CONTRACTOR shall give ENGINEER timely notice
of readiness of the Work for all required inspections. tests or
approvals.
13.4. If Laws or Regulations of any public body having
jurisdiction require any Work (or part thereofl to specifically
be inspected. tested or approved. CONTRACTOR shall
assume full responsibility therefor. pay all costs in connection
therewith and furnish ENGINEER the required certificates
of inspection. testing or approval. CONTRACTOR shall also
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be responsible for and shall pay all costs in connection with
any inspection or testing required in connection with OWN-
ER's or ENGINEER's acceptance of a Supplier of materials
or equipment proposed to be incorporated in the \Vork. or of
materials or equipment submitted for approval prior to CON-
TRACTOR's purchase thereoffor incorporation in the Work.
The cost of all inspections, tests and approvals in addition to
the above which are required by the Contract Documents
shall be paid by OWNER (unless otherwise specified).
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. 13.5. All inspections. tests or approvals other than those
required by Laws or Regulations of any public body having
jurisdiction shall be performed by organizations acceptable
to OWNER and CONTRACTOR (or by ENGI~EER if so
specified l.
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13.6. If any Work (including the work of others) that is
to be inspected. tested or approved is covered without written
concurrence of ENGINEER. it must. if requested by ENGI-
NEER. be uncovered for observation. Such uncol'ering shall
be at CONTRACTOR's expense unless CONTRACTOR has
given ENGINEER timely notice ofCONTRACTOR's inten-
tion to cover the same and ENGINEER has not acted with
reasonable promptness in response to such notice.
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13.7. Neither observations by ENGINEER nor inspec-
tions. tests or approvals hy others shall relieve CONTRAC-
TOR from CONTRACTOR's obligations to perfonn the Work
in accordance with the Contract Documents.
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Uncovering Work:
13.8. If any Work is covered contrary to the written request
of ENGINEER. it must."if requested by ENGI~EER. be
unco\'ered for ENGI:--IEER's observation and ieplaced at
CONTRACTOR's expense.
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13.9. If ENGINEER considers it necessary or advisable
that covered Work be observed by ENGINEER or inspected
or tested by others. CONTRACTOR. at ENGINEER's
request. shall uncover. expose or otherwise make available
for observation. inspection ~r testing as ENGI~ EER may
require. that portion of the Work in question. furnishing all
necessary labor. material and equipment. If it is found that
such Work is dtJeclin'. CONTRACTOR shall bear all direct.
indirect and consequential costs of such uncovering. expo-
sure. observation. inspection and testing and of ~atisfactory
reconstruction. (including but not limited to fees and charges
of engineers. architects. ;ttorneys and other professionaisl.
and OWN ER shall be entitled to an appropriate decrease in
the Contract Price. and. if the parties are unable tl) agree as
to the amount thereof. may make a claim therefor as provided
in Article II. If. hOll e\'er. such Work is not f,'und to be
de.f('('rin', CO:-';TR:\CTOR shall be allowed an increase in
the C"ntract Price.,' ..i1 c\i.:nsion of the Contract Time. ,'r
both. directly iHtrll111tabk tv such uncovering. .::\posure.
obsenatilln. impection. testing and reconstructi,'n: and. if
the parties are unable to agree as to the amount vr extent
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thereof. CONTRACTOR may make a claim therefor as pro-
vided in Articles II and 12.
Owner May Stop the Work:
13.10. If the Work is defecliI'e. or CONTRACTOR fails
to supply sufficient skilled workers or suitable materials or
equipment. or fails to furnish or perform the Work in such a
way that the completed Work will confonn to the Contract
Documents. OWNER may order CONTRACTOR to s~op the
Work. or any portion thereof. until the cause for such order
has been eliminated: however, this right of OWNER to stop
the Work shall not give rise to any duty on the part of OWNER
to exercise this right for the benefit of CONTRACTOR or
any other party.
Corre.ction or Removal of Defective Work:
13.11. Ifrequired by ENGINEER. CONTRACTOR shall
promptly. as directed. either correct all defectil'e Work.
whether or not fabricated. installed or completed. or. if ihe
Work has been rejected by ENGINEER. remove it from the
site and replace it with nondefectil'e Work. CONTRACTOR
shall bear all direct. indirec: and consequential costs of such
correction or removal (including but not limited to fees and
charges of engineers. architects. attorneys and other profes-
sionals) made necessary thereby.
One Year Correction Period:
13.12. If within one year after the date of Substantial
Completion or such longer period of time as may be pre-
scribed by Laws or Regulations or by the terms of any appli-
cable special guarantee required by the Contract Documents
or by any specific provision of the Contract Documents. any
. Work is found to be defectil'e. CONTRACTOR shall promptly.
without cost to OWNER and in accordance with OWNER's
written instructions. either correct such defecril'e Work. or.
if it has been rejected by OWNER. remove it from the site
and replace it with nondefecril'e Work. If CONTRACTOR
does not promptly comply with the terms of such instructions.
or in an emergency where delay would cause serious risk of
loss or damage. OWNER may have the defectil'e Work cor-
rected or the rejected Work removed and replaced. and all
direct. indirect and consequential costs of such removal and
replacement (including but not limited to fees and charges of
engineers. architects. attorneys and other professionals) will
be paid by CONTRACTOR. In special circumstances where
a particular item of equipment is placed in continuous service
before Substantial Completion of all the Work. the correction
period for that item may start to run from an earlier date if
so provided in the Specifications or by Written Amendment.
.-tcceptance of Defective Work:
13.13. If. instead of requiring correction or removal and
replacement of ,"~f('('(in' Work. OWNER (and. prior to
ENGIN EER's recommemlalion of final payment. also
ENGIN EER) prefers to accept it. OWNER may do so. CON-
TRACTOR shall bear all Jin:ct. indirect and consequential
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costs attributable to OWNER's evaluation of and detenni-
nation to accept such defective Work (such costs to be approved
by ENGINEER as to reasonableness and to include but not
be limited to fees and charges. of engineers. architects. attor-
neys and other professionals). If any such acceptance occurs
prior to ENGINEER' s recommendation of final payment. a
Change Order will be issued incorporating the necessary revi-
sions in the Contract Documents with respect to the Work;
and OWNER shall be entitled to an appropriate decrease in
the Contract Price. and. if the panies are unable to agree as
to .the amount thereof. OWNER may make a claim therefor
as provided in Anicle II. If the acceptance occurs after such
recommendation. an appropriate amount will be paid by
CONTRACTOR to OWNER.
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OWNER May Correct Defective Work:
13.14. If CONTRACTOR fails within a reasonable time
after written notice of ENGINEER to proceed to correct and
to correct defective Work or to remove and replace rejected
Work as required by ENGINEER in accordance with para-
graph I3 .11. or if CONTRACTOR fails to perfonn the Work
in accordance with the Contract Documents. or if CON-
TRACTOR fails to comply with any other provision of the
Contract Documents. OWNER may. after seven days' writ-
ten notice to CONTRACTOR. correct and remedy any such
deficiency. In exercising the rights and remedies under this
paragraph OWNER shall proceed expeditiously. To the extent
necessary to complete corrective and remedial action. OWNER
may exclude CONTRACTOR from all or pan ofthe site. take
possession of all or pan of the Work. and suspend CON-
TRACTOR's services related thereto. take possession of
CONTRACTOR's tools. appliances. construction equipment
and machinery at the site and incorporate in the Work all
materials and equipment stored at the site or for which OWNER
has paid CONTRACTOR but which are stored elsewhere.
CONTRACTOR shall allow OWNER. OWNER's represen-
tatives. agents and employees such access to the site as may
be necessary to enable OWNER to exercise the rights and
remedies under this paragraph. All direct. indirect and con-
sequential costs of OWNER in exercising such rights and
remedies will be charged against CONTRACTOR in an amount
approved as to reasonableness by ENGINEER. and a Change
Order will be issued incorporating the necessary revisions in
the Contract Documents with respect to the Work: and
OWNER shall be entitled to an appropriate decrease in the
Contract Price. and. if the panies are unable to agree as to
the amount thereof. OWNER may make a claim therefor as
provided in Anicle II. Such direct. indirect and consequen-
tial costs will include but not be limited to fees and charges
of engineers. architects. attorneys and other professionals.
all coun and arbitration costs and all costs of repair and
replacement of work of others destroyed or damaged by
correction. removal or replacement of CONTRACTOR's
defective Work. CON'! MCTOR shall not be allowed an
extension of the Contract Time because of any delay in per-
formance of the Work attributable to the exercise by OWNER
of OWNER's rights and remedies hereunder.
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ARTICLE I4-PA YMENTS TO CONTRACTOR AND
COMPLETION
Schedule ofVaUles:
14.1. The schedule of values established as provided in
paragraph 2.9 will serve as the basis for progress payments
and will be incorporated into a fonn of Application for Pay-
ment acceptable to ENGINEER. Progress payments on
account of Unit Price Work will be based on the number of
units completed.
Applicalion for Progress Paymenl:
14.2. At least twenty days before each progress payment
is scheduled (but not more often than once a month). CON-
TRACTOR shall submit to ENGINEER for review an Appli-
cation for Payment filled out and signed by CONTRACTOR
covering the Work completed as of the date of the Application
and accompanied by such supponing documentation as is
required by the Contract Documents. If payment is requested
on the basis of materials and equipment not incorporated in
the Work but delivered and suitably stored at the site or at
another location agreed to in writing. the Application for
Payment shall also be accompanied by a bill of sale. invoice
or other documentation warranting that OWNER has received'
the materials and equipment free and clear of all liens. charges.
security interests and encumbrances (which are hereinafter
in these General Conditions referred to as "Liens") and
evidence that the materials and equipment are covered by
appropriate propeny insurance and other arrangements to
protect OWNER's interest therein. all of which will be sat-
isfactory to OWNER. The amount of retainage with respect
to progress payments will be as stipulated in the Agreement.
CONTRACTOR's Warranty of Title:
14.3. CONTRACTOR warrants and guarantees that title
to all Work. materials and equipment covered by any Appli-
cation for Payment. whether incorporated in the Project or
not. will pass to OWNER no later than the time of payment
free and clear of all Liens.
Review of Applicalions for Progress Paymenl:
]4.4. ENGINEER will. within ten days after receipt of
each Application for Payment. either indicate in writing a
recommendation of payment and present the Application to
OWNER. or return the Application to CONTRACTOR indi-
cating in writing ENGINEER's reasons for refusing to rec-
ommend payment. In the latter case. CONTRACTOR may
make the necessary corrections and resubmit the Applica-
tion. Ten days after presentation of the Application for Pay-
ment with ENGINEER's recommendation. the amount rec-
ommended will (subject to the provisions of the last sentence
of paragraph 14.7) become due and when due will be paid by
OWNER to CONTRACTOR.
14.5. ENGINEER's recommendation of any payment
requested in an Application for Payment will constitute a
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representation by ENGINEER 10 OWNER. based on ENGI-
NEER's on-site observations of the Work in progress as an
experienced and qualified design professional and on ENGI-
N EER' s review of the Application for Payment and the
accompanying data and schedules that the Work has pro-
gressed [0 (he point indicated: thaI. [0 the best of ENGI-
NEER's knowledge. information and belief. the quality of
(he Work is in accordance with (he Contract Documents
(subject to an evaluation of the Work as a functioning whole
prior to or upon Substantial Completion. to the results of any
.subsequent tests called for in the Contract Documents. to a
. final determination of quantities and classifications for Unit
Price Work under paragraph 9.10. and to any other qualifi-
cations stated in the recommendation): and that CONTRAC-
TOR is entitled to payment of the amount recommended.
However. by recommending any such payment ENGINEER
will not thereby be deemed to have represented that exhaus-
(ive or continuous on-site inspections have been made 10
check the quality or the quantity of the Work beyond the
responsibilities specitically assigned to ENGINEER in the
Contract Documents or that there may not be other matters
or issues between the panies that might entitle CONTRAC-
TOR to be paid additionally by OWNER or OWNER to
withhold payment to CONTRACTOR.
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14.6. ENGINE~R's recommendation of final payment
will constitute an additional representation by ENGINEER
to OWNER that the conditions precedent to CONTRAC-
TOR's being entitled to final payment as set fonh in paragraph
14.13 have been fulfilled.
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14.7. ENGINEER may refuse to recommend the whole
or any part of any payment if. in ENGINEER's opinion. it
would be incorrect to make such representations to OWNER.
ENGINEER may also refuse to recommend any such pay-
ment. or. because of sub"sequently discovered evidence or
the results of subsequent inspections or tests. nullify any such
payment previously recommended. to such extent as may be
necessary in ENGINEER's opinion to protect OWNER from
loss because;
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14.7.1. the Work is defec'il'e, or completed Work has
been damage? requiring correction or replacement.
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14.7.::!. the Contract Price has been reduced by Writ-
ten Amendment or Change Order.
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14,7.3. OWNER has been required to correct defe('-
,h'e Work orcomp/ete Work in accordance with paragraph
13.14. or
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/4.7.4. oi ENGINEER's actual knowledge of the
occurrence of any of the events enumerated in paragraphs
15.2.1 through 15.2.9 inclusive.
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OWNER may refuse to make payment of the full amount
recommended by ENGINEER because claims have been
made against OWNER on account ofCONTRACTOR's per-
formance or furnishing of the Work or Liens have been filed
in connection with the Work or there are other items enlitling
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OWNER to a set-off against the amount recommended. but
OWNER must give CONTRACTOR immediate written notice
(with a copy to ENGINEER) stating the reasons for such
action.
Substanti4J Completion:
14.8. When CONTRACTOR considers the entire Work
ready for its intended use CONTRACTOR shall notify
OWNER and ENGINEER in writing that the entire Work is
substantially complete (except for items specifically listed by
CONTRACTOR as incomplete) and request that ENGI-
NEER issue a cenificate of Substantial Completion. Within
a reasonable time thereafter. OWNER. CONTRACTOR and
ENGINEER shall make an inspection of the Work to deter-
mine the status of completion. If ENGINEER does not con-
sider the Work substantially complete. ENGINEER will notify
CONTRACTOR in writing giving the reasons therefor. If
ENGINEER considers the Work substantially complete.
ENGINEER will prepare and deliver to OWNER a tentative
cenificate of Substantial Completion which shall fix the date
of Substantial Completion. There shall be attached to the
certificate a tentative list of items to be completed or cor-
rected before final payment. OWNER shall have seven days
after receipt of the tentative certificate during which to make
written objection to ENGINEER as to any provisions of [he
cenificate or attached list. If. after considering such objec-
tions. ENGINEER concludes that the Work is not substan-
tially complete. ENGINEER will within founeen days after
submission of the tentative cenificate to OWNER notify
CONTRACTOR in writing, stating the reasons therefor. If.
after consideration of OWNER's objections. ENGINEER
considers the Work substantially complete. ENGINEER will
within said founeen days execute and deliver to OWNER
and CONTRACTOR a definitive certificate of Substantial
Completion (with a revised tentative list of items to be com-
pleted or corrected) reflecting such changes from the tentative
cenificate as ENG IN EER believes justified after consider-
ation of any objections from OWNER. At the time of delivery
of the tentative certificate of Substantial Completion ENG 1-
NEER will deliver to OWNER and CONTRACTOR a written
recommendation as to division of responsibilities pending
final payment between OWNER and CONTRACTOR with
respect to security. operation. safety. maintenance. heat.
utilities. insurance and warranties. unless OWNER and
CONTRACTOR agree otherwise in writing and so inform
ENGINEER prior to ENGINEER's issuing the definitive
cenificate of Substantial Completion. ENGINEER's aiore-
said recommendation will be binding on OWNER and CON-
TRACTOR until final payment.
14.9. OWNER shall have the right to exclude CON-
TRACTOR from the Work after the date of Substantial Com-
pletion. but OWNER shall allow CONTRACTOR reasonable
access to complete or correct items on the tentative list.
PaniaJ UtiJi:.ation:
14.10. Use by OWNER of any finished part of the Work.
which has specifically bl:l:n identified in the Contract Do.:u-
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ments. or which OWNER. ENGINEER and CONTRAC-
TOR agree constitutes a separately functioning and useable
pan of the Work that can be used by OWNER without sig-
nificant interference with CONTRACTOR's performance of
the remainder of the Work. may be accomplished prior to
Substantial Completion of all the Work subject to the follow-
ing:
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14.10.1. OWNER at any time may request CON-
TRACTOR in writing to permit OWNER to use any such
pan of the Work which OWNER believes to be ready for
. its intended use and substantially complete. If CON-
TRACTOR agrees. CONTRACTOR will cenify to OWNER
and ENGINEER that said part of the Work is substantially
complete and request ENGINEER to issue a certificate of
Substantial Completion for that pan of the Work. CON-
TRACTOR at any time may notify OWNER and ENGI-
NEER in writing that CONTRACTOR considers any such
pan of the Work ready for its intended use and substan-
tially complete and request ENGINEER to issue a cenif-
icate of Substantial Completion for that pan of the Work.
Within a reasonable time after either such request. OWNER.
CONTRACTOR and ENGINEER shall make an inspec-
tion of that part of the Work to determine Its s.atus of
completion. If ENGINEER does not consider that part of
the Work to be substantially complete. ENGINEER will
notify OWNER and CONTRACTOR in writing giving the
reasons therefor. If ENGINEER considers that part of the
Work to be substantially complete. the provisions of para-
graphs 14.8 and 14.9 will apply with respect to certification
of Substantial Completion of that part of the Work and the
division of responsibility in respect thereof and access
thereto.
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14.10.:2. OWNER may at any time request CON-
TRACTOR in writing to.permit OWNER to take over
operation of any such pan of the Work although it is not
substantially complete. A copy of such request will be
sent to ENGINEER and within a reasonable time there-
after OWNER. CONTRACTOR and ENGINEER shall
make an inspection of that pan of the Work to detennine
its status of completion and will prepare a list of the items
remaining to be completed or corrected thereon before
final payment. If CONTRACTOR does not object in writ-
ing to OWNER and ENGINEER that such pan of the
Work is not ready for separate operation by OWNER.
ENGINEER will finalize the list of items to be completed
or corrected and will deliver such list to OWNER and
CONTRACTOR together with a written recommendation
as to the division of responsibilities pending final payment
between OWNER and CONTRACTOR with respect to
security. operation. safety. maintenance. utilities. insur-
ance. warranties and guarantees for that part of the Work
which will become binding upon OWNER and CON-
TRACTOR at the time when OWNER takes over such
operation (unless they shall have otherwise agreed in writ-
ing and so informed ENGINEER). During such operation
and prior to Substantial Completion of such pan of the
Work. OWNER shall allow CONTRACTOR reasonable
access to complete or correct items on said list and to
complete other related Work.
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14.10.3. No occupancy or separate operation of part
of the Work will be accomplished prior to compliance with
the requirements of paragraph 5.15 in respect of property
Insurance.
Fitud Inspection:
14.11. Upon written notice from CONTRACTOR that the
entire Work or an agreed portion thereof is complete. ENGI-
NEER will make a final inspection with OWNER and CON-
TRACTOR and will notify CONTRACTOR in writing of all
particulars in which this inspection reveals that the Work is
incomplete or defective. CONTRACTOR shall immediately
take such measures as are necessary to remedy such defi-
ciencies.
Fitud Appli&ation for Payment:
14.12. After CONTRACTOR has completed all such cor-
rections to the satisfaction of ENGINEER and delivered all
maintenance and operating instructions. schedules. guaran-
tees. Bonds. certificates of inspection. marked-up record
documents (as provided in paragraph 6.19) and other docu-
ments-all as required by the Contract Documents. and after
ENGINEER has indicated that the Work is acceptable (sub-
ject to the provisions of paragraph 14.16). CONTRACTOR
may make application for final payment following the pro-
cedure for progress payments. The final Application for Pay-
ment shall be accompanied by all documentation called for
in the Contract Documents. together with complete and legally
effective releases or waivers (satisfactory to OWNER) of all
Liens arising out of or filed in connection with the Work. In
lieu thereof and as approved by OWNER. CONTRACTOR
may furnish receipts or releases in full: an affidavit of CON-
TRACTOR that the releases and receipts include all labor.
services. material and equipment for which a Lien could be
filed. and that all payrolls. material and equipment bills. and
other indebtedness connected with the Work for which
OWNER or OWNER's property might in any way be respon-
sible. have been paid or otherwise satisfied: and consent of
the surety. if any. to final payment. If any Subcontractor or
Supplier fails to furnish a release or receipt in full. CON-
TRACTOR may furnish a Bond or other collateral satisfac-
tory to OWNER to indemnify OWNER against any Lien.
Fitud Payment and Acceptance:
14.13. If. on the basis of ENGINEER's observation of
the Work during construction and final inspection. and
ENGINEER's review of the final Application for Payment
and accompanying documentation-all as required by the
Contract pocuments. ENGINEER is satisfied that the Work
has been completed and CONTRACTOR's other obligations
under the Contract Documents have been fulfilled. ENGI-
NEER will. within ten days after receipt of the final Appli-
cation for Payment. indicate in writing ENGlNEER's rec-
ommendation c:- payment and present the Application to
OWNER for payment. Thereupon ENGINEER will give
written notice to OWNER and CONTRACTOR that the Work
is acceptable subject to the provisions of paragraph 14.16.
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Otherwise. ENGINEER will return the Application to CON-
TRACTOR. indicating in writing the reasons for refusing to
recommend final payment. in which case CONTRACTOR
shall make the necessary corrections and resubmit the Appli-
cation. Thirty days after presentation to OWNER of the
Application and accompanying documentation, in appropri-
ate form and substance. and with ENGINEER's recommen-
dation and notice of acceptability. the amount recommended
by ENGINEER will become due and will be paid by OWNER
to CONTRACTOR.
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14.14. If. through no fault of CONTRACTOR. final com-
pletion of the Work is significantly delayed and if ENGI-
NEER so confirms. OWNER shall. upon receipt of CON-
TRACTOR's final Application for Payment and recommen-
dation of ENGINEER. and without terminating the Agree-
ment. make payment of the balance due for that portion of
the Work fully completed and accepted. If the remaining
balance to be held by OWNER for Work not fully completed
or corrected is less than the retainage stipulated in the Agree-
ment. and if Bonds have been furnished as required in para-
graph 5. I. the written consent of the surety to the payment
of the balance due for that portion of the Work fully com-
pleted and accepted shall be submitted by CONTRACTOR
to ENGINEER with the Application for such payment. Such
payment shall be made under the terms and conditions gov-
erning final payment. except that it shall not constitute a
waiver of claims.
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Contractor's Continuing Obligation:
14.15. CONTRACTOR's obligation to perform and com-
plete the Work in accordance with the Contract Documents
shall be absolute. Neither recommendation of any progress
or final payment by ENGINEER. nor the issuance of a cer-
tificate of Substantial Completion. nor any payment by
OWNER to CONTRACTOR under the Contract Documents.
nor any use or occupancy of the Work or any part thereof by
OWNER. nor any act of acceptance by OWNER nor any
failure to do so. nor any review and approval of a Shop
Drawing or sample submission. nor the issuance of a notice
of acceptability by ENGINEER pursuant to paragraph 14.13.
nor any correction of defectil'e Work by OWNER will con-
stitute an acceptance of Work not in accordance with the
Contract Documents or a release of CONTRACTOR's obli.
gation to pert'orm the Work in accordance with the Contract
Documents (except as provided in paragraph /4.16l.
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Wai~'er of Claims:
1~.16. The making and acceptance of final payment will
constitute:
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1~./6.1. a waiva of all claims by OWNER against
CO:\iTRACTOR. e:xcept claims arising from unsellleJ
Lie:ns. from de.f('(,lil'(' Work appearing after tinal inspec-
tilln pursuant to paragraph 14. II or from failure [l) comply
with the: Contract Documents or the terms of any special
guarantt:es spccifie:J therein: howe:ve:r. it will nl1( consti-
lUtt: a waiva hy OWN ER of any rights in rt:spcct llt'
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CONTRACTOR's continuing obligations under the Con-
tract Documents; and
14.16.2. a waiver of all claims by CONTRACTOR
against OWNER other than those previously made in writ-
ing and still unsettled.
ARTICLE 15-SUSPENSION OF WORK AND
TERMINA TION
Owner May Suspend Work:
15.1. OWNER may. at any time and without cause, sus-
pend the Work or any portion .thereof for a period of not more
than ninety days by notice in writing to CONTRACTOR and
ENGINEER which will fix the date on which Work will be
resumed. CONTRACTOR shall resume the Work on the date
so fixed. CONTRACTOR shall be allowed an increase in the
Contract Price or an extension of the Contract Time, or both,
directly attributable to any suspension if CONTRACTOR
makes an approved claim therefor as provided in Articles II
and 12.
Owner May Terminate:
15.2. Upon the occurrence of anyone or more of the
following events:
15.2.1. if CONTRACTOR commences a voluntary case
under any chapter of the Bankruptcy Code <Title II. United
States Code). as now or hereafter in effect. or if CON-
TRACTOR takes any equivalent or similar action by filing
a petition or otherwise under any other federal or state
law in effect at such time relating to the bankruptcy or
insolvency:
15.2.2. if a petition is filed against CONTRACTOR
under any chapter of the Bankruptcy Code as now or
hereafter in effect at the time of filing. or if a petition is
filed seeking any such equivalent or similar relief against
CONTRACTOR under any other federal or state law in
effect at the time relating to bankruptcy or insolvency,:
15.2.3. if CONTRACTOR makes a general assignment
for the benefit of creditors:
15.2.4. if a trustee. receiver. custodian or agent of
CONTRACTOR is appointed under applicable law or under
contract. whose appointment or authority to take charge
of property of CONTRACTOR is for the purpose of
enforcing a Lien against such property or for the purpose
of general administration of such property for the benefit
ofCONTRACTOR's creditors:
.15.2.5. if CONTRACTOR admits in writing an inabil-
ity to pay its debts generally as they be:c~.ne due:
15.2.6. if CONTRACTOR persistently fails to pert'orm
the Work in accordance with the Contract Documents
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(including. but not limited to. failure to supply sufficient
skilled workers or suitable materials or equipment or
failure to adhere to the progress schedule established under
paragraph 2.9 as revised from time to time):
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15.2.7. if CONTRACTOR disregards Laws or Regu-
lations of any public body having jurisdiction:
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15.2.8. if CONTRACTOR disregards the authority of
ENGINEER: or
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15.2.9. if CONTRACTOR otherwise violates in any
substantial way any provisions of the Contract Docu-
ments;
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OWNER may. after giving CONTRACTOR (and the surety.
if there be one) seven days' written notice and to the extent
permitted by Laws and Regulations. terminate the services
of CONTRACTOR. exclude CONTRACTOR from the site
and take possession of the Work and of all CONTRACTOR's
tools. appliances. construction equipment and machinery at
the site and use the same to the full extent they could be used
by CONTRACTOR (without liability to CONTRACTOR for
trespass or conversion). incorporate in the Work all materials
and equipment stored at the site or for which OWNER has
paid CONTRACTOR but which are stored elsewhere. and
finish the Work as OWNER may deem expedient. In such
case CONTRACTOR shall not be entitled to receive any
further payment until the Work is finished. If the unpaid
balance of the Contract Price exceeds the direct. indirect and
consequential costs of completing the Work (including but
not limited to fees and charges of engineers. architects. attor-
neys and other professionals and court and arbitration costs)
such excess wiII be paid to CONTRACTOR. If such costs
exceed such unpaid balance. CONTRACTOR shall pay the
difference to OWNER. Such-costs incurred by OWNER will
be approved as to reasonableness by ENGINEER and incor-
porated in a Change Order. but when exercising any rights
or remedies under this paragraph OWNER shall not be required
to obtain the lowest price for the Work performed.
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15.3. Where CONTRACTOR's services have been so
terminated by OWNER. the termination will not affect any
rights or remedies of OWNER against CONTRACTOR then
existing or which may thereafter accrue. Any retention or
payment of moneys due CONTRACTOR by OWNER will
not release CONTRACTOR from liability.
15.4. Upon seven days' written notice to CONTRAC-
TOR and ENGINEER. OWNER may. without cause and
without prejudice to any other right or remedy. elect to aban-
don the Work. and terminate the Agreement. In such case.
CONTRACTOR shall be paid for all Work executed and any
expense sustained plus reasonable termination expenses. which
will include. but not be limited to. direct. indirect and con-
sequential costs (including. but not limited to. fees and charges
of engineers. architects. attorneys and other professionals
and court and arbitration costs).
Contractor May Stop Work or Termintlle:
15.5. If. through no act or fault of CONTRACTOR. the
Work is suspended for a period of more than ninety days by
OWNER or under an order of court or other public authority.
or ENGINEER fails to act on any Application for Payment
within thirty days after it is submitted. or OWNER fails for
thirty days to pay CONTRACTOR any sum finally deter-
mined to be due. then CONTRACTOR may. upon seven
days' written notice to OWNER and ENGINEER. terminate
the Agreement and recover from OWNER payment for all
Work executed and any expense sustained plus reasonable
termination expenses. In addition and in lieu of terminating
the Agreement. if ENGINEER has failed to act on an Appli-
cation for Payment or OWNER has failed to make any pay-
ment as aforesaid. CONTRACTOR may upon seven days'
written notice to OWNER and ENGINEER stop the Work
until payment of all amounts then due. The provisions of this
paragraph shall not relieve CONTRACTOR of the obligations
under paragraph 6.29 to carry on the Work in accordance
with the progress schedule and without delay during disputes
and disagreements with OWNER.
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ARTICLE l6--ARBITRATION
16.1 All claims, disputes and other matters in question between
OWNER and CONTRACTOR arising out of, or relating to, the Contract Docu-
ments or the breach thereof shall be decided under Georgia Law in the
Superior Court of Richmond County, Georgia.
(The remainder of this page was left blank intentionally.)
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(This page was left blank intentionally.)
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ARTICLE 17-MISCELLANEOUS
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Giving Notice:
17. I. Whenever any provIsIon of the Contract Docu-
ments requires the giving of written notice. it will be deemed
to have been validly given if delivered in perSon to the indi-
vidual or to a member of the firm or to an officer of the
corporation for whom it is intended. or if delivered at or sent
by registered or certified mail. postage prepaid. to the last
business address known to the giver of the notice.
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Computation of Time:
17.2.1. When any period of time is referred to in the
Contract Documents by days. it will be computed to exclude
the first and include the last day of such period. If the last
day of any such period falls on a Saturday or Sunday or
on a day made a legal holiday by the law of the applicable
jurisdiction. such day will be omitted from the computa-
tion.
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17.2.2. A calendar day of twenty-four hours measured
from midnight to the next midnight shall constitute a day.
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General:
17.3. Should OWNER or CONTRACTOR suffer injury
or damage to person or property because of any error, omis-
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sion or act of the other party or of any of the other party's
employees or agents or others for whose acts the other party
is legally liable. claim will be made in writing to the other
party within a reasonable time of the first observance of such
injury or damage. The provisions of this paragraph 17.3 shall
not be construed as a substitute for or a waiver of the pro-
visions of any applicable statute of limitations or repose.
17.4. The duties and obligations imposed by these Gen-
eral Conditions and the rights and remedies available here-
under to the parties hereto. and. in particular but without
limitation. the warranties. guarantees and obligations imposed
upon CONTRACTOR by paragraphs 6.30. 13.1. 13.12. 13.14.
14.3 and 15.2 and all of the rights and remedies available to
OWNER and ENGINEER thereunder. are in addition to.
and are not to be construed in any way as a limitation of. any
rights and remedies available to any or all of them which are
otherwise imposed or available by Laws or Regulations. by
special warranty or guarantee or by other provisions of the
Contract Documents. and the provisions of this paragraph
will be as effective as if repeated specifically in the Contract
Documents in connection with each particular duty. obliga-
tion. right and remedy to which they apply. All representa-
tions. warranties and guarantees made in the Contract Doc-
uments will survive final payment and termination or com-
pletion of the Agreement.
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SUPPLEMENT ARY CONDITIONS
1.1 OWNER'S LIABILITY & PROPERTY INSURANCE:
Section 5.5,5.6,5,7,5.8,5.9,5.10 of the General
Conditions shall be amended as follows:
No additional liability or property insurance will be purchased by Augusta-
Richmond Country for this project.
Current insurance coverages will remain in effect for the life of this Contract.
1.2 CONTRACTOR'S LIABILITY:
As indicated under Section 5.3 of the General Conditions, the Contractor's
Liability Insurance shall be in an amount not less than $200,000 for injuries,
including accidental death, to anyone person, and subject to the same limit for
each person, in an amount not less than $500,000 on account of one accident, and
Contractor's Property Damage Insurance in an amount not less than $100,000 for
all property damage sustained by anyone person in anyone accident; and a limit
ofliability of not less than $200,000 for any such damage sustained by two or
more persons in anyone accident.
The contractor shall either (1) require each of his subcontractors to procure
and to maintain during the life of his subcontract, Subcontractor's Liability and
Property Damage Insurance of the type and in the same amounts as specified in
the preceding paragraph, or (2) insure the activities of his subcontractors in his
own policy.
1.3 SPECIAL HAZARDS:
The contractor's and his Subcontractor's Liability and Property Damage
Insurance shall provide adequate protection against the following special hazards:
(a) Work within the right-of-ways of the Augusta-Richmond County
Road System.
(b ) Work within easements granted by property
Owners in connection with the construction ofthe project.
(c ) Work in close proximity to existing water lines, telephone lines,
gas lines, other utilities and private structures contiguous
to the job site
SC-1
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1.4 TESTING LABORATORY:
All testing and laboratory work in connection therewith shall be performed
by an independent firm and paid for by the contractor. Copies of all test reports
shall be forwarded to Augusta-Richmond County Public Works. There will be no
separate payment for this work.
1.5 SURVEYS:
The Contractor will provide surveying for construction staking, horizontal
control and vertical control as necessary.
1.6 PROGRESS PAYMENT:
Section 14.2 of the General Conditions shall be amended as
follows:
The Contractor may submit monthly estimate for work
Completed and materials properly stored as approved
By the Engineer. When an estimate includes
materials stored, a bill of sale, invoice or other
documentation warranting that the Owner
is receiving the material free and clear of all liens,
charges, security interest and of all liens, charges,
security interest and other encumbrances shall be
attached to the payment request.
1. 7 ENGINEER:
All references to "Engineer" shall be interpreted to mean the Augusta
Richmond County Public Works Director, or his official designee.
1.8 UNDERGROUND UTILITIES: (References 4.3, 1.4,3.2)
The Contractor shall coordinate with all utility companies through the
"One CaIl" method or other appropriate steps to locate and avoid damage to all
utilities that may affect or be affected by the Contractor's work.
1.9 SAFETY: (Reference 6.20)
The Contractor shall use certified flagmen, barricades and signs as
necessary to notify the public, in particular, those persons driving in the vicinity
of the project, of the construction and its affect on traffic.
SC-2
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LIBERTY
BOND SERVICES
.. PERFORMANCE
BOND
Bond Number:
14-000-025-0249
KNOW ALL MEN BY THESE PRESENTS, that we
APAC-Georgia, Inc.
, as Principal (the "Principal"), and Liberty Mutual Insurance Company, a mutual company duly organized under the laws of the
Commonwealth of Massachusetts, as Surety (the "Surety"), are held and firmly bound unto
Augusta Richmond County Commission Council
, as Obligee (the "Obligee"), in the penal sum of
Three Hundred Forty Two Thousand,
One Hundred Sixty Eight and 10/100--- Dollars($342,168.10),
for the payment of which sum well and truly to be made, the Principal and the Surety, bind ourselves, our heirs, executors,
8;dl1}!l]i~!ratoi',s,,~uccessors and assigns, jointly and severally, firmly by these presents.
~ :.. '" _. _ '1' -,. . ..~
WHER~~S~ t~;.'.irincipal has by written agreement, dated September 21 ,19 99 , entered into a contract
..../ ~.
(t~-e~~C~!r,Slctlw..1h:the Obligee for S. R. 56@Old Waynesboro Road Intersect ion
-'~~",-'f ~.~ ..-- Improvements
. ~ ~ GA.DOT Project #:PRLOP-8530-62(245)Richmond
...,.... _.J .,..
Project Number: 322-04-292822783
File Reference 87-056
which Contract is by reference made a part hereof.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal shall promptly and faithfully
perform the Contract, then this obligation shall be null and void; otherwise it shall remain in full force and
effect.
PROVIDED AND SUBJECT TO THE CONDITIONS PRECEDENT:
1. Whenever the Principal shall be, and be declared by the Obligee to be in default under the Contract, the Obligee having
performed the Obligee's obligations thereunder, the Surety may promptly remedy the default, or shall promptly:
1.1 Compete the Contract in accordance with its terms and conditions, or
1.2 Obtain a bid or bids from alternative contractors to complete the Contract in accordance with its terms and
conditions, and upon determination by the Surety of the lowest responsible bidder, or if the Obligee elects, upon
determination by the Obligee and the Surety jointly of the lowest responsible bidder, arrange for a contract between such
bidder and the Obligee, and make available as work progresses (even though there should be a default or a succession
of defaults under the contract or contracts of completion arranged under this paragraph) sufficient funds to pay the cost of
completion less the balance of the contract price; but not exceeding, including other costs and damages for which the
Surety may be liable hereunder, the amount set forth in the first paragraph of this bond. The term "balance of the
contract price," as used in this paragraph, shall mean the total amount payable by the Obligee to the Principal under the
Contract and any amendments thereto, less the amount properly paid by the Obligee to the Principal.
2. Notwithstanding any other provision of this bond or the Contract, or otherwise, the Surety is not responsible for and shall
not be held liable to the Obligee for any hazardous waste removal and the Surety shall not be held liable to, or in any
other respect be responsible to, the Obligee by way of indemnity, claims or otherwise, or to any public authority or to any
other person, firm or corporation, for or on account of any fines or claims by any public authority or for bodily injuries or
property damage to any person or thing, including, but not limited to, injury or damage due to the release or threat of
release of hazardous substances of any kind or damage to real estate or to the environment or clean-up costs or other
damages of whatever kind or nature arising out of any act of commission or omission by the Principal, the Principal's
agents, servants, employees, subcontractors or suppliers or any other person in connection with the performance of the
Contract. This limitation applies regardless of when any such fine is assessed, claim is made, or injury, damage, release
or threat of release occurs and without regard to any term or condition of the Contract.
LBS-5100
8/94 Rev.
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3. The Surety hereby waives notice of any alteration or extension of time made by the Obligee.
4. Any suit under this bond must be instituted before the expiration of two (2) years from the date on which the Principal
ceased to work on the Contract. 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.
5. No right of action shall accrue on this bond to or for the use of any person or corporation other than the Obligee named
herein or the heirs, executors, administrators or successors of the Obligee.
6. Any claims must be presented in writing to Liberty Mutual Insurance Company, to the attention of Liberty Bond Services,
Claim Department, 600 W. Germantown Pike, Plymouth Meeting, PA 19462.
Signed and sealed this
30th
day of
September
,19 99
WITNESS OR ATTEST:
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APAC-Georgia,
Principal
Inc.
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By:
Name:
Title:
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L INSURANCE COMPANY
(Seal)
LBS-5100
8/94 Rev.
Bond Number:
14-000-025-0249
LIBERTY ~
BOND SERVICES 'If
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PAYMENT
BOND
KNOW ALL MEN BY THESE PRESENTS, that we
APAC-Georgia, Inc.
, as Principal (the "Principal"), and Liberty Mutual Insurance Company, a mutual company duly organized under the laws
of the Commonwealth of Massachusetts, as Surety (the "Surety"), are held and firmly bound unto
AugustaRichmond County Commission Council
,as Obligee (the "Obligee"), in the penal sum of Three Hundred Forty Two Thousand,
-o=n:~:'H4fi9>r~d Sixty Eight and 10/100--- Dollars ($ 342,168.10 ),
for.the p'~~rne,\,hc5f,. \,A~ich sum well and truly to be made, the Principal and the Surety, bind ourselves, our heirs,
executol's/,admlnistrat6rs.;successors and assigns, jointly and severally, firmly by these presents.
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WHEREAS: tb~ Princip:al has by written agreement dated Sept. 21
. ...-
(the "Contract") with t~e Obligee for S. R. 56@Old Waynesboro
Improvements
GA.DOT Project #:PRLOP-8530~62(245)Richmond
Project Number: 322-04-292822783
File Reference 87-056
which Contract is by reference made a part hereof.
, 19 99 , entered into a contract
Road Intersection
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal shall promptly make
payment to_ all Claimants, as hereinafter defined, for all labor and material used or reasonably required for use in the
. performance of the Contract, then this obligation shall be null and void; otherwise it shall remain in full force and effect.
PROVIDED AND SUBJECT TO THE CONDITIONS PRECEDENT:
1. A "Claimant" is defined as one having a direct contract with the Principal or with a subcontractor of the Principal for
labor, material, or both, used or reasonably required for use in the performance of the Contract, labor and material
being construed to include that part of water, gas, power, light, heat, oil, gasoline, telephone service or rental of
equipment directly applicable to the Contract.
2. The Principal and the Surety hereby jointly and severally agree with the Obligee that every Claimant, who has not
been paid in full before the expiration of a period of ninety (90) days after the date on which the last of such
Claimant's work or labor was done or performed, or materials were furnished by such Claimant, may sue on this
bond for the use of such Claimant, prosecute the suit to final judgment for such sum or sums as may be justly due
Claimant, and have execution thereon. The Obligee shall not be liable for the payment of any costs or expenses of
any such suit.
3. No suit or action shall be commenced hereunder by any Claimant:
(a) Unless Claimant, other than one having a direct contract with the Principal, shall have given written notice to the
Principal and the Surety within ninety (90) days after such Claimant did or performed the last of the work or labor,
or furnished the last of the materials for which said claim is made, stating with substantial accuracy the amount
claimed and the name of the party to whom the materials were furnished, or for whom the work or labor was
done or performed. Such notice shall be served by mailing the same by registered mail or certified mail, postage
prepaid, in an envelope addressed to the Principal or the Obligee at any place where an office is regularly
maintained for the transaction of business, or in any manner in which legal process may be served in the state in
which the aforesaid project is located, save that such service need not be made by a public officer, and to the
Surety to the attention of Liberty Bond Services, Claim Department, 600 W. Germantown Pike, Plymouth
Meeting, PA 19462.
(b) Other than in a state court of competent jurisdiction in and for the county or other political subdivision of the state
in which the project, or any part thereof, is situated, or in the United States District Court for the district in which
the project, or any part thereof, is situated, and not elsewhere.
LBS-5200
8/94 Rev.
eo;
(c) After the expiration of one (1) year following the date on which Principal ceased work on the Contract. 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.
4. The amount of this bond shall be reduced by and to the extent of any payment or payments made in good faith
hereunder, inclusive of the payment by the Surety of mechanics' liens which may be filed of record against such
improvement, whether or not claim for the amount of such lien be presented under and against this bond.
Signed and sealed this
30th
day of
September
,19 99
WITNESS OR ATTEST:
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APAC-Georgia, I~6~.: ..:' . - -.,':_11.. (Seal)
Pri"';~J L t2;_--O':, <
By:
Name: Don K Holly
Title: Division President
(Seal)
LBS-5200
8/94 Rev.
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SECTION P
PROPOSAL
Date: AU6- 25 /99 '1
....
Gentlemen:
In compliance with your invitation for bids dated TVL'( 1-0 , 19~ q, the
undersigned hereby proposed to furnish all labor, equipment, and materials, and to
perform all work for the installation of drainage improvements referred to herein as:
S. R. 56 @ OLD W A YNESBORO ROAD INTERSECTION IMPROVEMENTS
Project Number: 322-04-29282;783
In strict accordance with the Contract Documents and in consideration of the amounts
shown on the Bid Schedule attached hereto and totaling:
:..le.E.E. OiJE vfJ~ E. ; 'X.Tl ~Ibrl!
!Ol/()(:) DOLLARS ($ 34'2.... I b ~ ./0 )
J
The undersigned hereby agrees that, upon written acceptance of this bid, he will
within 10 days of receipt of such notice execute a formal contract agreement with the
OWNER, and that he will provide the bond or guarantees required by the Contract
Documents.
The undersigned hereby agrees that, if awarded the contract, he will commence
the work within 10 calendar days after the date of written notice to proceed, and that
he will complete the work within 125 calendar days.
The undersigned acknowledges receipt of the following addenda:
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Respectfully submitted
A PAr - (,.E ()"Rr::>1 A, IN G
(Name of Firm) )
p. v. Go')., il~~ A\)(>JSTA (>'- jO ~o3
(Business Address) J
BY~~ ~
Title: ~c,/~- ~...r7?
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S. R. 56 @ OLD WA YNESBORO ROAD INTERSECTION IMPROVEMENTS
PROJECT NUMBER: 322-04-292822783
DETAILED ESTIMATE
.......... . . . . . . . . . . . . ... . . . . . . . . . . . . . .. . . . . . . . .. .. .. . . . . . . . . .. . . '. . .. ..~..... .. .. . ................ . ............ m?~~~? .. .........
....... ..... '. .......... .... ............................;........~................~.......:...............................,;.~...,;... ................ ........... .............
........................ ................ ........... . ...........
............ ........... ......................................,........................'... ............... ......... . .-. . -... . .. .
. . ... . . . .. .., . . .. . . . .. ... ... ........ ..... .. ..,... .... ....-.. .........--........... .. .....................-- ....-......... AMOUNT
............ ..... ................................................................ ............ ...........
............
:iIEM:No:: ...,......................-...........-.besCRfpT.ION.'..................................:.,.. :::::UNrr:::: ....6ft....
.:: :::: ::: :::: :::::::: : : : : :::::: ::::: ::::. ...... : ::::::::::::::: :~::::::::::::::::::::::: :::: .: -:::: .,.,.PRICE,." ,
150-1000 TRAFFIC CONTROL LS 1 11 <685' - 00 il ?gs. l)O
163.2051 CONSTR. MAINT & REMOVE BALED STRAW EROSION CHECK LMI 50 ii, :;5" i17.S0
171~010 TEMPORARY SILT FENCE. TYPE A LMI 230 ~l. 'l 0 1.61/-00
228-1000 GRADING-MODIFIED. INCL HAUL KM 0,720 ~O~:Z..S.OO % ib::".OQ
230-1 000 LUMP SUM CONSTRUCTION LUMP 1 )?l4-~. ~~ sS +tv.CV
310-1101 GR AGGR BASE CRS, INCL MATL MG 1700 1..3 - ~() +V'l-~C.I)O
318.3000 AGGR SURF CRS MG 50 ~4-. Sc i 1-1.5 ,\)0
402.1812 RECYCLED ASPH CONC LEVELING.INCL BITUM MATL & H LIME MG 300 4-~SQ !1 (~C.,().Oc:
RECYCLED ASPH CONC 9.5 MM SUPERPAVE. GP 2 ONLY, INCL 5005"'6oc
402~133 BITUM, MArL. & H LIME MG 578 5:2. 0 ~
RECYCLED ASPH. CONC. 25 MM SUPERPAVE. GP 1 OR 2. INCL {Co. Se 5/ (50.00
402.3250 BITUM, MArL. & H LIME MG 1100
413-1000 BITUM TACK COAT L 3.800 .13 'rN,_OU
CONC. MEDIAN. 150 MM. INCL. YELLOW TRAFFIC STRIPING
441~748 PAINTED FACE M2 100 10.15 30:5. Q';)
.
441-6022 CONC CURB & GUTTER, 150 MM X 750 MM. TP 2 LMI 190 H .4-S" C.5't~.~O
441-6720 CONC CURB & GUTTER. 150 MM X 750 MM. TP 7 LMI 365 'iq., 4-5' 1"2... )7'+,25
--
550-1180 STORM DRAIN PIPE. 450 MM. H 0.3-3 M LMI 128 iO~. (JQ i3 ~'f-,O('
550-4218 FLARED END SECTION. 450 MM.STORM DRAIN EACH 3 56\). t1 \} i b ~C.. I) \)
610-1880 REM STORM DRAIN PIPE LMI 88 J'1. :2...S" 3 '+-Sq . 0 i)
611-8050 ADJUST MANHOLE TO GRADE EACH 2 'lOi), () 0 4c'J . J 'J
634-1200 RIGHT -OF-WAY MARKER EACH 12 <1'3- 2..~- 1111 ,00
836-1014 HIGHWAY SIGNS. TP 1 MATL. REFl SHEETING. TP 1 M2 3 ~o3's\) 6i~. ~o
636-2030 GALV STEEL POSTS, TP 3 LMI 23 ;~,/ ~ S" 01- 3 ()
647-1000 TRAFFIC SIGNAL MODIFICATION LUMP 1 ~ ns-o~ 'f~~-8.0
653-0110 THERMOPLASTIC PVMT MARKING. ARROW. TP1 EACH 1 63. {'tJ v-l, O~
653-0120 THERMOPLASTIC PVMT MARKING. ARROW. TP1 EACH 14 ~ 3. (\ '> ::?& ;'.0 'i>
653-0210 THERMOPLASTIC PVMT MARKING. WORD. TP 1 EACH 1 ~'f. \) '~ ~lf- 0 ;)
653-1501 THERMOPLASTIC SOLID TRAFFIC STRIPE 125 MM. WHITE LMI 1131 ?,.1 () 30:> 3,70 .
653-1502 THERMOPLASTIC SOLID TRAFFIC STRIPE 125 MM. YELLOW LMI 1284 ')..10 3lf('G.~d
6/10199
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jt~:~9.{ ........................ ....... ...................................... ................. ............ .:..:-:-. . .:-:;:.
';:;:::::::::::;:::::::::::::::::::::::::DESCRIP.tLOtir:::::::::::::::=:=::::::i::=::::::::::::: UNit::::::::: Qfi:::::::: :::::PRICS}
.................. ........ ....... .... ... ......................... ... ........,.. .. .......
. ......... .......... .................... ....................... ~. . . ."... ..-... .. ................
.. ... ......... ........ ... .................................... ............. .........
653-1604 THERMOPLASTIC SOLID TRAFFIC STRIPE. 450 MM. WHITE LMI 20 10. SQ ')...Ll).OO
653-1704 THERMOPLASTIC SOLID TRAFFIC STRIPE. 600 MM, WHITE LMI 20 i5".7C;- 5(5".OQ
653.3501 THERMOPLASTIC SKIP TRAFFIC STRIPE. 125 MM. WHITE GLMI 590 i ,ilq I llS.lO
653-3502 THERMOPLASTIC SKIP TRAFFIC STRIPE. 125 MM. YELLOW GLMI 380 j - &9- "l1'1s.20
653-6004 THERMOPLASTIC TRAFFIC STRIPING. WHITE M2 125 )..6S"" 11(.1..5""
653-6006 THERMOPLASTIC TRAFFIC STRIPING. YELLOW M2 55 ),-'-:'r I c;~ . -;;--
654-1001 RAISED PVMT MARKERS. TP 1 EACH 20 3, l';- ~ ;.\l ~
654-1002 RAISED PVMT MARKERS. TP 2 EACH 65 )-1':;- ;"vV.1\
654-1003 RAISED PVMT MARKERS. TP 3 EACH 30 1./5 1<t.StJ
656-0005 REMOVE EXIST SOLID TRAFFIC STRIPE. 5" LMI 100 (.l~- t/S".I:J\)
668-1100 CATCH BASIN. GP 1 EACH 2 is-C:C..Oil l(~C,D'J
668-2100 DROP INLET. GP'l EACH 2 ;1.15'- o'J J.;-9c.o \)
706.1003 TURF ESTABLISHMENT. TPC HA 0,620 LPO'),)'::) ). 6 Olf, 0 :l
TOTAL CONTRACT .
"'1'+'2...,1(, ~, 10
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230-1000 LUMP SUM CONSTRUCTION ITEMS
DESCRIPTION UNIT OTY
TRANSITION TIE-INS LS LS
CLEARING AND GRUBBING ACRE O.7S
706- I 003 GRASSING
I DESCRIPTION I UNIT I QTY I
HA 0.620
GRASSING
NOTE: Lump Sum Construction includes, but is not limited to, the above items.
NOTE: Quantities are to be used for estimating purposes only.
NOTE: Grassing. Quantities are for estimating purposes only.
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S. R. 56 @ OLD W A YNESBORO ROAD INTERSECTION IMPROVEMENTS
GENERAL NOTES
ADmSTING MINOR STRUCTURES TO GRADE:
This item consists of raising or lowering the upper portion of existing manholes,
water valve boxes, gas valve boxes or any other miscellaneous structures within
the area of construction. There will be no separate payment for this work unless
shown as a separate pay item.
AGGREGATE SURFACE COURSE:
The item aggregate surface course is for use in inclement weather to facilitate the
movement of local traffic along roadway construction and to permit ingress and
egress at drives. When used for this purpose, Section 318, Georgia Standard
Specifications, is modified to permit truck dumping on unprepared and muddy
sub grade. Section 318 is further modified to p~rmit the use of crusher run stone
as described in Subsection 806.02. The Contractor will have the choice of the
following materials. ' '-
Graded Aggregate
Coarse Aggregate Size 467
Stabilizer Aggregate Type 1 or 2
Crushed Stone
Subsection 815.01
SubseCtion 800.01
Section 803
Subsection 806.02
All materials to be used as directed by the Engineer.
AS-BUILT PLANS:
The Contractor shall furnish a legible set of "as-built" plans, in good condition, to
the Project Inspector no later than the date of the Final Inspection. Such plans
shall have all significant changes marked in red. The Project Inspector shall
review the marked plans for accuracy, legibility and completeness. As-built
plans, approved by the Project Inspector, must have the Inspector's signature on
the cover sheet. No "as-built" plans will be accepted without the approval of the
Project Inspector.
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CASINGS:
All steel casings being installed across any roadway and/or right-of-way shall
have the joints continuously welded to obtain a watertight seal. The Contractor
shall notify the Engineer when welds are ready for inspection. Welded casings
backfilled without the Engineer's approval shall be uncovered for inspection at
the Engineer's request.
COMPACTION:
All compaction shall be as defined in the current edition of Georgia department of
Transportation Specifications. Special attention shall be given to the backfill of
minor structures (pipe, box culverts, manholes, catch basins, drop inlets, etc.).
Compaction shall be achieved using approved tamps and soil layers of
approximately 6 inches (loose measure) and in accordance with Georgia
Department of Transportation Standards 1030-D and 1401. Backfilling
operations of this nature shall not begin until the Contractor has on hand all
equipment in good working condition, and competent operators.
The backfilling of pipe and other minor structures shall be in accordance with
Georgia Department of Transportation Standard specifications, Current Edition.
Backfilling with sand using jetting and/or flooding will not be allowed in any case
without the written permission of the Engineer.
CONCRETE: .-
The Contractor shall have a slump cone on the project at all times when concrete
is being placed. He shall, in the Engineer's presence, perform slump tests as
directed by the Engineer. Tests shall be performed by qualified personnel with a
properly cleaned slump cone. Allowable slumps are 2" minimum and 4"
maximum. Class "A" concrete shall have a minimum of 611 Ibs. Cement per
cubic yard. Class "B" concrete shall have a minimum of 470 lbs. Cement per
cubic yard. Concrete not meeting these requirements will be rejected by the
Engineer.
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CONSTRUCTION:
Transition ties of proposed curb and gutter to existing curbs (valley gutter, granite
curb, header curb, etc.) shall be paid for in the unit price bid for curb and gutter
unless otherwise noted.
At locations where new pavement is to be placed adjacent to existing pavement,
without an overlay, or where curbing is to be placed across paved parking lots, a
joint shall be sawed on a line to ensure pavement removal to be neat. Only those
joints sawed in concrete pavement will be paid for under the pay item-Sawed
Joints. . . per Linear Foot.
At locations where new pavement is to be placed adjacent to existing pavement
without an overlay or where curbing is to be placed across paved parking lots, a
joint shall be sawed on a line to ensure pavement removal to be neat. Only those
joints sawed in concrete pavement will be paid for under the pay item-Sawed
Joints. . . Per Linear Foot.
Where curb and gutter is used and the shoulder elevations are higher than adjacent
ground, the actual direction of drainage runoff shall be determined by the
Contractor. He shall make such provisions as necessary to ensure that no ponding
is caused by the new construction. He may place additional fill to provide drain
inlets. Compensation will be under the price bid for the appropriate pay item.
Driveway profiles may also be altered allowing the concrete pad to slope down
outside the back of the curb line not to exceed an algebraic difference of 0.07.
This should be used primarily on the high side of super-elevated curves. The
Contractor should use caution with standard variance and place special emphasis
on hydraulic considerations.
Where curb and gutter is to be built on the high side of superelevated curves the
gutter slope shall match the roadway slope or superelevation rate.
The Contractor shall provide borrow and/or waste pits for this project. All pits
acquired for use on this project shall be reclaimed in accordance with Subsection
107.23 and Section 160 of the Standard Specifications and page PP A-I of this
document.
All storm drain pipe, side drain pipe, pipe culvert wing-walls, steps, retaining
walls, curbs and gutters, headwalls, all types of pavement, wooden structures,
except those specifically shown as a removal pay item will be removed as
Clearing and Grubbing, Grading Complete, Grading Per Mile or Lump Sum
Construction.
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Cut and fill slopes outside of clear zones may be adjusted on construction where
necessary to remain within the right of way.
Curb cut ramps in accordance with Standard 9031- W are to be used at all street
intersections on this project.
Asphalt milling where specified for use on eXIstmg pavement that is to be
resurfaced adjacent to curb and gutter. Finished surface on asphalt pavement
shall not exceed W' above the gutter line as shown on Georgia Standard 9031-J.
CONSTRUCTION LAYOUT:
Construction layout work shall be performed by the Contractor. See Section 149
of the Standard Specifications. The survey for this project was made by ZEL
ENGINEERS (706) 724-5627
DESIGN ALTERATIONS:
The Commission-Council recognizes that various changes in design may be made
as the project progresses. Any requests for additional payment will be processed
based on actual work in place and the unit prices submitted as a part of this bid.
Items not covered in this bid shall be priced separately and no work shall be done
on these items until approved, in writing, by the Engineer.
DRIVEWAYS:
All driveways are to be paved to the right-of-way line with Asphaltic Concrete.
Ingress and egress shall be maintained at all times to adjacent properties, unless
otherwise noted in the plans.
All driveways are to be paved to the right-of-way line.
Ingress and egress shall be maintained at all times to adjacent properties, unless
otherwise noted in the plans. All valley gutter drives shall conform to Standard
6050 or 9031-J.
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EROSION AND SEDIMENT CONTROL:
The Contractor shall be responsible for all soil erosion and sediment control
practices. All on-site erosion control shall comply with local Augusta Richmond
County erosion and sediment control ordinances. The cost of this work shall be
included in the cost of the project unless shown as a separate pay item.
EXCESS MATERIAL:
All excess material is to be disposed of as directed by the Engineer or as noted in
Subsection 107.23 of the Specifications and in accordance with page PP A-I.
FENCE:
All new fence called for on the plans and/or contract documents shall meet the
requirements of Section 643 of the Georgia Department of Transportation
Standard Specifications, current edition. New fence not meeting these Specs will
be rejected.
In contracts where remove and reset fence items are involved (either as pay items
or as Lump Sum Construction) all replacement fence shall be equal to or better
than the existing fence as approved by the Engineer. This means equal to or
better than the original fence at the time of it's installation.
In accordance with Subsection 643.03D, the Contractor must furnish positive
locking devices, padlocks and keys with all gate assemblies.
FINISHING AND DRESSING:
All unpaved and natural areas which are disturbed by the construction of this
project are to be returned to the pre-existing shape and slope and then finished and
dressed. No separate payment will be made for grassing, fertilizing and mulching
of disturbed areas, unless specifically shown as a pay item.
FLAGGING:
Flaggers shall be provided as required to handle traffic, as specified in the Plans
or Special Provisions, and as required by the Engineer.
All Flaggers shall meet the requirement of part 6F of the MUTCD and must have
received training and a certificate upon completion of the training from a
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Department approved training program. Failure to provide certified Flaggers as
required above shall be reason for the Engineer suspending work involving the
Flagger(s) until the Contractor provides the certified Flagger(s).
Flaggers shall wear a fluorescent orange cap or hat, and a fluorescent orange vest,
shirt, or jacket, and shall use a Stop/slow paddle meeting the requirements of
Section 6F-2 of the MUTCD for controlling traffic. The Stop/slow paddle shall
have a shaft length of seven (7) feet minimum. In addition to the stop/slow
paddle, a flagger may use a 24 inch square red/orange flag as an additional device
to attract attention. For night work, the vest shall have reflectorized stripes on
front and back.
Signs for flagger traffic control shall be placed in advance of the flagging
operation in accordance with the MUTCD. In addition to the signs required by
the MUTCD, signs at regular intervals, warning ofthe presence of the flagger
shall be placed beyond the point where traffic can reasonably be expected to stop
under the most severe conditions for that day's work.
FOUNDATION BACKFILL MATERIAL, TYPE I:
Foundation Backfill Material Type I shall conform to Georgia Standard 1030-D
and Section 207 of the Standard Specifications. No separate payment will be
made for this material or its placement.
FOUNDATION BACKFILL MATERIAL, TYPE II:
Foundation Backfill Material, Type II shall conform to Georgia Standard 1030-D
and Section 207 of the Standard Specifications and shall be used in wet/unstable
conditions as directed by the Engineer. It shall also be used beneath all concrete
box culverts. Quantities shall be measured for payment in accordance with
Georgia Standard 1030-D or as directed by the Engineer. Payment shall be per
cubic yard unless otherwise specified in the contract.
GRADES:
With the approval of the Engineer, grades may be field adjusted to provide for
best drainage.
GRADING:
In contracts where grading, including excavation for drainage structures, is
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accomplished under Section 210 (Grading Complete or Grading Per Mile) or
Section 230 (Lump Sum Construction), the Lump Sum amount bid will include
all work necessary to obtain the line, grade and compaction in accordance with
the Specifications and other contract documents. There will be no separate
payment for any work of this nature including borrow and the removal of
unsuitable and/or unstable material. However, the Contractor shall make
whatever investigations he deems necessary to determine the extent of any borrow
or removal necessary to meet contract requirements. If it develops that removal
of unsuitable/unstable materials quantities could not have been predicted by the
contractor from a reasonably thorough investigation of project conditions, the
Contractor may request negotiation for payment for excavation of this nature in
areas where the depth exceeds three (3) feet below subgrade. The Owner will
consider negotiation only when this type of removal is excessive and the
Contractor provides evidence that he thoroughly investigated project conditions
prior to entering his bid. Only those quantities in excess of three (3) feet below
finished sub grade and/or normal excavation for drainage structures, ordered by
the Engineer, will be considered for payment.
GRASSING AND EROSION CONTROL:
The Contractor shall bid on grassing, lump sum, and it shall be his responsibility
to determine the actual area to be grassed. No claims will be considered for extra
compensation if the contractor relies on plan information to prepare his bid.
All slope areas are to be grassed unless shown otherwise on plans. Temporary
grass is required if permanent grass season is out.
The Contractor shall be responsible for all soil erosion and sediment control
measures. All on-site erosion control shall comply with local erosion and
sediment control ordinances. The cost of this work shall be included in the cost of
the project unless shown as a separate pay item.
All unpaved and natural areas which are disturbed by the construction of this
project are to be returned to the pre-existing shape and slope and then finished and
dressed. No separate payment will be made for grassing, fertilizing and mulching
of disturbed areas, unless specifically shown as a pay item.
Discontinued roads or other areas inside or outside the project construction limits,
but within the existing or required right-of-way, shall be obliterated and restored
as nearly as possible to the original contour of the ground (see Section205 of the
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Standard Specifications). No separate payment will be made for this work.
Where item number 700-6001 is shown as a pay item, Georgia Department of
Transportation specifications are modified to provide that the lump sum price bid
shall be full payment for all fertilizer, lime and nitrogen. No separate
measurement for payment will be made for any work or materials required to
accomplish a stand of permanent grass.
INFESTATION:
The entire project is considered to be within the limits of an insect infested area.
The contractor's attention is called to the following sections of the Standard
Specifications: (A) 155 Insect control (B) 893 Miscellaneous Planting Materials.
INSPECTIONS:
This project will be inspected by the Engineer or his Representative.
LEVELING:
Leveling shall be placed at the locations and in amounts as approved by the
Engineer or his Representative. Measurement and payment shall be made in
accordance with the Standard Specifications on a unit price basis. The quantities
included in the schedule of items are approximate and subject to change. All
changes will be made at the unit prices, as bid.
In areas where crown improvement, widening, curbing and/or gutter is required,
any required asphaltic concrete leveling shall be placed prior to constructing,
widening, etc., unless otherwise authorized by the Engineer. Final grades cannot
be determined until leveling is placed. Three (3) point levels shall be obtained as
a minimum in all cases unless otherwise directed by the Engineer.
MISCELLANEOUS DRAINAGE STRUCTURES:
All miscellaneous drainage structure such as Catch Basins, Drop Inlets,
Manholes, Junction Boxes, Spring Boxes, Drain Inlets, Special Inlets, etc.,
whether standard or special design shall be paid for Per Each. There will be no
separate payment for additional depth unless specifically shown as a pay item.
NOTE: All Catch Basins, Drop Inlets, Manholes, exposed Junction Boxes, etc.,
with concrete topslabs shall include manhole rings and covers.
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PATCHING AND REPAIR OF MINOR DEFECTS:
Where necessary, the contractor is required to patch and repair existing potholes,
minor pavement defects and base failures in accordance with the Specifications.
PAYMENT FOR PIPE CULVERT INSTALLATION:
1. Payment for pipe culvert or utility installation
includes sawing and/or cutting and removing existing pavement and
replacing the pavement as specified in accordance with Standard 1401.
2. Payment for pipe culvert includes plugging existing pipe with Class
"A" or "B" concrete (See Georgia Standard 9031-L).
3. Payment for pipe culvert includes any required Concrete collars (See
Georgia Standard 9031-U).
4. All storm drain and longitudinal pipe shall include O-ring gaskets.
PIPE CULVERTS:
Unless otherwise noted, all storm drain, longitudinal and stub pipe are to be
reinforced concrete.
All required pipe culverts shall be in accordance with Standard 1030-D.
Foundation Backfill Material Type I shall conform to Georgia Standard 1030-D.
No separate pay item will be made for this material or its placement.
Payment for pipe culvert or utility installation includes sawing and/or cutting and
removing existing pavement and replacing the pavement as specified in
accordance with Standard 1401. Payment for pipe culvert includes plugging
existing pipe with Class "A" or "B" concrete and for constructing concrete
collars.
The contractor shall include in his price bid for pipe, the additional cost of bends,
tees, fasteners, appropriate gaskets (see Section 848 of the Standard
Specifications), and structure excavation.
PRECAST CONCRETE UNITS:
Precast Concrete Units, other than those specifically allowed by Georgia
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Department of Transportation Specifications, such as Drop Inlets, Catch Basins,
Manholes, etc., shall not be installed without written permission from the
Engineer. Any such units installed without such written permission shall be
removed from the project.
PROPERTY CORNERS AND MARKERS:
All right-of-way markers where required shall conform to Standard 9003. Right-
of-way markers shall be flush with the finished ground-line when so directed by
the Engineer.
REMOVAL AND RESETTING OF ORNAMENTAL SHRUBS AND BUSHES AND
SOD:
It shall be the contractor's responsibility to remove and reset any and all existing
ornamental shrubs and bushes and sod in conflict with proposed construction.
Coordination with the property owners is essential in this endeavor. The
contractor will not be held responsible for care and maintenance after removing
and resetting these plants and sod except in cases where the Contractor's
equipment causes irreparable damage or where plants and/or sod dies as the result
of negligence on the Contractor's part. In which cases, the Contractor will be
held responsible for replacement. Sod shall be reset with ground preparation in
accordance with Subsection 700.05.A. No additional soil or fertilizer is required
for resetting sod. The Contractor shall remove the sod in a manner that will be
conducive to insuring that the reset sod will live. At the contractor's option, he
may replace any sod he removes with new sod ofthe same type. No separate
payment will be made for this work or replacements unless specifically shown as
a pay item.
REMOVING AND RESETTING OF OBSTRUCTIONS:
It shall be the Contractor's responsibility to remove and reset any and all
obstructions, such as fences, signs, concrete or brick planters, steps, walkways,
brick or concrete entrance columns, etc., which are in conflict with construction.
Contractors are responsible for the security of pets and/or personal property
through the use oftemporary fence if necessary. No separate payment will be
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made for this work except when shown as a separate pay item.
RIGHT-OF-WAY AND EASEMENTS:
The Contractor shall not perform any work outside the limits ofthe right-of-way
or easements. In addition, no Equipment or material shall be placed outside these
areas without written permission of both the property owner and the Engineer.
In the event that the Contractor elects to utilize private property for any purpose
connected with the project, such as but not limited to, staging areas, equipment
and/or material storage or simply as a convenience, he shall submit a written
agreement to the Engineer containing vital information such as limits of both area
and time the property is to be utilized and a description of the intended use. The
agreement must be signed by both the property owner and the Contractor and will
be reviewed and recorded by the Engineer. Such agreements must be submitted
prior to the contractor's use of the property.
SALVAGEABLE MATERIALS:
As directed by the Engineer or his Representative, all salvageable materials, such
as drainage pipe, which require removing but are not to be used on this project,
are to be stored within the right-of-way by the Contractor. These materials shall
be picked up and transported by the Augusta-Richmond County forces.
SAW CUTS:
When -matching existing conditions, saw cuts shall be used as required by
Augusta-Richmond County. Only saw cuts in Portland Cement Concrete which
are shown as contract pay items will be paid for separately. No saw cuts in
asphaltic concrete will be paid for separately.
SHOULDER WORK:
All necessary cleaning of the existing pavement including clipping of shoulders
required prior to resurfacing shall be the responsibility of the Contractor. The
material displaced shall be removed, lowered or spread over the shoulder to an
elevation and slope which will provide adequate drainage. The cost of such work
shall be included in the prices bid for other items.
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SPECIFICATIONS:
This project is based upon, and shall be constructed in accordance with, the State
of Georgia Department of Transportation Standard specifications for Construction
of Roads and Bridges, current edition and any supplements thereto. All of these
specifications shall be considered as though fully contained herein. In cases
where conflicts arise within these specifications, they will be revised to resolve
such conflict. Until the conflict is resolved, the interpretation of the Engineer
shall control the situation.
SPECIFICATIONS, STANDARDS AND OTHER DATA:
All references in this document, (includes all papers, wntmgs, documents,
drawings, or photographs used or to be used in connection with this document), to
State Highway of Georgia, State Highway Department, Highway Department, or
Department when the context thereof means the Georgia Department of
Transportation means, and shall be deemed to mean, Augusta-Richmond County,
Augusta-Richmond County Commission-Council Department of Engineering
Services.
The data, together with all other information shown on these plans, or indicated in
any way thereby, whether by drawings or notes or in any other matter, are based
upon field investigations and are believed to be indicative of actual conditions.
However, the same are shown as information only, are not guaranteed, and do not
bind Augusta-Richmond County, Georgia in any way. Only the actual quantities
completed and accepted will be paid for. The attention of the bidder is
specifically directed to Subsections 102.04, 102.05, and 104.03 of the Standard
Specifications, of the Georgia Department of Transportation, current edition,
which will be part of this contract.
This project is based on and shall be constructed in accordance with the State of
Georgia Department of Transportation Standard Specifications for Construction
of Roads and Bridges, current edition and any supplements thereto. All of these
specifications shall be considered as though fully contained herein. In cases
where conflicts arise within these specifications, they will be revised to resolve
such conflict. Until the conflict is resolved, the interpretation of the Engineer
shall control the situation.
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This project shall be constructed in accordance with current Georgia Department
of Transportation Roadway Standards and Construction Details.
SPILLWAYS:
The Contractor is to construct asphalt spillways in low points and other
appropriate locations to allow roadway surface water to run off. Payment for this
work is to be included in prices bid for asphaltic concrete items.
STORM DRAIN PIPE:
Unless otherwise noted, all storm drain, longitudinal and stub pipe are to be
reinforced concrete.
SUBCONTRACTORS:
The Contractor shall furnish the official name of all firms he proposes to use as
Subcontractors in the work. This information should be furnished at the
Preconstruction conference. However, no work shall be done on this project by a
Subcontractor until the Contractor receives written approval of his
Subcontractor(s) from the Engineer. The Engineer shall notify the Contractor in
writing within 10 calendar days whether or not approval of the Subcontractor(s) is
granted.
NOTE: All submissions shall include the following information for each
Subcontractor:
1) Name of Subcontracting Firm
2) Description of Work To Be Done
3) Contact Person's Name and Phone Number
Copies of all submissions shall be submitted to:
Ms. Brenda Byrd-Pelaez
Room 211 Municipal Building
530 Greene Street
Augusta, Georgia 30911
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SUPERELEV ATION:
All horizontal circular curves are to be superelevated in accordance with Georgia
Standard 9028-C as directed by the Engineer.
TESTING OF THE WORK:
The Contractor shall employ a qualified materials testing laboratory to monitor
more fully the quality of materials and work and to perform such tests as may be
required under the contract documents as conditions for acceptance of materials
and work. THE ENGINEER MAY ORDER TESTING AT ANY TIME HE
DEEMS PROPER TO CONTROL THE QUALITY OF THE WORK.
Concrete compressive strength tests are required on this project (see Section 500
of the Georgia Department of Transportation Specifications). Other tests may be
required where necessary.
All test results are to be submitted to the Engineer. No separate payment will be
made for employing the testing laboratory or any required tests.
On projects that include asphaltic concrete, cores shall be cut in the asphaltic
concrete at random locations, selected by the Engineer, to verify thicknesses. A
minimum of three (3) cores per mile or three (3) cores per project, whichever is
greater, shall be cut by the Contractor. If all thicknesses are satisfactory, in
accordance with Section 400 of the Department of Transportation specifications,
no further cores will be required. If cores indicate an unsatisfactory thickness,
additional cores, as determined by the Engineer and at locations of the Engineer's
choosing, shall be cut to determine the extent of the unsatisfactory thickness.
Corrections as shown in Section 400 of the Department of Transportation
Specifications shall be made where required. There will be no separate payment
for cutting cores, filling core holes, or corrective work. Payment shall be included
in the price bid for asphaltic concrete items or in the overall bid price of the
contract.
TEST ROLLING:
Prior to placing any base course, the sub grade shall be test rolled on six feet
centers using a loaded dump truck or other equipment approved by the Engineer.
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TRAFFIC CONTROL:
The Contractor shall provide construction signs in accordance with requirements
of "Manual on Uniform Traffic Control Devices for Streets and Highways",
current edition with added supplements and special provisions.
The attention of the Contractor is specifically directed to Subsection 107.09 of the
Standard Specifications regarding barricades, danger, warning, and detour signs.
All temporary signs, barricades, flashing lights, striping and any other traffic
control devices required during construction of this project shall meet all
requirements of the M.D.T.C.D., current edition, as directed by the Engineer and
be furnished by the Contractor with payment in accordance with Section 150.
All traffic signs shown are minimum. Other signs may be required by the
Engineer with payment included under the appropriate items.
All temporary traffic control devices are to be placed in accordance with Georgia
Department of Transportation Standards and Specifications.
In accordance with Section 150 of the Standard Specifications and it's
Supplement, the Contractor shall file for approval a detour plan of operation for
this project. This plan shall include details of staging and rerouting of traffic
including estimated length of time for use of the detours.
The Contractor shall so conduct his operations that there will be a minimum of
interference with, or interruption of, traffic upon and along the highway. This
applies.to the initial installation and the continuing maintenance and operation of
the facility. At least one-lane, two-way traffic shall be maintained at all times
unless approved otherwise by the Engineer. As a minimum, the Contractor must
comply with the Manual on Uniform Traffic Control Devices, current edition and
Georgia Standard 9102.
TRAFFIC DETOURS:
Where detours are required and in accordance with Section 150 of the Standard
Specifications and any Supplements thereto, the Contractor shall file for approval
a detour plan of operation for this project. This plan shall include details of
staging and rerouting of traffic including estimated length of time for use of the
detours.
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The Contractor shall so conduct his operations that there will be a minimum of
interference with or interruption of traffic upon and along the roadway. This
applies to the initial installation and the continuing maintenance and operation of
the facility. At least one-lane, two-way traffic shall be maintained at all times
unless approved otherwise by the Engineer. As a minimum, the Contractor must
comply with the Manual on Uniform Traffic Control Devices, current edition and
Georgia Standard 9102.
TREE WELLS, TREE WALLS AND ROOT PROTECTION:
This work will be done in accordance with Section 703 of the Standard
Specifications. Where possible, the Contractor is to save and protect selected
trees and shrubs. If it becomes necessary, the contractor, with the approval of the
Engineer, is to protect these trees and shrubs by means of small retaining walls,
tree wells and porous material placed to protect the root system. No separate
payment will be made for this work unless a pay item is provided.
THE FOLLOWING UTILITY COMP ANTES SHALL BE NOTIFIED BEFORE WORK
BEGINS:
Georgia Power Company
Post Office Box 488
Augusta, Georgia 30904
Telephone (706) 724-0892
Attention: Parker Land
Georgia Natural Gas Co
Post Office Box 1426
Augusta, Georgia 30913
Telephone (706) 722-7791
Attention: Carl Pearson
Bell South
3841 Wrightsboro Road
Augusta, Georgia 30909
Telephone (706) 828-8500
Attention: Bert Neese
Jones Intercable, Inc.
1424 Monte Sano Avenue
Augusta, Georgia 30904
Telephone (706) 736-6515
Attention: Kevin O'Meara
Urban Services Water & Sewer
2760 Peach Orchard Road
Augusta, Georgia 30906
Telephone (706) 796-5000
Attention: Robin McMillon
UTILITIES:
All utility facilities which are in conflict with construction, not covered as
specified items in the detailed estimate, are to be removed and re10cated.to clear
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construction by the respective owners, unless added later to the contract as a
supplemental item. All "above ground" utility structures will be located as near
as possible to the right-of-way line.
The Contractor will not be paid for any delays or extra expense caused by utility
facilities, obstructions or any other items not being removed or relocated to clear
construction in advance of his work.
All known utility facilities are shown schematically on highway plans, and not
necessarily accurate in location as to plan or elevation. Utility facilities such as
service lines or unknown facilities not shown on the plans will not relieve the
Contractor of his responsibility under this requirement except as noted below.
"Existing Utility Facilities" means any utility facility that exists on the highway
project in its original, relocated or newly installed position.
Other than service lines from street mains to the abutting property the contractor
will not be held responsible for the cost of repairs to damaged underground utility
facilities when such facilities are not shown on the plans and their existence is
unknown to the Contractor prior to the damage occurring, providing the Engineer
determines the Contractor has otherwise fully complied with the Specifications.
The following utility owners have facilities which may conflict with construction
of this project:
NAME OF UTILITY OWNER
TYPE OF FACILITY
Georgia Power Company
Georgia Natural Gas Company
Jones Intercable T.V.
Bellsouth
Augusta- Richmond
County Water and Sewer
Power
Gas
Cable
Telephone
Water, Sewer
The Contractor shall use the one-call center telephone number 1-800-282-7411
for the purposes of coordinating the marking of underground utilities.
The Contractor's attention is directed to the probability of encountering private
utility installations consisting of sanitary sewers, water, sprinkler systems,
ornamental light systems, gas and underground telephone cables that either are
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obstructions to the execution of the work and need to be moved out of the way or,
if not, must be properly protected during construction. No separate payment will
be made for this work. Public utilities of this nature will be handled by the utility
owner.
UTILITY ACCOMMODATION POLICY:
In so far as possible, work shall be scheduled so that open excavations will not be
left overnight. Where trenches, pits or other excavations are within the clear
roadside areas and cannot be backfilled before leaving the job site, they shall be
covered by timbers or metal plates and protected by reflectorized and/or lighted
barricades as appropriate and as directed by the Engineer. Barricades sufficient to
prevent a person from falling into an excavated or work area must be erected in
areas where these conditions exist.
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DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
SPECIAL PROVISION
SECTION 1SQ-TRAFFIC CONTROL
August 28, 1995
First Use: October 20, 1995
Modification of Special Provision
Section 150 - Traffic Control (Rev. June 21,1994)
Retain Section 150 as written and add the following:
For this project, all references to flags on construction warning signs in the Standard Construction Details
listed below are deleted except for signs which are mounted at less than seven (7') feet in height (portable
signs).
Standard Construction Details
· Typical By-Pass Detour for Two-Lane Highway
· Typical Detour Across Median
· Transition of 4-Lane Divided Highway to 2-Lane Highway
· Traffic Control General Notes, Standard Legend, Miscellaneous Details
In addition, G20-1, G20-2A, and W20-1 signs shown on Georgia Standards 9102, 9106, 9107, and
applicable Standard Construction Details shall conform to Part VI of the MUTCD, Revision 3, dated
September 3, 1993.
150.02 WORK ZONES: Delete "Work Zonesn and substitute: Temporary Traffic Control Zones.
150.02. B.2.: Delete last sentence and substitute: Channelization device spacing shall be 10 feet for 200
feet in advance of the temporary gore, and 10 feet for the first 100 feet of the temporary gore.
150.03. F.1. MATERIALS - INTERIM SIGNS: Retain as written and add second paragraph.
Posts for all interim signs shall be constructed to yield upon impact unless the posts are protected
by guardrail,- portable barrier, impact attenuator or other type of positive barrier protection.
Unprotected posts shall meet the breakaway requirements of the "1985 AASHTO Standard
Specifications for Structural Supports for Highway Signs, Luminaries and Traffic Signals".
Unprotected post splices will not be permitted any higher than four inches above the ground line
to lessen the possibility of affecting the undercarriage of a vehicle.
150.03.H. CONSTRUCTION WARNING SIGNS: CONSTRUCTION WARNING SIGNS THAT ARE
REQUIRED TO BE MOUNTED AT SEVEN FEET IN HEIGHT NO LONGER REQUIRE THE USE OF
WARNING FLAGS.
Delete first sentence of second paragraph and substitute:
Construction warning signs which are mounted at less than seven feet in height (portable .signs) shall
have two 18 inch x 18 inch fluorescent red-orange or orange-red warning flags mounted on each sign.
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DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
150.04.E.2.a.2.: Retain as written and add: In lane shift areas skip lines are not allowed. Solid lines are
required. .
150.04. E.2.b.1.: Retain as written and add: In lane shift areas skip lines are not allowed. Solid lines are
required.
150.05 . D. TEMPORARY GUARDRAIL ANCHORAGE: Delete all references to Type 9 and substitute Type
11 (eleven).
150.10 PAYMENT: Item No. 641 . Delete reference to Type 9 and substitute Type 11 (eleven).
SPECIAL PROVISION
SECTION 150-TRAFFIC CONTROL
June 22, 1994
First Use: July 24, 1994
Modification of Standard Specifications, 1993 Edition
Retain Section 150 as written and add the following:
For this project, all references in the Standard Construction Details listed below to Type I Barricades,
Type II Barricades, Type "A" flashing-lights and Type'''C'' steady bum lights are deleted, except that
Type "C" lights will be required for tapers in nighttime lane closures.
Standard Construction Details
· Typical By-Pass Detour for Two-Lane Highway
· Typical Detour Across Median
· Transition of 4-Lane Divided Highway to 2-Lane Highway
· Traffic Control General Notes, Standard Legend, Miscellaneous Details
In addition, G20-1, G20-2A, and W20-1 signs shown on Georgia Standards 9102, 9106, 9107, and
applicable Standard Construction Details shall conform to Part VI of the MUTCD, Revision 3, dated
September 3,1993.
Detail "A" as shown on Georgia Standard 4960 is deleted.
SPECIAL PROVISION
SECTION 150-TRAFFIC CONTROL
Rev. June 21, 1994
First Use: July 24, 1994
Rev.: August 16, 1994
Modification of the Standard Specifications, Current Edition
Delete Section 150 as written and substitute the following:
150.01 DESCRIPTION: This section as supplemented by the Plans, Specifhations, and MUTCD shall be
considered the Traffic Control Plan. Activities shall consist of furnishing, installing, maintaining, and
removing necessary traffic signs, barricades, lights, signals, cones, pavement markings and other traffic
control devices and shall include flagging and other means for guidance and protection of vehicular and
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DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
pedestrian traffic through the Work Zone. This Work shall include both maintaining existing devices
(excluding Traffic Signals) and installing additional devices as necessary in construction work zones.
When any provisions of this Specification or the Plans do not meet the minimum requirements of the
Manual on Uniform Traffic Control Devices (MUTCD), the MUTCD controls. The 1988 Edition of the
MUTCD and Revision 3, dated September, 1993, of Part VI shall be in effect for the duration of the
project.
A. The Contractor shall designate a qualified individual as the Worksite Traffic Control Supervisor
(WTCS) who shall be responsible for selecting, installing and maintaining all traffic control devices
in accordance with the Plans, Specifications, Special Provisions and the MUTCD. This individual's
traffic control responsibilities shall have priority over all other assigned duties.
&; the representative of the Contractor, the WTCS shall have full authority to act on behalf of the
Contractor in administering the Traffic Control Plan. The WTCS shall have appropriate training in
safe traffic control practices in accordance with Part VI of the MUTCD. In addition to the WTCS all
others making decisions regarding traffic control must meet the training requirements of Part VI of
the MUTCD. On projects where traffic control duties will not require full time supervision, the
Engineer may allow the Contractor's Project Superintendent to serve as the WTCS as long as
satisfactory results are obtained. .
The WTCS shall have a copy of the MUTCD on the job site. Copies of current MUTCD may be
obtained from:
U.S. Government Printing Office
Superintendent of Documents
Mail Stop: SSOP
Washington, D.C. 20402-9328
The WTCS shall be available on a 24-hour basis as needed to maintain traffic control devices with
access to all personnel, materials and equipment necessary to respond effectively to an emergency
situation within forty-five (45) minutes of notification of the emergency.
The WTCS shall supervise the initial installation of traffic control devices which will be reviewed by
the Engineer prior to the beginning of construction. Modifications to traffic control devices as required
by sequence of operations or staged construction must be reviewed by the WTCS. The WTCS shall
regularly perform inspections to ensure that traffic control is maintained.
B. All traffic control devices used during the construction of a project shall meet the Standards utilized
in the MUTCD, and shall comply with the requirements of these Specifications, Project Plans, and
Special Provisions. Reference is made to Subsections 104.05, 107.07, and 107.09.
C. All reflectorization for construction (black on orange) signs, object markers, and channelization
devices shall meet the requirements of Section 913, Type II or III unless otherwise specified. All other
signs shall meet the requirements of Type I unless otherwise specified.
D. No work shall be started on any project phase until the appropriate traffic control devices have been
placed in accordance with. Project requirements. Changes to traffic flow shall not commence unless
all labor, materials, and equipment necessary to make the changes are available on the Project.
E. The Contractor shall secure the Engineer's approval of the Contractor's proposed plan of operation,
sequence of work and methods of providing for the safe passage of vehicular and pedestrian traffic
before it is placed in operation. The proposed plan of operation should supplement the approved
traffic control plan. Any major changes to the approved traffic control plan, proposed by the
Contractor, are to be submitted to the Department for approval in accordance with Subsection 10...03
of the Standard Specifications.
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DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
Some additional traffic control details will be required prior to any major shifts of traffic. The traffic
control details shall include, but not be limited to, the following:
1. A detailed drawing showing traffic location and laneage for each step of the change.
2. The location, size, and message of all signs required by the MUTCD, Plans, Special Provisions,
and other signs as required to fit conditions.
3. The method to be used in, and the limits of, the obliteration of conflicting lines and markings.
4. Type, location, and extent of new lines and markings.
5. Horizontal and vertical alignment and superelevation rates for detours, including cross section
and profile grades along each edge of existing pavement.
6. Drainage details for temporary and permanent alignments.
7. Location, length, and/or spacing of channelization and protective devices (temporary barrier,
guardrail, barricades, etc.)
8. Starting time, duration and date of planned change.
9. For each traffic shift, a paving plan, erection plan, or work site plan, as appropriate, detailing
workforce, materials, and equipment necessary to accomplish the proposed work.. This will be the
minimum resource allocation required in order to start the work..
The above details shall be submitted to the Engineer for approval at least 14 days prior to the
anticipated traffic shift. The Contractor shall have traffic control details for a traffic shift which has
been approved by the Engineer prior to commencement of the physical shift. All preparatory work
relative to the traffic shift which does not interfere with traffic shall be accomplished prior to the
designated starting time. The Engineer and the Contractor's representative will verify that all
conditions have been met prior to the Contractor obtaining materials for the actual traffic shift.
F. Traffic control devices shall be in acceptable condition when first erected on the project and shall be
maintained in accordance with Subsection 104.05 throughout the construction period. All
unacceptable traffic control devices shall be replaced within 24 hours. When not in use, all traffic
control devices shall be removed, placed or covered so as not to be visible to traffic. If traffic control
devices are left in place for more than ten days after completion of the Work, the Department shall
have the right to remove such devices, claim possession thereof, and deduct the cost of such removal
from any monies due, or which may become due, the Contractor.
G. The Department reserves the right to restrict construction operations when, in the opinion of the
Engineer, the continuance of the Work would seriously hinder traffic flow on days immediately before,
on, or after holidays or other days in which unusual traffic conditions exist, including threatening or
inclement weather.
150.02 WORK ZONES:
A. In addition to the other provisions contained herein, work zone traffic control shall be accomplished
using the following means and materials:
1. Portable advance warning signs as required by the contract or meeting the requirements of the
MUTCD and Sub-Section 150.03.
2. Portable sequential or flashing arrow panels as shown in the Plans or Specifications for use on
Interstate or multi-lane highway lane closure only, shall be a minimum size of 48" high by 96"
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DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
wide with not less than 15 lamps used for the arrow. The arrow will occupy virtually the entire
size of the arrow panel and shall have a minimum legibility distance of one mile. The minimum
legibility distance is that distance at which the arrow panel can be comprehended by an observer
on a SUlUly day, or clear night. Arrow panels shall be equipped with automatic dimming features
for use during hours of darkness. The arrow panels shall also meet the requirements as shown
in the MUTCD. The sequential or flashing arrow panels shall not be used for lane closures on two-
lane, two-way highways when traffic is restricted to one-lane operations in which case,
appropriate signing, flaggers and when required, pilot vehicles will be deemed sufficient.
3. Portable changeable message signs meeting the requirements of Section 632 and the MUTCD.
4. Channelization devices meeting the standards of the MUTCD and Subsection 150.05.
5. Precast concrete barrier meeting the requirements of Section 622.
6. Temporary traffic signals meeting the requirements of Section 647.
7. Pavement marking materials complying with Subsection 150.04.A.
B. LANE CLOSURES:
1. All lane closures shall have prior approval of the Engineer. Lane closures that require same
direction traffic to be split around the Work Area will not be approved for roadways with posted
speeds of 35 mph or greater, excluding turn lanes.
2. On multilane highways where traffic has been shifted to the inside lanes for overnight use, the
entrance and exit ramps shall have channelization devices placed on both sides of the ramp. The
temporary ramp taper length shall be greater than, or equal to, the existing taper length. Interim
EXIT gore signs shall be placed at the ramp divergence. Channelization device spacing in the first
100 feet of the temporary gore shall be 25 feet.
3. Termination Area: The transition to normal or full width highway at the end of a lane closure
shall be a maximum of 150 feet.
4. To provide the greatest possible convenience to the public in accordance with Subsection 107.07,
the Contractor shall remove all signs, lane closure markings, and devices immediately when lane
closure work is completed or temporarily suspended for any length of time or as directed by the
Engineer.
C. TRAFFIC PACING METHOD:
1. PACING OF TRAFFIC: With prior approval from the Engineer, traffic may be paced allowing the
Contractor up to ten (10) minutes maximum to work in or above all lanes of traffic for the
following purposes:
a Placing bridge members or other bridge work.
b. Placing overhead sign structures.
c. Other work items requiring interruption of traffic.
The Contractor shall provide a uniformed police officer with patrol vehicle and blue flashing light for
each direction of pacing. The police officer, Engineer, and flaggers at ramps shall be provided with a
radio which will provide continuous contact with the Contractor.
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DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
When ready to start the work activity, the police vehicle will pull into the travel lanes and act as a
pilot vehicle slowing the traffic thereby providing a gap in traffic allowing the Contractor to perform
the Work. Anyon-ramps between the pace and the work area shall be blocked during pacing of traffic,
with a flagger properly dressed and equipped with a Stop/Slow paddle. Each ramp should be opened
after the police vehicle has passed.
Pilot vehicles shall travel at a safe pace speed, desirably not less than 20 mph interstate and 10 mph
non-interstate. The Contractor shall provide a vehicle to proceed in front of the police vehicle and
behind the other traffic in order to inform the Contractor's work force when all vehicles have cleared
the area.
Traffic will not be permitted to stop during pacing except in extreme cases as approved by the
Engineer.
2. METHODS OF SIGNING FOR TRAFFIC PACING: At a point not less than 1,000 feet in advance of
the beginning point of the pace, the Contractor shall erect and cover a W-special sign (72 inch x 72
inch) with a Type "B" flashing light, with the legend "TRAFFIC SLOWED AHEAD SHORT DELAY"
(See Detail 150-A). A portable changeable message sign may be used in lieu of the W -special sign. On
divided highways this sign shall be double indicated. A worker with a two-way radio shall be posted
at the sign, and upon notice that the traffic is to be paced shall turn on the flashing light and reveal
the sign. When traffic is not being paced, the flashing light shall be turned off and the sign covered
or removed. W-special signs are reflectorized black. on orange, Series "c" letters and border of the size
specified.
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DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
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D. The Contractor's trucks and other vehicles shall travel in the direction of normal roadway traffic
Wlless separated by a positive barrier, or when construction activity necessitates otherwise, and shall
not reverse direction except at intersections, interchanges, or approved temporary crossings.
E. The Contractor shall ensure that dust, mud, and other debris from construction activities do not
interfere with normal traffic operations or adjacent properties.
F. Existing street lighting shall remain lighted as long as practical and until removal is approved by the
Engineer.
G. Adequate temporary lighting shall be provided at all nighttime work sites where workers will be
immediately adjacent to traffic.
H. For their own protection, worker~ :n or adjacent to traffic during nighttj.me operation shall wear
reflectorized vests.
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DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
1. The parking of Contractor's and/or workers personal vehicles within the work area or a(ijacent to
traffic is prohibited.
J. The Worksite Traffic Control Supervisor (WTCS) shall monitor the work to ensure that all the rocks,
boulders, construction debris, stockpiled materials, equipment, tools and other potential hazards are
kept clear of the travel way. These items shall be stored in a location, in so far as practical, where they
will not be subject to a vehicle running off the road and striking them.
K. All existing pedestrian walkways shall be maintained. Whenever changes to the worksite necessitate
changes to existing walkways, temporary walkways shall be provided and maintained, with
appropriate signs as necessary, to allow safe passage of pedestrian traffic.
150.03 SIGNS:
A. When required for proper traffic control during construction of the project, all existing guide, warning,
and regulatory signs shall be maintained by the Contractor in accordance with these Specifications.
Existing street name signs shall be maintained at street intersections. All existing illuminated signs
shall remain lighted and be maintained by the Contractor.
B. When not in use, all inappropriate traffic signs or portions thereof shall be removed, placed or covered
so as not to be visible to traffic. All construction warning signs shall be removed within seven calendar
days after time charges are stopped or pay items are complete. Subsequent punch-list or other work
to be performed shall be accomplished utilizing temporary construction warning signs that shall be
removed daily.
C. The Contractor shall not remove any existing signs and supports without prior approval from the
Engineer. All existing signs and supports which are to be removed shall be stored and protected as
directed by the Engineer, and become the property of the Department unless otherwise specified in
the contract documents.
D. Interim guide, warning, or regulatory signs required to, direct traffic shall be furnished, installed,
reused and maintained by the Contractor in accordance with the MUTCD, the Plans, Special
Provisions, or as directed by the Engineer. These signs shall remain the property of the Contractor.
The bottom of all interim signs shall be at least seven feet above the level of pavement edge.
E. Existing special guide signs on the Project shall be maintained until conditions require a change in
location or legend content. When change is required, existing signs shall be modified and continued
in use if the required modification can be made within existing sign borders using design
requirements Oegend, letter size, spacing, border, etc.) equal to that 'of the existing signs, or of
Subsection 150.03.E.5. Differing legend designs shall not be mixed in the same sign.
1. SPECIAL GUIDE SIGNS: Special guide signs are those expressway or freeway guide signs that
are designed with a message content Oegend) that applies to a particular roadway location. When
an existing special guide sign is in conflict with work to be performed, the Contractor shall remove
the conflicting sign and reset it in a new, non~nf1icting location which has been approved by the
Engineer.
2. INTERIM SPECIAL GUIDE SIGNS: When it is not possible to utilize existing signs, either in
place or relocated, the Contractor shall furnish, erect, maintain, modify, relocate, and remove new
interim special guide signs in accordance with the Plans or as directed by the Engineer.
3. INTERIM OVERHEAD GUIDE SIGN STRUCTURES: Interim. overhead special guide sign
structures are not required to be lighted unless specific":~y required by the Plans. If lighting is
required the sign shall be lighted as soon as erected and shall remain lighted, during the hours
of darkness, until the interim. sign is no longer required. The Contractor shall notify the Power
Company at least thirty (30) days prior to desiring connection to the power source.
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DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
4. The installation of new permanent special guide signs and the permanent modification or
resetting of existing special guide signs, when included in the contTact, shall be accomplished as
soon as practical to minimize the use of interim special guide signs. Iflighting is required by the
Plans, all new permanent overhead special guide signs shall be lighted as soon as erected.
5. Interim special guide signs that may be required in addition to, or a replacement for, existing
expressway and freeway (interstate) signs must be designed and fabricated in compliance with
the minimum requirements for guide signing contained in Part 2E "Guide Signs Expressways"
and Part 2F "Guide Signs Freeways" of the MUTeD, except that the minimum size of all letters
and numerals in the names of places, streets and highways on all signs shall be 16 inches Series
"E" initial upper-case and 12 inches lower-case. All interstate shields on these signs shall be 48
inches and 60 inches for two-numeral and three-numeral routes, respectively. Additionally, the
exit road name or route shield shall be placed on the exit gore sign.
F. MATERIALS - INTERIM SIGNS:
1. POSTS - Posts for all interim signs shall meet the requirements of Section 911 except that green
or silver paint may be used in lieu of galvanization for steel posts or structural shape posts. Wood
posts are not required to be pressure treated. .
2. SIGN BLANKS AND PANELS - All sign blanks and panels shall conform to Section 912 of the
Specifications except that blanks and panels may be ferrous based or other metal alloys. Type 1
and Type 2 sign blanks shall have a minimum thickness of 0.08 inches regardless of the sign type
used. Alternative sign blank materials (composites, poly carbonates, fiberglass reinforced plastics,
recycled plastics, etc.) shall have a letter of approval from the Office of Materials and Research
for use as interim construction signs before these materials are allowed to be incorporated into
the work. Signs shall be painted to prevent rust if other metals are used in lieu of aluminum.
Plywood blanks or panels will not be permitted.
G. All existing, interim and new permanent signs shall be installed so as to be completely visible for an
advance distance in compliance with the MUTCD. Limbs, brush, construction equipment and
materials shall be kept clear of the driver's line of sight to the signs.
H. Advance warning signs shall be placed ahead of construction in accordance with Part VI of the
MUTeD and shall include a series of at least three advance road construction (W20-1) signs placed
at the termini of the project. The series shall have the legend ROAD WORK (1500 FEET, 1000 FEET,
AND 500 FEET.) In addition to the above, multi-lane divided highways shall also have the legend
ROAD WORK (2 MILES, 1 MILE, AND 1/2 MILE.) On-ramps and at grade intersecting roadways
shall be signed with a minimum of one ROAD WORK AHEAD sign.
All construction warning signs shall have two 18 inch x 18 inch fluorescent red-orange or orange-red
warning flags mounted on each including the project construction signs (G20-1 and G20-2A.) Project
mileage indicated on the G20-1 sign shall be the actual project mileage rounded up to the nearest
whole mile. All constroction warning signs on divided highways shall be double indicated (i.e., on the
left and right sides of the roadway.)
I. The sequential or flashing arrow panels shall be placed on the shoulder at or near the point where
the lane closing transition begins. The panels shall be mounted on a vehicle, trailer, or other suitable
support. Vehicle mounted panels shall be provided with remote controls. Minimum mounting height
shall be seven feet above the roadway to the bottom of the panel, except on vehicle mounted panels
which should be as high as practical.
J. The portable changeable message sign, when specified, shall be placed ahead of construc:ion activities
and shall meet the requirements of Section 632 and the MUTCD.
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DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
K.. The flashing beacon assembly, when specified, shall be used in coIijunction with construction warning
signs, regulatory, or guide signs to inform traffic of special road conditions which require additional
driver attention. The flashing beacon assembly shall be installed in accordance with the requirements
of Section 647.
150.04 PAVEMENT MARKINGS
A Generally, full pattern pavement markings in accordance with Section 652 and in conformance with
Section 3A and 3B, except 3B-3 and 3B-5, of the MUTeD are required on all courses before the
roadway is opened to traffic. No passing zones shall be marked to conform to Section 150.04 E. During
construction and maintenance activities on all highways open to traffic, both existing markings and
markings applied under this Section shall be fully maintained until Final Acceptance. If the pavement
markings are, or become, unsatisfactory in the judgement of the Engineer due to wear, weathering,
or construction activities, they shall be restored immediately. On resurfacing projects pavement
markings shall be provided on all surfaces that are placed over existing markings. On widening and
reconstruction projects (where the lane configuration is altered from the pre-construction layout)
pavement markings will be as required by the Plans or the Engineer. On new construction projects
pavement marking plans will be provided.
B. MATERIALS: All traffic striping applied under this Section shall be a minimum four inches in width
and shall conform to the requirements of Section 652, except as modified herein. Raised pavement
markers (RPMs) shall meet the requirements of Section 654. Markings on the final surface course
which must be removed shall be a removable type. The Contractor will be permitted to use paint,
thermoplastic, or tape on pavement which is to be overlaid as part of the project, unless otherwise
directed by the Engineer. Partial (skip) reflectorization (i.e. reflectorizing only a portion of a stripe)
will not be allowed.
C. USAGE: The Contractor shall sequence the work in such a manner as to allow the installation of
markings in the final lane configuration at the earliest possible stage.
Inappropriate or conflicting existing pavement markings shall be removed.
When shifting of traffic necessitates removal of centerline, lane lines, or edge lines, all such lines shall
be removed prior to, during, or immediately after any change so as to present the least interference
with traffic.
Before any change in traffic lane(s) alignment, marking removal equipment shall be present on the
project for immediate use. If marking removal equipment failures occur, the equipment shall be
repaired or replaced (including leasing equipment if necessary), so that the removal can be
accomplished without delay.
Except for the final surface, markings on asphaltic concrete may be obliterated by an overlay course,
when approved by the Engineer. When an asphaltic concrete overlay is placed for the sole purpose
of eliminating conflicting markings and the in place asphaltic concrete section will allow, said overlay
will be eligible for payment only if designated in the Plans. Overlays to obliterate lines will be paid
for only once and further traffic shifts in the same area' shall be accomplished with removable
markings. Only the minimum asphaltic concrete thickness required to cover lines (generally 60 IbJsq.
yd. of Asphaltic Concrete "H") will be allowed. Excessive build-up will not be permitted. When an
overlay for the sole purpose of eliminating conflicting markings is not allowed, the markings no longer
applicable shall be removed in accordance with Subsection 656.02. The elimination of conflicting
pavement markings by overpainting with paint or liquid asphalt is not acceptable.
D. Raised pavement markers (RPMs) are required as listed below for all asphaltic concrete pavements
before the roadway is open to traffic. When Portland Cement Concrete is an intermediate or final
surface and is open to traffic, one calendar day is allowed for cleaning and drying before the
installation of RPMs is required.
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DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
1. On Interstate and limited access highways under construction, excluding projects consisting
primarily of asphalt resurfacing items, retro-reflective raised pavement markers (RPMs) shall be
placed and/or maintained on intermediate pavement surfaces opened to traffic as follows:
a. SUPPLEMENTING LANE LINES:
80 foot centers on skip lines with curvature less than three degrees. (Includes tangents.)
40 foot centers on solid lines and all lines with curvature between three degrees and six
degrees.
20 foot centers on curves over six degrees.
20 foot centers on lane transitions or shifts.
b. SUPPLEMENTING RAMP GORE LINES:
20 foo~ centers, two each, placed side by side.
c. OTHER LINES:
As shown on the plans or directed by the Engineer.
2. On other highways under construction RPMs shall be used and/or maintained on intermediate
pavement surfaces as follows:
a. SUPPLEMENTING LANE LINES AND SOLID LINES:
40 foot centers except on lane shifts. (When required in the Plans or Contract.)
20 foot centers on lane shifts. (Required in all cases.)
b. SUPPLEMENTING DOUBLE SOLID LINES:
40 foot centers (one each beside each line) except on lane shifts. (When required in the Plans
or Contract.)
20 foot centers on lane shifts. (Required in all cases.)
RPMs are wallowed on right edge lines.
E. EXCEPrIONS FOR INTERIM MARKINGS: Some exceptions to the time of placement and pattern
of markings are permitted as noted below, however, full pattern pavement markings are required for
the completed project.
1. '!WO-LANE, '!WO-WAYROADWAYS
a. SKIP LINES: All interim skip (broken) stripe shall conform to Section 652 except that stripes
shall be at least four feet long with a maximum gap of 36 feet. On curves greater than six
degrees, a two-foot stripe with a maximum gap of 18 feet shall be used. In lane shift areas
skip lines will not be allowed. Solid Lines will be required. Interim skip lines will be
p~rmitted for a period not to exceed 14 calendar days. Interim skip lines must be replaced
with markings in full compliance with Section 652 prior to expiration of the 14 calendar day
period.
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DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
Interim raised pavement markers may be substituted for the interim skip (broken) stripes.
If raised pavement markers are substituted for the four foot interim skip stripe, four markers
spaced at equal intervals over a four feet distance will be required. No separate payment will
be made if the interim raised pavement markers are substituted for interim skip lines.
Interim raised pavement markers shall be retro-reflective, shall be the same color as the
pavement markers for which they are substituted, and shall be visible during daytime.
The type of interim marker and method of attachment to the pavement must be approved by
the Office of Materials and Research but in no case will the markers be attached by the use
of nails.
The interim raised pavement markers must be maintained until the full pattern pavement
markings are applied. At the time full pattern pavement markings are applied the interim
raised markers shall be removed in a manner that will not interfere with application of the
full pattern pavement markings.
b. NO PASSING BARRIER: On two-lane, two-way roadways for periods not to exceed three
calendar days where skip centerlines are in place, no-passing zones may be identified by
using post or portable mounted DO NOT PASS regulatory signs (R4-1 24" x 30") at the
beginning and at intervals not to exceed 1/2 mile within each no-passing zone. A post or
portable mounted PASS WITH CARE regulatory sign (R4-124" x 30") shall be placed at the
end of each no-passing zone. Post mounted signs shall be placed in accordance with the
MUTCD. Portable signs must have a minimum vertical height of three feet above the
pavement surface to the bottom of the sign and be secured in such a manner as to not be
easily blown over or misaligned.
c. EDGELINES:
(1) Bituminous Surface Treatment Paving: Edge1ines will not be required on intermediate
surfaces (including asphaltic concrete leveling for bituminous surface treatment paving) that
are in use for a period of less than 60 calendar days except at bridge approaches, on lane
transitiO:1S, lane shifts, and in such other areas as determined by the Engineer. On the final
surface, edgelines must be placed within 30 calendar days of the time that the final surface
was placed.
(2) All Other Types of Pavement: Edgelines will not be required on intermediate surfaces that
are in use for a period of less than 30 calendar days except at bridge approaches, on lane
transitions, lane shifts, and in such other areas as determined by the Engineer. On the final
surface, edgelines must be placed within 14 calendar days of the time that the surface was
placed.
d. MISCELLANEOUS PAVEMENT MARKINGS: School zones, railroads, stopbars, symbols,
words and other similar markings shall be placed on final surfaces conforming to Section 652
within 14 calendar days of completion of the final surface. On intermediate surfaces these
markings will generally not be required unless specified by the Engineer because of special
conditions or when the intermediate surface will be in use for more than 45 calendar days.
2. MULTI-LANE HIGHWAYS - WITH NO PAVED SHOULDER(S) OR PAVED SHOULDER(S)
FOUR FEET OR LESS
a. UNDIVIDED HIGHWAYS (INCLUDES PAVED CENTER TURN LANE)
(1) Center1ines and No-Passing Barrier - Full pattern centerlines and no-passing barriers
shall be restored before nightfall.
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DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
(2) Lane1ines - Interim skip (broken) stripe as described in Subsection 150.04.E.1.a. may be
used for periods not to exceed three calendar days.
(3) Edgelines - Edgelines shall be placed on intermediate and final surfaces within three
calendar days of obliteration.
b. DIVIDED ffiGHWAYS (GRASS OR RAISED MEDIAN)
(1) Lanelines - Full pattern skip stripe shall be restored before nightfall.
(2) CenterlinelEdgeline - Solid lines shall be placed on intermediate and final surfaces within
three calendar days of obliteration.
c. Miscellaneous Pavement Markings Same as Subsection 150.04.E.1.d.
3. LIMITED ACCESS ROADWAYS AND ROADWAYS WITH PAVED SHOULDERS GREATER
THAN FOUR FEET
a. Same as Subsection 150.04.E.2. except as noted m (b) below.
b. EDGELlNES-
(1) Asphaltic Concrete Pavement - Edgelines shall be placed on intermediate and final
surfaces prior to opening to traffic.
(2) Portland Cement Concrete Pavement - Edgelines shall be placed on any surface open to
traffic no later than one calendar day after work is completed on a section of roadway. All
water and residue shall be removed prior to daily striping.
F. APPLICATION OF PAVEMENT MARKINGS: The Contractor shall furnish layout, clean as
necessary, and preline the surface for the placement of pavement markings applied under this
Section. All existing marking tape on final surfaces shall be removed prior to placement of final
markings.
Pavement markings shall re-establish No-PaSsing Zones in the locations and configuration that
existed prior to construction. Existing No-Passing Zones shall be clearly identified as to location prior
to construction by staking or erection of DO NOT PASS and PASS WITH CARE signs. On new
location projects and on projects where either horizontal or vertical alignments have been modified,
the location of No-Passing Zones will be identified by the Engineer.
G. MOBILE OPERATIONS: When pavement markings (centerlines, lane lines, and edge lines) are
applied in a continuous operation by moving vehicles and equipment, the following minimum
equipment and warning devices shall be required in addition to the requirements of the MUTCD:
1. A lead vehicle is required for two-way traffic conditions and shall have an approved sequential
or flashing arrow panel mounted so as to be easily visible to oncoming traffic. A lead vehicle is not
required for low volume off-system routes and one-way traffic applications.
2. The work vehicle applying markings shall have a sequential or flashing arrow panel mounted on
the rear. If the work vehicle is also functioning as the lead vehicle then an approved arrow panel
shall be mounted so as to be easily visible to oncoming traffic. The work vehicle shall follow
directly behind the lead vehicle.
3. The work vehicle placing cones shall follow directly behind the work vehicle applying the
markings. The cone work vehicle shall have a sequential or flashing arrow panel mounted on the
rear.
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DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
4. For multi-lane roadways a protection vehicle shall follow the above vehicles and the protection
vehicle shall also display a prominent sign With the legend PASS ON LEFr (RIGHT). On
interstate and limited access roadways, the protection vehicle shall be equipped with a truck
mounted attenuatDr (TMA) that is certified for impacts not less than 45 mph in accordance with
NCHRP 230.
5. All vehicles shall be equipped with the official slow moving vehicle symbol sign and left and right-
side rear mounted flashing yellow lights.
150.05 CHANNELIZATION
A GENERAL: Channelization should clearly delineate the travel way through the work zone and alert
drivers and pedestrians to conditions created by work activities in or near the travelway.
Channelization shall be done in accordance with the plans and specifications, the MUTCD, and the
following requirements.
1. Types of Devices Permitted for Channelization in Construction Work Zones:
a. ' DRUMS:
(1) DESIGN: Drums shall meet the minimum requirement of the MUTCD and shall be
reflectorized as required in Subsection 150.01.C.
(2) APPLICATION: Drums shall be used as the required channelizing device to delineate the
full length of a lane closure, shift, or encroachment, except as modified by this Subsection.
(a) TRANSITION TAPERS AND LANE CLOSURES: Drums shall be used on all
transition tapers. The minimum length of the approach transition taper for a lane closure,
shift, or encroachment for highways with posted speed of 45 mph or greater shall be equal
to the lane width oflateral shift (Ft.) x the posted speed limit (Mph), (L = WS), but not
less than 150 feet. For multiple lane closures, only one lane may be closed per taper with
a minimum tangent length of 2L between tapers. The length of a closed lane, excluding
the transition taper, will be limited to two mile, unless otherwise approved or directed by
the Engineer. Dru.D1!i shall be placed the full length of the taper spaced at maximum
intervals in feet equal to the. numerical speed limit (EXAMPLE: 55 Mph Speed Limit =
55 feet maximum spacing).
For taper lengths on urban, residential or other streets where the posted speed is 40 mph
or less, the minimum length of the approach transition taper may be computed using the
formula L = WS2/60. Greater taper length shall be used when required for individual
situations. '
Drums with steady burning lights, for the length of the taper only, are required if the
condition exists into the night.
(b) LONGITUDINAL CHANNELIZATION: Drums shall be spaced as listed below for
various roadside work conditions except as modified by Subsection 150.06. Spacing shall
be used for situations meeting any of the conditions listed as follows:
(1) 50 FOOT SPACING MAXIMUM:
(a) For difference in elevation exceeding two inches.
(b) For healed sections no steeper than 4:1 as shown in Subsection 150.06, Detail
150-Eo.
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DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
(2) 100 FOOT SPACING MAXIMUM:
(a) For difference in elevation of two inches or less.
(b) Flush areas where equipment or workers are within ten feet of the travel lane.
(3) 200 FOOT SPACING MAXIMUM: Where equipment or workers are more than
ten feet from trave11ane. Lateral offset clearance to be four feet from the travel lane.
(a) For paved areas eight feet or greater in width that are paved flush with a
standard width travel lane.
(b) For disturbed shoulder areas not completed to typical section that are flush
to the trave11ane and considered a usable shoulder.
When the appropriate signs are posted advising of conditions such as soft or low
shoulder, drums may be removed after shoulders are completed to typical section
and grassed and after guardrail or other safety devices have been installed.
b. VERTICAL PANELS:
(1) DESIGN: All vertical panels shall have a minimum of270 square inches ofretro-reflective
area facing the traffic and shall meet the requirements of the MUTCD.
(2) APPLICATION: Lane encroachment by the drum on the travelway should permit a
remaining lane width often feet. When encroachment reduces the travelway to less than ten
feet, vertical panels shall be used to restore the travelway to ten feet or greater. No other
application of vertical panels will be permitted.
c. CONES:
(1) DESIGN: All cones shall be a minimum of28 inches in height regardless of application and
shall meet the requirement of the MUTCD.
(2) APPLICATION: For longitudinal channelizing only, cones will be permitted for daylight
closures or minor shifts. (Drums are required for all tapers.) The use of cones for nighttime
work will not be permitted.
d. BARRICADES:
(1) DESIGN: The use of Type I and Type II barricades will not be permitted. Type III
barricades shall meet the minimum requirements of the MUTeD and shall be reflectorized
as required in Subsection 150.01.C.
(2) APPLICATION: Type III barricades shall be placed as required by the plans~ the
Standards, and as directed by the Engineer.
e. WARNING LIGHTS:
(1) DESIGN: AIl warning lights shall meet the requirements of the MUTCD.
(2) APPLICATION:
(a) Type A low-intensity flashing lights shall be used as shown in the Plans, the
Standards, and as directed by the Engineer. F1ashing lights are not required for advance
warning signs in Subsection 150.03.H. '
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DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
(b) Type C Steady-Burn lights shall be used on all tapers when the condition exiBU into
the night. Steady-bum ligh~ shall also be used as shown in the Plans, the Standards, and
as directed by the Engineer.
f. PORTABLE BARRIERS:
(1) DESIGN: Portable Barriers shall meet the requirements of Section 622 - PRECAST
CONCRETE BARRIER.
(2) APPLICATION: Portable Barriers shall be placed as required by the plans. standards, and
as directed by the Engineer. When Portable Barrier is located 20 feet or less from a travel
lane, yellow reflectors shall be fixed to the top of the barrier at intervals not greater than 50
feet and shall be mounted approximately two inches above the barrier. The reflectors shall
be either 10" x 10" square Type V (or equal) reflective sheeting mounted on flat-sheet panels,
or 8" diameter center-mounted sealed prismatic reflex reflectors housed in an aluminum
backing with a single grommeted hole.
Approach end of Portable Barrier shall be flared or protected by an impact attenuator (crash
cushion) or other approved treatment in' accordance with Georgia Standard 4960,
Construction Details and Standard Specifications.
On interstate or other controlled access highways where lane shifts or crossovers cause
opposing traffic to be separated by less than 40 ft., precast concrete barrier shall be used as
a separator.
B. TEMPORARY SAND LOADED ATTENUATOR MODULES
1. DESCRIPI'ION: This work consis~ of the furnishing, installation, maintenance, relocation, reuse
as required, and removal of Temporary Sand' Loaded Attenuator Modules for traffic impact
attenuators.
2. MATERIAlS: Materials used in the Attenuator shall meet the requirements of Subsection 648.02
for Type 2..Sand Loaded Modules - Cylindrical Drums or Type 2-A Sand Loaded Modules _
Stabilizer Drums with Wine Glass shaped Inner Containers.
3. CONSTRUCTION: Temporary Sand Loaded Attenuator Module installation shall conform to the
requirements of Subsection 648.03, Manufacturer's recommendations, and Georgia Standard
4960 and shall be installed at locations designated by the Engineer.
C. PORTABLE IMPACT ATrENUATORS:
1. DESCRIPTION: This work consists of the furnishing (including spare parts), installation,
maintenance, relocation, reuse as required, and removal of Portable ImpactAttenuators.
2. MATERIALS: Materials used in the Attenuator shall meet the requirements of Section 650 for
Type A Portable Impact Attenuators.
3. CONSTRUCTION: Portable Impact Attenuator installation shall conform to the requirements of
Subsection 650.03, Manufacturer's recommendations, and Georgia Standard 4960 and shall be
installed at locations designated by the Engineer, and/or shown on the plans.
D. TEMPORARY GUARDRAIL ANCHORAGE - Type 11:
1. DESCRIPTION: This work consists of the furnishing, installation, maintenance and removal of
Temporary Guardrail Anchorage - Type 11 used for Portable Barrier or temporary guardrail end
treatment.
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DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
2. MATERIALS: Materials used in the Temporary Guardrail Anchorage - Type 11 shall meet the
requirements of Subsection 641.02 of the Standard Specifications and current Georgia Standards
and may be new or used. Materials salvaged from the Project which meet the requirements of
Standards may be utilized if available. The use of any salvaged materials will require prior
approval of the Engineer.
3. CONSTRUCTION: Installation of the Temporary Guardrail Anchorage - Type 11 shall conform
to the requirements of the Plans, current Georgia Standards and Subsection 641.03 of the
Standard Specifications. Installation shall also include sufficient additional guardrail and
appurtenances to effect the transition and connection to Temporary Concrete Barrier as required
by the details in Georgia Standard 4960.
150.06 EXCAVATION ADJACENT TO A TRAVEL LANE: Construction work involving, trenching acijacent
to a travelway shall not begin until the Contractor is able to continuously place the required typical
section to within two inches of the existing pavement elevation, or heal the remaining difference in
elevation to the traveled way as shown in Detail 150-E.
Channelization devices and placement during the construction period shall conform to the requirements
of Subsection 150:05 and Details 150-B, 150-C, 150-D, and 150-E shown hereiD..
In addition to the signs specified in Section 150 and the MUTCD, a W-20 sign with the legend "(LEFT)
(RIGHT) LANE NARROWS" with two flags shall be kept just off the paving edge and 500 feet upstream
of the point where channelization devices are erected on the paving edge.
A STONE BASES, SOIL AGGREGATE BASES, AND SOIL BASES: Drop-offs in elevation of more' than
two inches between surfaces carrying, or adjacent to, traffic will not be allowed for more than 24
hours. However, where the Contractor has demonstrated the ability to continuously excavate and
backfill in a proficient manner, a single length of excavated area not to exceed 1000 feet may be left
open as a start up area for periods not to exceed 48 hours.
B. ASPHALT BASES/BINDERS: Drop-offs in elevation of more than two inches between surfaces
carrying or adjacent to traffic will not be allowed for more than 48 hours.
C. PORTLAND CEMENT CONCRETE AND CEMENT STABILIZED BASES: Construction work
adjacent to the traveled way which involves these types of bases shall be healed within 48 hours after
the curing period is complete for each section placed. During the placement period, traffic control
devices will be in accordance with Subsection 150.05 and Detail 150-B.
D. MISCELLANEOUS EXCAVATIONS OR DROP-OFFS ADJACENT TO TRA VELWAY: Work such as
drainage structures, utility facilities, or any other work which results in a drop-off adjacent to the
travelway shall be performed expeditiously so as to minimize the exposure to the hazard. As soon as
practical, the excavation shall be backfilled to the minimum requirements of Detail 150-E. In no case
will the drop-offbe allowed to exist more than five calendar days. This may require stage construction,
such as plating and backfilling the incomplete work.
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DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
c
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NOTE. Drums reQUired for this
locatlon,apaced at 50 F'T. Intervals.
If the traveled way wIdth
rs reduced to less than
10 feet by the use of drums.
vertical panels snail be used
In lIeu of drums.
Location of drums when
drop-off exceeds 4 Inctles.
-- --- - -- - -~...
----~~---~---~
t NEW CONSTRUCTION +
TRAVEL LANE
~
DROP-OFF GREATER THAN 4 ~CHES
DET AIL 150-B
Oryms spaced at
SO feet Intervals.
Location of drums when
drop-off Is 2+ Inctles to
4 Inches.
--:'~------\t .
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t
NEW CONSTRUCTION
+
TRAVEL,LANE
~
DROP-OFF OF 2+ INCHES TO 4 INCHES
DET AIL 150-C
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DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
Drums sC)aced at
100 feet Interyala.
Location of drums when
draC)-aff fa 2 Inches or less.
~f~':~______~_
-----------\
+
TRAVEL LANE
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t
NEW CONSTRUCTION
Compacted or oded
aooreoate.aubbase
materIal or dIrt.
NO STEEPER THAN 4:1
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DROP-OFF OF 2 INCHES OR LESS
DETAIL 150-0
Location of drums ImmedIately
after completIon of healed section.
spaced ot 50 ft.lnteryals.
TOP OF DRUM TO BE LEVEL
2 ft. +/-
----------\t
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+
TRAVEL LANE
l(
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NEW CONSTRUCTION
'tr---+
HEALED SECTION
DET AIL ISO-E
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DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
150.07 FLAGGING AND PilOT CARS:
A Flaggers shall be provided as required to handle traffic, as specified in the Plans or Special Provisions,
and as required by the Engineer.
B. All flaggers shall meet the requirements of the MUTCD and must have received training and a
certificate upon completion of the training from a Department approved training program. Failure
to provide certified flaggers as required above shall be reason for the Engineer suspending work
involving the flagger(s) until the Contractor provides the certified flagger(s).
C. Flaggers shall wear high-visibility clothing in compliance with the MUTCD and shall use a Stop/Slow
paddle meeting the requirements of the MUTCD for controlling traffic. The Stop/Slow paddles shall
have a shaft length of seven (7) feet minimum. In addition to the Stop/Slow paddle, a flagger may use
a 24 inches square red/orange flag as an additional device to attract attention. For night work, the
vest shall have reflectorized stripes on front and back.
D. Pilot vehicles shall be provided if specified in the Plans or Specifications and meet the requirements
of the MUTCD.
E. Signs for flagger traffic control shall be placed in advance of the flagging operation in accordance with
the MUTeD. In addition to the signs required by the MUTCD, signs at regular intervals, warning of
the presence of the flagger shall be placed beyond the point where traffic can reasonably be expected
to stop under the most severe conditions for that day's work.
150.08 ENFORCEMENT: The safe passage of pedestrians and traffic through and around the temporary
traffic control zone, while minimizing confusion and disruption to traffic flow, shall have priority over all
other Contractor activities. Continued failure of the Contractor to comply with the requirements of Section
150 (TRAFFIC CONTROL) will result in non-refundable deductions of monies from the Contract as shown
in this Subsection for non-performance of Work.
Failure of the Contractor to comply with this Specification shall be reason for the Engineer suspending
all other work on the Project, except erosion control and traffic control, taking corrective action as
specified in Subsection 105.15, and/or withholding payment of monies due the Contractor for any work
on the Project until traffic control deficiencies are corrected. These other actions shall be in addition to
the deductions for non-performance of traffic control.
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DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
SCHEDULE OF DEDUCTIONS FOR EACH CALENDAR DAY OF DEFICIENCIES OF
TRAFFIC CONTROL INSTALLATION AND/OR MAINTENANCE
ORIGINAL TOTAL CONTRACT AMOUNT
From More Than To and Includinr:! Dailv Chane
$0 $100,000 $100
100,000 1,000,000 250
1,000,000 5,000,000 500
5,000,000 20,000,000 750
20,000,000 40,000,000 1,000
40,000,000 - 1,500
150.09 MEASUREMENT:
A. TRAFFIC CONTROL: When listed as a pay item in the Proposal, payment will be made at the Lump
Sum price bid, which will include all traffic control not paid for separately, and will be paid as follows:
When the first Construction Report is submitted, a payment of25 (twenty-five) percent of the
Lump Sum price will be made. For each progress payment thereafter, the total of the Project
percent complete shown on the last pay statement plus 25 (twenty-five) percent will be paid Oess
previous payments), not to exceed one hundred (100) percent and subject to normal retainage.
When no payment item for Traffic Control-Lump Sum is shown in the Proposal, all of the
requirements of Section 150 and the Traffic Control Plan shall be in full force and effect. The cost of
complying with these requirements will not be paid for separately, but shall be included in the overall
bid submittal. ,- .
B. SIGNS: When shown as a pay item in the contract, interim special guide signs will be paid for as
listed below. All other regulatory, warning, and guide signs, as required by the Contract, will be paid
for under Traffic Control Lump Sum or included in the overall bid submitted.
1. Interim ground mounted or interim overhead special guide signs will be measured for payment
by the square foot. This payment shall be full compensation for furnishing the signs, including
supports as required, erecting, illuminating overhead signs, maintaining, removing, re-erecting,
and final removal from the Project. Payment will be made only one time regardless of the number
of moves required.
2. Remove and reset existing special guide sigDs, ground mount or overhead, complete, in place, will
be measured for pay:ttl.ent per each. Payment will be made only one time r,egardIess of the number
of moves required.
3. Modify special guide signs, ground mount or overhead, will be measured for payment by the
square foot. The area measured shall include only that portion of the sign modified. Payment shall
include materials, removal from posts or supports when necessary, and remounting as required.
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DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
C. PRECAST MEDIAN BARRIER: Precast Median Barrier will be measured as specified in Section 622.
D. CHANGEABLE MESSAGE SIGN, PORTABLE: Changeable Message Sign, Portable will be measured
as specified in Section 632.
E. TEMPORARY GUARDRAIL ANCHORAGE, Type 11: Temporazy Guardrail Anchorage. Type 11 will
be measured by each assembly, complete in place and accepted according to the details shown in the
plans, which shall also include the additional guardrail and appurtenances necessary for transition
and connection to Temporary Concrete Barner. Payment shall include all necessary materials,
equipment, labor, site preparation, maintenance and removal.
F. TRAFFIC SIGNAL INSTALLATION - TEMPORARY: Traffic Signal Installation - Temporary will be
measured as specified in Section 647.
G. FLASHING BEACON ASSEMBLY: Flashing Beacon Assemblies will be measured as specified in
Section 647.
H. TEMPORARY, SAND LOADED A'ITENUATOR MODULES: Each Sand Loaded Attenuator Module
of tile type specified includes all material components, hardware, incidentals, labor, site preparation'
and maintenance. Each module will be measured for payment by the drum only once regardless of the
number oflocations installed. Modules to replace those damaged or destroyed by traffic impact will
also be measured by the unit for payment. Upon completion of the project, the modules shall be
removed and retained by the Contractor.
1. PORTABLE IMPACT ATTENUATORS: Each Portable Impact Attenuator will be measured by the
unit which shall include all material components, hardware, incidentals, labor, site preparation, and
maintenance, including spare parts recommended by the manufacture for repairing minor accident
damage. Each unit will be measured only once regardless of the number of locations installed, moves
required, or number of repairs necessary because of traffic damage. Upon completion of the project,
the units shall be removed and retained by the Contractor.
J . PAVEMENT MARKINGS: Pavement markings will be measured as specified in Section 150.
150.10 PAYMENT:
When shown in the Schedule ofItems in the Proposal, the following items will be paid for separately.
Item No. 150. Traffic Control. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Lump Sum
Item No. 150. Traffic Control, Solid Traffic Stripe _ Inch, (Color) ............. per Linear Mile
Item No. 150. Traffic Control, Skip Traffic Stripe_ Inch, (Color) .............. per Linear Mile
Item No. 150. Traffic Control, Solid Traffic Stripe,
Thermoplastic Inch, (Color) ". "~' . . . . . . .. . . . . . . . . .. . . . per Linear Mile
Item No. 150. Traffic Control, Skip Traffic Stripe,
Thermoplastic Inch, (Color) ........................... per Linear Mile
Item No. 150. Traffic Control, Pavement Arrow with Raised Reflectors ................. per Each
Item No. 150. Traffic Control, Raised Pavement Markers - All Types. . . . . . . . . . . . . . . . . .. per Each
Item No. 150. Interim Ground Mounted Special Guide Signs. . . . . . . . . . . . . . . . . . .. per Square Foot
Item No. 150. Interim Overhead Special Guide Signs .......................... per Square Foot
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I Item No. 150.
Item No. 150.
I
Item No. 150.
I Item No. 150.
I Item No. 150.
Item No. 150.
I Item No. 150.
Item No. 150.
I Item No. 622.
Item No. 632.
I Item No. 641
I Item No. 647.
Item No. 647.
.1 Item No. 647.
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DEPARTMENT OF TRANSPORTATION
STATE' OF GEORGIA
Remove & Reset Existing Special Guide Signs,
Ground Mount, Complete in Place. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . .. per Each
Remove & Reset, Existing Special Guide Signs,
Overhead,Complete in Place ..................................... Per Each
Traffic Control, Temporary Sand Loaded Attenuator Modules ............ per Each
Traffic Control, Portable Impact Attenuator . . . . . . . . . . . . . . . . . . . . . . . . . . .. Per Each
Traffic Control, Pavement Markers, Words and Symbols ........... per Square Foot
Traffic Control, Pavement Arrow (Painted) With Raised Reflectors. . . . . . . .. per Each
Modify Special Guide Sign, Ground Mount. . . . . . . . . . . . . . . . . . . . . " per Square Foot
Modify Special Guide Sign, Overhead ............ . . . . . . . . . . . . . .. per Square Foot
Precast Concrete Median Barrier '. . . . . . . . . . . . . . '. . . . . . . . . . .. . . . . . . . per Lin~ar Foot
Changeable Message Sign, Portable ....'.............................. per Each
Temporary Guardrail Anchorage, Type 11 ............................. per Each
Traffic Signal Installation, Temp ................................... ~ Lump Sum
Flashing Beacon Assembly, Structure Mounted. . . . . .. . . . . . . . . . . . . . . . . " per Each
Flashing Beacon Assembly, Cable Supported. . ~ . . . . . . . . . . . . . . . . . . . . . . .. per Each
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DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
DATE: 04/14/99
PAGE: 1
SPECIAL PROVISIONS
I CONTRACT ID : C31653-99-MOO-0
INTERSECTION IMPROVEMENTS ON SR 56 AT OLD WAYESBORO RD IN
AUGUSTA.
Is~;~-c;~~------S;~Ci~-;~;;iSi;~S-~~SC~i;;i;~----------------------------------
-------------------------------------------------------------------------------
106-1-95-SP
07-1-95-SP
108-1-95-SP
'09-1-95-SP
52-1-95-SP
61-2-95-SP
iOO-2-95-SP
02-1-95-SP
20-1-95-SP
828-1-95-SP
198-0-00-SP
99-0-00-
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CONTROL OF MATERIALS
LEGAL REGULATIONS (ENVIRONMENTAL)COUNTY/CITY CONTRACTS
WAIVE PROGRESS SCHEDULE
PARTIAL PAYMENT (CITY/COUNTY CONTRACTS)
FIELD LABORATORY BUILDING
SOIL EROSION & SEDIMENTATION (COUNTY/CITY CONTRACTS)
ASPHALTIC CONCRETE (COUNTY CONTRACTS)
RECYCLED ASPHALTIC CONCRETE (COUNTY CONTRACTS)
~~~~ ~C~TJ;.C. CON<\RETE J'IIXTU1\:e~ ~~), \ \ "
.y=t"'i'1t\--..J },J.'f\- (~mo~ c.lhoCll,Tjed) CC1ll tli"J \C~.1 ~,
PLANS ( ) ,
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May 21, 1998
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
SPECIAL PROVISION
SECTION 106 - CONTROL OF MATERIALS
106.03 SAMPLES, TESTS, CITED SPECIFICATIONS: Delete the second paragraph In this
Subsection and substitute the following:
For work performed under Section 400, Hot Mix Asphaltic Concrete Construction, all materials shall be
inspected and tested by the Contractor before incorporation into the Work. All quality control samples
shall be taken and tested by the Contractor's designated quality control technician. Such tests shall be
performed at the Contractor's expense and in accordance with the methods of tests established by the
Department. Copies of all tests performed by the Contractor shall be furnished to the Engineer and will
become a part of the project records.
At the discretion of the Department, the Contractor's quality control tests may be used as acceptance tests.
The Department will maintain surveillance of the Contractor's Quality Assurance Acceptance Program and
shall take samples and conduct tests as necessary to verify correctness of the Contractor's quality control
tests and determine acceptability of materials and construction. The Contractor shall be responsible for
the quality of the construction and materials incorporated therein.
Materials and Research
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Revision: May 1, 1994
STATE OF GEORGIA
DEPARTMENT OF TRANSPROTATION
SPECIAL PROVISION
SECTION 107 - LEGAL REGULATIONS AND RESPONSmlLITY TO THE PUBLIC
DELETE SUB-SECTION 107.23 AS WRITTEN AND SUBSTITUTE THE FOLLOWING:
107.23 ENVIRONMENTAL CONSIDERATIONS: All environmental considerations
and clearances shall be the responsibility of the County or municipality to meet,
including the requirements of Section 404 of the Clean Water Act (33 USC 1344).
After July 1, 1991, State funded projects must comply with the requirements of Chapter
16 of Title 12 of the Official Code of Georgia Annotated, the Georgia Environmental
Policy Act (GEPA), of 1991. In compliance with GEPA, those projects for which
Federal funding is sought, and NEP A compliance is accomplished, are exempt from the
requirements of GEP A.
GEP A requires that environmental documentation be accomplished for County or City
projects if more than 50 percent of the total project cost is funded by a grant of a State
Agency or a grant of more than $250,000.00 is made by the State Agency to the
municipality or County. The "responsible official of the government agency shall
detennine if a proposed governmental action is a proposed governmental action which
may significantly adversely affect the quality of the environment".
A. THE FOLLOWING PROJECTS WOULD NOT SIGNIFICANTLY ADVERSELY AFFECT
THE QUALITY OF THE ENVIRONMENT:
Non-land disturbing activities and minor land disturbing activities which would not be
anticipated to significantly adversely affect the quality of the environment include the
following list. These types of projects funded with state money would not be subject to
environmental assessment of any kind. Hearing procedures outline in GEP A would not
be applicable.
1. Minor roadway and non-historic bridge projects.
a Modern;.7.ation of an existing highway by resurfacing, restoration, rehabilitation, adding
shoulders, widening a single lane or less in each direction and the addition of a median
within previously disturbed existing right-of-way.
1
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b. Adding auxiliary lanes for localized purposes (weaving, climbing, speed changes, etc.), and
correcting substandard curves and intersections within previously disturbed existing right-
of-way.
c. Non-historic bridge replacement projects in existing alignment with no detour bridge.
2. Lighting, signing, pavement marking, signalization, freeway surveillance and control systems,
and railroad protective devices.
3. Safety projects such as grooving, glared screen, safety barriers, energy attenuators, median
barriers, etc.
4. Highway landscaping and landscaping modification, rest area projects and truck weigh
stations within previously disturbed existing right-of-way.
5. Construction of bus shelters and bays within existing right-of-way.
6. Temporary replacement of a highway facility which is commenced immediately after the
occurrence of a natural disaster or catastrophic failure to restore the highway for the health,
welfare, and safety of the public.
B. THE FOLLOWING PROJECTS MAY NOT SIGNIFICANTLY ADVERSELY AFFECT
THE QUALITY OF THE ENVIRONMENT:
For projects which will cause land disturbance and for which there is no anticipation that
the project may significantly adversely affect the quality of the environment, certain
studies will be undertaken. These studies would serve to document whether or not the
County or municipality should anticipate that a project might significantly adversely
affect the quality of the environment. Documentation of the studies will be
accomplished through the use of the "GEP A Investigation Studies" checklist.
The types of projects, which would fall under the category, would include:
1. Bridge replacement projects on new location of with a detour bridge, where there are no
significant adverse impacts to historic or archaeological resources, no involvement with
Federally listed threatened and endangered species and no significant adverse impact to
wetlands.
2. Passing lanes, median additions and widening projects, where there are no significant adverse
impacts to historic or archaeological resources, no involvement with Federally listed
threatened and endangered species and no significant adverse impact to wetlands.
3. Safety and intersection improvements where there are no significant adverse impacts to
historic or archaeological resources, no involvement with Federally listed threatened and
endangered species and no significant adverse impact to wetlands.
4. Rest area projects and truck weigh stations with no purchase of additional right-of-way.
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5. New location projects where there are no significant adverse impacts to historic or
archaeological resources, no involvement with Federally listed threatened and endangered
species and no significant adverse impact to wetlands.
If studies demonstrate that the project will not significantly adversely affect the quality of the
environment, project files will be documented. If studies demonstrate that the project may
significantly adversely affect the quality of the environment, development of an
environmental effects report (EER) will be undertaken along with full GEP A compliance.
C. THE FOLLOWING PROJECTS MAY SIGNIFICANTLY ADVERSELY AFFECT THE
QUALITY OF THE ENVIROMENT:
This category of project may include major widening and new location projects. If such
projects result in a significant adverse effect, an EER shall be prepared.
D. EER PROCEDURE:
GEP A calls for consideration of the "cumulative effect of the proposed government
actions on the environment......if a series of proposed government actions are related
either geographically or as logical parts in a chain of contemplated actions". Therefore,
EER's for sections of roadways to be widened or built as new location facilities will
include all projects which are connected geographically or as logical parts in a chain of
contemplated actions.
1. During preparation of an environmental effect report, the County or Municipality will consult
with and solicit comments from agencies which have jurisdiction by law, special expertise, or
other interest with respect to environmental impacts.
2. In compliance with GEP A the following shall be contained in the EER, at a minimum:
a. Cover sheet;
b. Executive summary;
c. Alternatives, including the no-build;
d. Relevant environmental setting; Geology, soils, water supply and wetlands, floral
fauna, archaeologylhistory, economic environment, energy, cultural resources;
e. The environmental impact of the proposed action of the relevant setting and mitigation
measures proposed to avoid or minimize adverse impact;
f. Unavoidable adverse environmental effects;
g. Value of short-term uses of the environment and maintenance and enhancement of its
long-term value;
h. Beneficial aspects, both long term and short term and its economic advantages and
disadvantages;
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1. Comments of agencies which have jurisdiction by law, special expertise, or other
interest with respect to any environmental impact or resource;
3. At least 45 days prior to making a decision as to whether to proceed with the undertaking,
publish in the "legal organ of each County in which the proposed governmental action or any
part thereof is to occur, notice that an environmental effects report has been prepared".
4. The County or Municipality shall send a copy of the EER and all other comments to the
Director, EPD.
5. The County or municipality shall make the document available to the public and agencies,
upon request.
6. A public hearing will be held in each affected county if at least 100 residents of the State of
Georgia request one within 30 days of publication in the legal organ of an affected County.
The responsible official or his designee my hold a public hearing if less than 100 requests are
received. [The county or municipality is not relieved of other State legal requirements of
public hearings, however.]
7. Following the public notice period and/or public hearing, a summary of the document,
comments received and recommendation as to whether to proceed with the action as originally
prepared, to proceed with changes, or not to proceed will be prepared (Notice of Decision).
8. This decision document, when signed by the responsible official, will be sent to the Director,
EPD, and an abbreviated notice of the decision will be published in the legal organ of each
County in which the proposed governmental action or any part thereof is to occur.
9. A copy of the decision document, the EER and public hearing comments (if any) will be sent
to the DEPARTMENT OF TRANSPORTATION, OFFICE OF ENVIRONMENT AND
LOCATION- and the DEPARTMENT OF NATURAL RESOURCES, ENVIRONMENTAL
PROTECTION DMSION for their files.
DEPARTMENT OF TRANSPORTA TION
OFFICE OF ENVIRONMENT AND LOCATION
3993 A VIA TION CIRCLE
A TLANTA, GEORGIA 30336
DEPARTMENT OF NATURAL RESOURCES
ENVIRONMENTAL PROTECTION DIVISION
205 BUTLER STREET, SE
SUITE 1152
A TLANTA, GEORGIA 30334
Any mitigation measures identified in the EER will be incorporated into the final project
plans.
Office of State Aid
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DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
SPECIAL PROVISION
FIRST USE 1995 SPECIFICATIONS
JULY 1, 1995
Section 108 - Prosecution and Progress
For this project the progress schedule required by Subsection 108.03, need not be
submitted.
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August 7, 1995
DEPARTMENT OF TRANSPORTATION
STATE OF GEORIA
SUPPLEMENTAL SPECIFICATION
SECTION 109 - MEASUREMENT & PAYMENT (CITY/COUNTY CONTRACTS)
109.07 PARTIAL PAYMENTS: Retain as written except as follows:
A. GENERAL: Delete "At the end of each calendar month"-------and substitute "On the 10th
day of each calendar month-----".
Office of State Aid
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May 21, 1998
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
SPECIAL PROVISION
SECTION 152 - FIELD LABORATORY BUILDING
152.03 Plant Laboratory Building: Delete Items 3, 4, and 5 and substitute the following:
ITEM 3: 1 Each - Computer, ffiM or ffiM Compatible
540 Megabyte Hard Disk Drive (Minimum)
90 mm High Density Floppy Disk Drive
CD-ROM Drive (4X Minimum)
Windows 95 Operating System
Mouse
Modem 9600 Baud (Minimum)
1 Parallel and 2 Serial Ports
16 Megabyte Random Access Memory Expandable to at Least 32
Megabytes
VGA Monitor
- 486 Microprocessor Operating at 33 Megahertz (Minimum)
ITEM 4: 1 Each - Printer (Desk Jet HP Letter quality printer)
Materials and Research
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DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
SPECIAL PROVISION
FIRST USE 1995 SPECIFICATIONS
JULY 1, 1995
Section 161 - Control of Soil Erosion and Sedimentation
Retain as written and add the following:
It shall be the responsibility of the county or city to meet the requirements of Chapter 7 of
Title 12 of the Official Code of Georgia Annotated, the Erosion and Sedimentation Act of
1975, as currently amended.
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March 4, 1999
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
SPECIAL PROVISION
(For "Off-System" Contracts Only)
SECTION 400-HOT MIX ASPHALTIC CONCRETE CONSTRUCTION
400.02 MATERIALS: Delete Items H. and J. and substitute the following:
H. Bituminous Tack Coat:
Asphalt Cement Grade PG 58-22, PG 64-22, PG 67-22
820.01
400.0S.C.4: LEVELING COURSE: Delete second paragraph and substitute the following:
Mixtures for leveling courses shall meet the requirements of the approved Job Mix Formula as defIned in
Subsection 400.06 and all appropriate requirements of Section 828 and will be subject to Acceptance as
stated in Subsection 400.07.A.
TABLE 400.0S.C.4.a PATCHING AND LEVELING: Delete and substitute the following:
Thickness
Up to 20 mm
Rate of Spread
Up to 46 kg/m 2
Tvpe of Mix
4.75 mm mix,
or 9.5 mm Superpave (Level A)
9.5 mm Superpave (Level A)
12.5 mm Superpave*
19 mm Superpave*
25 mm Superpave
20 mm to 40 nun
40 mm to 50 mm
50 mm to 75 mm
Over 75 mm
46 kglm 2 to 90 kglm 2
90 kglm 2 to 120 kg/m:2
--120 kg/m 2 to 180 kg/m 2
Over 180 kglm 2
* These mixtures may be used for isolated patches no more than 6 inches deep and
no more than 4 feet in diameter or length.
TABLE 400.0S.D.l TIDCKNESS OF LAYERS: Delete and substitute the following:
Minimum Maximum
Layer Layer
Mix Type Thickness Thickness
25 mm Superpave 75 mm 125 nun*
19 mm Superpave 44 nun 75 nun*
12.5 mm Superpave 35 mm 62 nun* 200 nun
9.5 mm Superpave (Level A) 19 mm (43 kglm2) 40 nun 75 nun
9.5 mm Superpave (Level B, C, or D) 22 mm (46 kg/m2) 44 nun 100 mm
4.75 nun Mix 19 mm (43 kglm2) 30 nun 50 nun
* On trench widening, which is defined as widening no more than 1.2 meters in width,
allow up to 150mm per lift. .
Maximum
Total
Thickness
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400.0S.D.3. ROLLING OPERATION: Delete the last sentence and add the following:
Pneumatic-Tired rollers shall be used in conjunction with breakdown rollers on all surface and subsurface
courses except that pneumatic-tired rollers may be excluded at the discretion of the Engineer when
polymer modified asphalt is used in the Asphaltic Concrete mixtures or when there is excessive "pickup"
or tracking from the tires.
400.0S.E. CONTINUITY OF OPERATIONS: Delete and substitute the following:
Plant production, transportation, and paving operations shall be so coordinated that a uniform continuity of
operation is maintained. If spreading operations are interrupted, the Engineer may require that a transverse
joint be constructed any time the mixture immediately behind the paver screed cools to less than 1200 C.
400.0S.F. CONSTRUCTION OF CONTROL STRIPS AND DETERMINATION OF
TARGET DENSITY: : Delete and substitute the following:
Construction of control strips will not be required and 96% of Laboratory Density shall be used to control
compaction or if job conditions warrant, the Engineer may establish a maximum practical density.
For Asphaltic Concrete with a plan spread rate of 70 kglm2 or less, density tests will not be required. These
courses shall be compacted as follows:
1. COMPACTION EQUIPMENT: The compaction equipment must be in good mechanical
condition and capable of compacting the mixture. The number, type, size, operation, and
condition of the compaction equipment shall be subject to the approval of the Engineer. A
minimum of the following equipment shall be required:
a. One steel wheel breakdown roller weighing at least 9 Mg or vibratory roller operating at a low
amplitude ~d at a minimum frequency of47 Hz.
b. One rubber tire roller weighing at least 7 Mg or exerting at least 550 kPa contact pressure.
c. One steel wheel finishing roller weighing at least 7 Mg or vibratory roller operating in static
mode.
2. ROLLING OPERATION: Rolling shall be started as close behind the spreader as possible
without excessive distortion of the mix and shall be continued until roller marks are no longer
visible. A minimum rolling pattern shall consist of 2 coverages with the breakdown roller, 6
coverages with the Pneumatic-Tired roller, and 2 coverages with the steel wheel finish roller.
400.0S.G.: MIXTURE NOT REQIDRING CONTROL STRIPS: Delete this Subsection.
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400.06.A.8. Delete and substitute the following:
The results of a design study providing the necessary information to conform to the appropriate
requirements of Section 828. The Contractor shall be responsible for all asphaltic concrete mix
designs. A period of two weeks from the date batched materials are received shall be allowed for mix
design verification by the Office of Materials and Research.
All proposed Job Mix Formulas shall be submitted for approval at least two weeks prior to beginning
mixing operations. No Hot Mix Asphaltic Concrete work shall be started nor shall any mixture be
accepted until the Engineer has approved a Job Mix Formula for the mixture to be used.
400~07. ACCEPTANCE PLANS: Delete all references to pay adjustments and pay factors. In addition,
delete 400.07.A, Gradation and Asphalt Cement Content, and substitute the following:
A. CONTRACTOR ACCREDIT A TION OF MATERIALS SAMPLING AND TESTING OF
ASPHALTIC CONCRETE: Asphaltic Concrete Mixture shall be randomly sampled and tested by the
Contractor or Contractor's Representative. In addition, these tests results may be used for Acceptance on
a Lot basis. Failure to comply with the requirements listed herein may subject the plant facility to removal
from the List of Approved Hot Mix Asphaltic Concrete Plants (QPL-45).
A Lot shall consist of the number of megagrams of Asphaltic Concrete produced and placed each
production day; however, if this production is less than 500 megagrams, or its square meter equivalent, it
may be incorporated in the next working day's production. In the event the final day's production is
insufficient to constitute a Lot, it may be included in the Lot for the previous day's run, or at the discretion
of the Engineer, may be treated as a separate Lot with a corresponding lower number of tests.
1. QUALITY CONTROL PROGRAM: This Quality Control Program allows the Department to
accept the Contractor's quality control tests as Acceptance Tests for Asphaltic Concrete
mixtures. The_ Contractor's Quality Control Program as established in S.O.P. 27, "Quality
Assurance for Hot Mix Asphaltic Concrete Plants in Georgia," shall include, but not be limited
to:
a. The assignment of all quality control responsibilities to specifically named individuals who
have been duly certified by the Office of Materials and Research.
b. Provisions for prompt implementation of control and corrective measures.
c. Provisions for liaison with the Project Manager, Bituminous Construction Engineer and
Testing Management Operationss Supervisor at all times. The Contractor shall provide at
least one day's notice prior to beginning production, or prior to resuming production if
operations have been temporarily suspended.
d. Provisions for reporting daily through Office of Materials and Research computer Bulletin
,Board Service (BBS) the test results for extractions, lime checks, and stripping tests.
Other tests, checks, calibrations, etc. will be reported on a form developed by the
Contractor olIld shall become a part of the project records.
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The Quality Control Program shall be submitted to the Office of Materials and Research for
initial approval. Thereafter, the Quality Control Program shall be included as part of the
certification in the semiannual Plant Inspection Report.
2. CERTIFICATION REQUIREMENTS: The Office of Materials and Research will certify the
Contractor's Laboratory and testing equipment to assure that the equipment to be used is
accurate and meets Departmental testing standards. Laboratories which participate in and
maintain AASHTO Accreditation for testing Asphaltic Concrete Mixtures will be acceptable
for certification by the Department provided other contract requirements are met.
The designated Quality Control personnel must be certified by the Office of Materials and
Research prior to commencement of work. There are two certification Levels for Quality
Control Technicians. To become a certified Level 1- Quality Control Technician (QCT), such
persons must be able to demonstrate that they are competent in performing the process control
and acceptance tests and procedures related to Hot Mix Asphaltic Concrete production. The
Level 2-QCT shall, in addition to Level 1 requirements, be capable of and responsible for
making process control adjustments.
Technician certification shall be valid for a period of 3 years from the date established on the
Technician's Certificate unless revoked or suspended. Technicians may become recertified
through special training and testing provided by the Office of Materials and Research. The
technician may become recertified up to 6 months before the expiration date of the current
certification.
3. QUALITY CONTROL MANAGEMENT: The Contractor shall designate at least one
Level 2-QCT as manager of the quality control operations within the Contractor's organization.
The Quality Control Manager shall be accountable for actions of other Level 2-QCT and/or
Level 1-QCT personnel. The Quality Control Manager shall verify that all applicable test
procedures aI1d Standard Operating Procedures are adhered to and that all reports, charts, and
other documentation are completed as required. Quality Control Managers who do not insure that
specification requirements, sampling and testing frequencies and requirements, and Standard
Operating Procedures are adhered to may have their certification withdrawn. The Engineer shall
be notified in writing of any change in Quality Control personnel.
The Contractor shall have at least one designated QCT person at the plant at all times when
daily total weight for all mix types is to be greater than 250 megagrams. If daily production for
all mix types of the plant is 250 megagrams or less, the QCT may be responsible for
conducting tests at up to two plants, subject to random number selection. In addition, the
Contractor is required to have available, either at the plant site or within immediate contact by
phone or radio, a Level 2-QCT person responsible for making prompt process control
adjustments as necessary to correct the mix.
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4. SAMPLING, TESTING AND INSPECTION REQUIREMENTS: Mixtures shall be randomly
sampled according to GDT -73 (Method C) and tested by the QCT on a Lot basis at a minimum
frequency of one test per 500 megagrams. A copy of the computer generated random sampling
data shall be maintained as a part of the project records. The Contractor's QCT shall perform
all Sampling and Inspection duties in accordance with GSP-21. All sample containers,
extractants, forms, diaries and other supplies shall be furnished by the Contractor and are
subject to approval of the Engineer.
The Contractor's QCT shall perform extraction or ignition (GDT-83 or GDT-125), or digital
print-out for asphalt cement content, and gradation analysis (GDT-38) of samples of the
mixture produced each day and sampled in accordance with GSP-15.
The extracted aggregate shall be properly labeled, stored in a suitable container and secured in a
protected environment. If these samples are not procured by the Department within three working
days, they' may be discarded. If the ignition oven is used, a printout of sample weights shall
become a part of the project records.
The Contractor shall maintain a Process Control Flow chart for each sieve specified on the Job
Mix Formula and including the percent asphalt cement content. Such chart shall include a
graph plot of the deviations from the Job Mix Formula for each test as well as the allowable
range based on the Mixture Control Tolerances specified in Section 828.
If Acceptance test results are outside Mixture Control Tolerances specified in Section 828, the
QCT shall immediately notify the Testing Management Operations Supervisor of results. The
Level 2-QCT shall determine if a plant adjustment is needed and immediately run a Process
Control sample. If the Process Control sample is also out of Mixture Control Tolerances, an
immediate plant adjustment shall be required and additional Process Control samples shall be
taken as neces~ary to assure the corrective action taken was appropriate to control the mix.
If the Contractor QCT obtains 2 consecutive Acceptance samples out of the Mixture Control
Tolerances specified in Section 828, production will stop immediately. Mixture already in
storage which deviates no more than 10% in gradation and no more than 0.7% in asphalt
cement content from the Job Mix Formula may be transported to and placed on the project
subject to visual inspection and density and smoothness requirements. Any mixture remaining
in surge bins or silos shall be rejected and disposed of at the Contractor's expense if a sample
representative of the mixture deviates more than 10% in gradation or more than 0.7% in asphalt
cement content from the Job Mix Formula. A plant correction shall be made prior to resuming
production. Upon restarting production, no mixture shall be transported to the project before
test results of a Process Control sample from the mixture indicate that quality control of the
mixture has been restored by meeting Mixture Control Tolerances. Any mixture produced at
initial restarting that does not meet Mixture Control tolerances shall be rejected.
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The QCT shall measure the temperature of the mixture and record the results on the load ticket
each time a sample is taken. The respective load ticket shall also be signed by the QCT for each
load from which a sample or temperature check is taken.
When hydrated lime is to be included in the mixture, calibration of the lime system shall be
checked for accuracy a minimum of twice weekly during production and the results of these
calibration checks shall be posted at the plant for review. Additionally, records of materials
(Asphalt Cement, Aggregates, Hydrated Lime, etc.) invoices shall be made available upon
request.
5. COMPARATIVE AND QUALITY ASSURANCE PROGRAM: Periodic comparative testing
will be required of each QCT and will be coordinated by the Department to monitor
consistency of equipment and test procedures. In addition, the Department will take
independent samples to monitor the Contractor's Quality Control Program. For clarification,
Department samples taken from opposite quarters of material sampled by the Contractor are
defined as Comparison Samples. Other independent samples which are taken by the
Department from material produced during the same Lot are defined as Quality Assurance
samples. This Program is further defined as follows:
a. Comparison Sampling and Testing: During the quartering process of Hot Mix samples, the
opposite quarters from the test specimen shall be labeled by the QCT and retained for
Department comparison testing. In addition, the remaining material removed from the total
sample shall be labeled and retained for possible Referee testing. These samples shall be
stored in a suitable container and secured in a protected environment. If the Contractor's
Acceptance Test results are within Mixture Control tolerances and if the Department does
not procure these retained samples within three working days of the represented mix being
produced, these samples may be discarded.
The Depaf!.ment will test comparison samples on a random basis at a frequency deemed
necessary to assure that the Contractor's testing techniques are yielding accurate results.
Results of Department tests will be compared to the respective Contractor's Acceptance
tests. The maximum tolerance allowed for Comparison Samples as defined above shall be
as follows:
MAXIMUM DIFFERENCE
SIEVE SIZE
12.5 mm
9.5mm
4.75 mm
2.36 mm
75~
A.c.
SURFACE
3.5%
3.5%
2.5%
2.0%
0.4%
SUBSURFACE
4.0%
4.0%
3.5%
3.0%
2.0%
0.5%
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If Comparison tests are within these tolerances, production may continue and at the
discretion of the Engineer, the Contractor's tests can be used as the acceptance tests for the
affected Lot. If test results are not within these tolerances, the corresponding Referee
Samples shall be tested by another Departmental Technician and compared to the tolerance
for Comparison Samples as given above. If test Results of Referee Samples, when
compared to the respective QCT's sample, are within these tolerances, the Contractor's
tests can be used as Acceptance Tests for the effected Lot. If tests results are not within
these tolerances, the Contractor's Quality Control methods shall be reviewed by the Office
of Materials and Research and a thorough investigation will be made if deemed necessary.
b. Quality Assurance Sampling and Testing: The Department will take samples for the
purpose of monitoring the effectiveness of the Contractor's Quality Control Program.
These samples may be obtained from the same load as QCT samples were taken or other
loads at the plant or roadway, or samples obtained immediately behind the spreader and
prior to compaction. The samples will be tested and analyzed by the Departme~t in
accordance with standard procedures.
The Department shall randomly take and test a minimum of two Quality Assurance (QA)
samples from each five days or five Lots of production regardless of mix type or number of
projects to assure that the mixtu're is being adequately controlled and accurately sampled
and tested.
The maximum tolerance for QA samples as defined above, when compared to the Job Mix
Formula, shall be the same as the Mixture Control Tolerances as outlined in Section 828. If
test results are not within these tolerances, the Department may take another sample from
the respective mix. If tests results of the additional sample are within these tolerances,
production may continue. If test results of the additional sample are not within these
tolerances, production may continue but the Department will investigate by taking random
samples fmm throughout the Lot in accordance with Subsection 400.07.F. These samples
shall be used for Acceptance and the Contractor QCT test results for the respective Lot will
not be included in the Lot calculations.
Should the Engineer determine that Quality Control requirements are not being met or that
unsatisfactory results are being obtained, prompt corrective action shall be taken by the
Contractor. Failure to take prompt, effective action will be cause for the Engineer to
discontinue acceptance of the mix. If the Engineer detennines that any material is
unacceptable to leave in place, the material shall be removed and replaced at the Contractor's
expense. Any test results for materials not used in the Work shall not be included in the
calculations for Lot Acceptance.
If it is determined by the Department that the QCT has not followed procedures specified in
GSP-21 or has provided erroneous information, his or her certification may be withdrawn,
and the Contractor may be subject to punitive or legal action. Technicians who lose their
certification due to falsification of test data will not be eligible for recertification in the
future unless approved by the State Materials and Research Engineer. In-place material
represented by unacceptable tests will be evaluated by cores in accordance with Subsection
400.07.F. These core samples shall be used for acceptance.
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6. GRADATION AND ASPHALT CEMENT CONTENT: Quality Acceptance of the mixture
will be based upon the mean of the deviations from the Job Mix Formula of the specified
number of test results per Lot. This mean will be determined by averaging the actual numeric
value of the i!)dividual deviations from the Job Mix Formula, disregarding whether the
deviations are positive or negative amounts. The samples shall be taken randomly in
accordance with GDT -73. In the event that the designated random load is not sampled, or less
than the specified number of samples are taken, the Contractor shall take at least two
representative 150 mm cores from the roadway (to assure adequate sample size). These cores
shall be taken from the area where the appropriate random load was placed, or for each portion
of mix that was not sampled, and acceptance will be based on the mean of the deviations from
the Job Mix Formula of the total number of tests run.
For asphalt cement content only, on plants with digital recorders, digital printouts of liquid
asphalt cement weights may be substituted in lieu of an extraction. The asphalt cement content
shall be calculated from the ticket representing the mixture. tested for gradation. The asphalt
cement content calculated from each ticket will be considered a test.
The control sieves used in the Quality Acceptance for the various types of mix are as indicated
below:
TABLE 400.07.A
MIX TYPE
MIXTURE CONTROL
25 mm Superpave
12.5 mm, 2.36 mm Sieves and Asphalt Cement
19 mm Superpave,
12.5 mm Superpave,
9.5 mm, 2.36 mm Sieves and Asphalt Cement
9.5 mm Superpave,
4.75 mm, 2.36 mm Sieves and Asphalt Cement
4.75 mmMix
2.36 mm Sieve and Asphalt Cement
400.07B.: COMPACTION: Delete this Subsection and substitute the following:
The compaction of the mixture as determined by either GDT-39, or GDT-59, will be accepted in Lots as
defined in Subsection 4oo.07.A. and shall be within the same Lot boundaries as the mixture acceptance.
The mean density of the pavement placed within each Lot will be calculated by averaging the results of tests
run on randomly selected sites in that Lot. The random sites shall be selected using GDT-73.
400.07.C.: SURFACE TOLERANCE: Delete this Subsection and substitute the following:
All paving shall be subject to visual and straightedge inspection during construction operations and thereafter
prior to final acceptance. A 3 meter straightedge shall be retained in the vicinity of the paving operation at all
times for the purpose of me~uring surface irregularities on all courses. The straightedge and labor for its use
shall be provided by the contractor. The surface of base, intermediate, and surface courses shall be inspected
with the straightedge as necessary to detect irregularities.
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All irregularities in excess of 5 mm in 3 meters for base, intermediate, and surface courses shall be corrected.
Irregularities such as rippling, tearing, or pulling which in the judgment of the Engineer indicate a continuing
problem in equipment, mixture, or operating technique shall not be pennitted to recur and the paving
operation shall be stopped unless appropriate steps are taken by the contractor to correct the problem.
400.07.D.: MATERIALS PRODUCED AND PLACED DURING ADJUSTMENT PERIOD: Delete
this Subsection.
400.07.F REEVALUATION OF LOTS: Add the following to the first paragraph:
Re-evaluation of Lots and acceptance will be based on Department evaluations. All costs of these
evaluations shall be at the Contractor's expense.
Materials and Research
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March 4, 1999
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
SPECIAL PROVISION
SECTION 402 - HOT MIX RECYCLED ASPHALTIC CONCRETE
402.02.A. RAP MATERIAL: Delete the next to last paragraph and substitute the following:
RAP containing either local sand or alluvial gravel will not be allowed in mixtures used on interstate
, projects except for shoulder construction. When used in shoulder construction, the use of RAP containing
either local sand or alluvial gravel shall be limited such that the sand or gravel makes up no more than
20% of the total aggregate portion of the mix. When used in mainline and ramp construction of non-
interstate projects, the percentage of RAP containing alluvial gravel shall be limited such that the gravel
makes up no more than 5% of the total aggregate portion of the mix. The amount of local sand in the RAP
shall be considered when determining the local sand portion allowed in the total mix as specified in
Section 828.
Where Pay Items specify that Group IT only aggregate is to be used, RAP which consists primarily of
Group II aggregate, but contains some Group I aggregate, shall be limited such that the Group I aggregate
makes up no more than 5% of the total aggregate portion of the mix. When a Blend I mix is specified, any
Group I aggregate in the RAP shall be considered when determining the Group I portion allowed in the
total mix as specified in Section 828. The percentage of local sand, alluvial gravel, and Group I aggregate
in the RAP will be determined through petrographic analysis or available records.
402.02.C. RECYCLED MIXTURE: Delete and substitute the following:
The recycled mixture shall be a homogeneous mixture of RAP material, virgin aggregate and neat asphalt
cement. Further, the mixture shall be appropriately treated with an approved anti-stripping agent, either a heat
stable anti-stripping additive or hydrated lime. The agent chosen shall be at the Contractor's discretion except
where noted in the Pay Item Designation.
The mixture shall conform to an approved mixture design meeting the requirements outlined in Section 828.
Where hydrated lime is used, it shall be added at a rate of 1.0 percent of the virgin aggregate portion plus 0.5
percent of the aggregate in the RAP portion of the mixture. Where heat stable anti-strip additive is used, it
shall be added at a rate of 0.5 percent of the neat asphalt cement added to the mixture.
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402.05 PAYMENT: Add the following:
Item No. 402 Recycled Asphaltic Concrete Leveling, GrouP-Blend,
Including Bituminous Material......... ........ .................... ........ .................. per Megagram
Item No. 402 Recycled Asphaltic Concrete, ~ Mix, Group-Blend,
Including Bituminous Material.. ..................... ~.......... ........... .................. per Megagram
Item No. 402 Recycled Asphaltic Concrete, ~ Mix, GrouP-Blend,
Including Bituminous Material and Hydrated Lime... ................... .................. per Megagram
Item No. 402 Recycled Asphaltic Concrete, Im, Superpave, Group-Blend,
Including Bituminous Material ..................................................... ...... per Megagram
Item No. 402 Recycled Asphaltic Concrete, Im, Superpave, Group-Blend,
Including Bituminous Material and Hydrated Lime....................... ....... per Megagram
Item No. 402 Recycled Asphaltic Concrete, Im, Superpave, Group-Blend,
Including Polymer-Modified Bituminous Material
and Hydrated Lime ........................................................... ........................ per Megagram
Item No. 402 _ mm Recycled Asphaltic Concrete, ~ Mix,
Group-Blend, Including Bituminous Material.. ........................... .......... per Square Meter
Item No..402 _ mm Recycled Asphaltic Concrete,~, Superpave,
Group-Blend, Including Bituminous Material... ..................................... per Square Meter
Item No. 402 _ mm Recycled Asphaltic Concrete, Tvpe Mix,
Group-Blend, Including Bituminous Material
and Hydrated Lime....... ............................................................... ........... per Square Meter
Item No. 402 _ mm Recycled Asphaltic Concrete, Tvpe, Superpave,
GrouD~Blend, Including Bituminous Material
and Hydrated Lime....... .................................................................. .......... per Square Meter
Item No. 402 _ mm Recycled Asphaltic Concrete, ~, Superpave,
GrouP-Blend, Including Polymer-Modified Bituminous Material
and Hydrated Lime ................................................................................. :.... per Square Meter
Materials and Research
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May 21, 1998
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
SPECIAL PROVISION
SECTION 820 - ASPHALT CEMENT
Delete and substitute the following:
820.01 SUPERP AVE ASPHALT BINDER: This Section covers asphalt cements which have been
prepared from crude petroleum by suitable methods. The asphalt cements shall be homogenous, free from
water and shall not foam when heated to 1750 C. Blending of asphalt cements to produce a specified
performance grade shall result in a uniform, homogenous blend with no separation. The neat asphalt
cement proposed for use in Asphaltic Concrete shall meet the following requirements for PG 64-22 or PG
67-22 and be production materials ("straight-run")' that have not been "air-blown" to achieve the
performance grade (PG). PG 58-22 may be used as Bituminous Tack Coat or in Bituminous Surface
Treatment. Only Styrene-Butadiene-Styrene (SBS) or Styrene-Butadiene (SB) shall be added to the neat
asphalt cement, if needed, to produce a binder that complies with the following requirements for PG 76-
22.
1. Test Requirements
ORIGINAL
TEST AND METHOD TEST TEMPERATURE BINDER RESIDUE OF BINDER AFfER:
I PG PG PG PG RoIling Thin-Film Pressure Aging
58-22 - 64- 22 67-22 76-22 Oven AASHTO: TP5 AASHTO: PP-l
I Flash Point,
AASHTO: T -48 Min. 2300 C
Viscosity (a), 3Pa-S
AASHTO: TP-48 Max. 1350 C (3000CP)
I Mass Loss (%), Max.
AASHTO: T-240 (b) 0.5
Dynamic Shear, 580 C 640 C 670 C 760 C ~ 1.0 kPa ~ 2.2 kPa
I G*/sino, AASHTO: Phase $ 75 deg.
TP5. 10 RadlSec Angle
Dissipated Energy.
I Dynamic Shear. 250C $ 5000 kPa
G*sino, AASHTO:
TP5. 10 RadlSec
'I Creep Stiffness (c), S $ 300.000 kPa
60 sec. AASHTO TPl - 120 C m > 0.300
Direct Tension. 1.0
mm/min. AASHTO: - 120 C Report
'I TP3. Failure Strain
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820.01 (Continued)
(a) This requirement may be waived at the discretion of the Department if the supplier
warrants that the asphalt binder can be adequately pumped and mixed at temperatures that
meet all applicable safety standards.
(b) Heat loss by AASHTO: T -179 may be accepted in lieu of mass loss by AASHTO:
T-240.
(c) If the creep stiffness is below 300,000 kPa, the direct tension test is not required. If the
creep stiffness is ~ 300,000 kPa, the Direct Tension Failure Strain value shall be reported.
The m-value requirement shall be satisfied in either case.
If modification is required, the composite materials shall be thoroughly blended at the supply
facility prior to being loaded into the transport vehicle. All blending procedures, formulation, and
operations shall be approved by the Office of Materials and Research.
2. Certification: Certified test results of laboratory blends for proposed PG asphalts shall be
provided by a certified laboratory, approved by the Office of Materials and Research, for each
specification characteristic of the asphalt cement proposed for shipment. The certified results
shall be provided to the State Materials and Research Engineer in compliance with Standard
Operating Procedure (SOP)-4.
In the event there is reason to suspect a sample will be outside specification limits, the State
Materials and Research Engineer may interrupt the production until test results are known.
Materials and Research
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February 16, 1999
DEP ARTl\ffiNT OF TRANSPORTATION
STATE OF GEORGIA
SPECIAL PROVISION
SECTION 828 . HOT MIX ASPHALTIC CONCRETE MIXTURES
Delete and substitute the following:
828.01 DESCRIPTION: This specification covers the requirements that are applicable to all Hot Mix
Asphaltic Concrete Mixtures. Materials used in the preparation of these mixtures shall be approved by the
Engineer prior to incorporating in the Work. This work consists of producing and constructing one or
more courses of hot mix asphalt pavement. Superpave mixes shall be designed in accordance with the
Superpave System for Volumetric Design (AASHTO TP4 and AASHTO PP2) to meet test properties as
shown unless otherwise stated herein.
All mixtures are designated based on the Nominal Maximum Sieve Size as defined in Subsection 828.02
and shall conform to the following unless otherwise stated herein:
A. The Contract Pay Item will specify the aggregate group, or blend, where applicable. See
Subsection 828.04 for explanation of aggregate groups and blends.
B. The percent finer than 75~m will be' determined in accordance with GDT-2, Alternate A or B.
C. Mixture Control Tolerances are based on the results of individual tests and are for mix
uniformity control purposes only.
D. Group I or Group IT aggregate or a blend of both may be used for patching or leveling. Mixes for
patching and leveling are listed in Subsections 828.04 and 828.05.
E. Hydrated lime shall be included in all paving courses where noted. The lime shall be added at a
minimum rate of one percent of the total dry aggregate weight. In recycled mixtures, lime shall
be added at a minimum rate of one percent of the virgin aggregate portion plus a minimum of 0.5
percent of the aggregate in the Reclaimed Asphalt Pavement (RAP) portion of the mixture.
Additional lime, as well as an approved heat stable anti-stripping additive, which meets
requirements of Subsection 831.04, may be required in any particular mixture when necessary for
satisfaction of governing Specification requirements. No additional payment will be made by the
Department for any such required additional materials.
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828.01 (Continued)
F. On projects designated at Mix Design Level A, as designated in the project Plans or project
General Notes, the Asphalt Cement (AC) used in all mixtures may, at the Contractor's discretion,
include an approved heat stable anti-stripping additive, which meets requirements of Subsection
831.04, in lieu of hydrated lime unless noted otherwise. The addition rate will be a minimum of
0.5 percent of the AC portion. When a heat stable anti-stripping additive is used in these mixes
in lieu of hydrated lime, the minimum tensile splitting ratio will be OA for Asphaltic Concrete
4.75 mm mix and 0.6 for all other Asphaltic concrete mixtures.
G. Asphalt Cement used in production of asphaltic concrete mixtures shall meet the requirements of
Subsection 820.01. Asphalt Cement used in the production of these mixtures shall meet
requirements of Subsection 820.01. The AC used in all mixtures shall be PG 67-22 with the
following exceptions:
a. For projects designated at Mix Design Level A, as designated in the project Plans or project
General Notes, PG 64-22 may be used at the discretion of the Contractor.
b. For mixtures which utilize Reclaimed Asphalt Pavement (RAP), the AC grade to be used
will be determined by the Engineer.
c. AC meeting requirements of PG 76-22 shall be used in the top dense-graded surface course,
excluding shoulder construction, for projects or portions of a project designed at Level C or
D, as designated in the project Plans or project General Notes.
H. Local sand, not to exceed 20% of the total aggregate weight, may be used as an ingredient in all
Asphaltic Concr~te mixtures placed on the mainline and ramps of non-interstate routes designed
at Mix Design Level A. On non-interstate projects designed at Mix Design Level B, C, or D, as
designated in the project Plans or project General Notes, the use of local sand shall be limited to
Asphaltic Concrete 37.5 mm Superpave and 25 mm Superpave mixtures only and shall not
exceed 20% of the total aggregate weight. However, up to 20% local sand, based on the total
aggregate weight, may be allowed as an ingredient in all Asphaltic Concrete mixtures used for
shoulder construction unless specified otherwise.
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828.01 (Continued)
I. When allowed, local sand shall meet the following gradation requirements:
GRADING REQUIREMENTS
% Passin~ 12.5 mm Sieve 100
% Passin~ 9.5 mm Sieve 90-100
% Passin~ 4.75 mm Sieve 80-100
% Passin~ 2.36 mm Sieve 60-100
% Passin~ 300 /..lm Sieve 12- 70
% Passin~ 75 /..lm Sieve 2-15
The clay content of local sand shall be no more than 7%. Local sand shall also be free of clay lumps as
determined by AASHTO: T 112.
828.02 SUPERPA VE ASPHALTIC CONCRETE MIXTURES
A. Gradation Requirements:
Superpave utilizes the FHW A 0.45 Power gradation chart to define pennissible gradations. This
chart uses a unique graphing technique to judge the cumulative particle size distribution of a
blend. The ordinate (y axis) of the chart is percent passing, ranging from zero to one hundred
percent. The abscissa (x axis) is an arithmetic scale of sieve size opening in microns raised to the
0.45 power.
Superpave defines nominal maximum sieve size and maximum sieve size as follows:
Nominal Maximum Sieve Size: One standard sieve size larger than the first sieve to retain
more than ten percent (10.0%).
Maximum Sieve Size: One standard sieve size larger than the nominal maximum size.
The 0.45 power maximum density line is drawn from the origin to one hundred percent (100.0%)
passing the maximum sieve size. Gradation control limits are based upon the nominal maximum
size. There is also a "restricted zone," that is an area on either side of the maximum density line
generally starting at the 2.36 mm sieve and extending to the 0.30 mm (300 Jlm) sieve. It is
recommended that gradations be developed avoiding the restricted zone. The Office of Materials
and Research may approve use of mixtures which have gradations that enter the restricted zone
provided the Contractor supplies acceptable test results of special proof-testing requirements as
described in Subsection 828.05, Rutting Susceptibility Testing.
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828.02 (Continued)
TABLE 828.02.A.1.
JOB MIX FORMULA AND DESIGN LIMITS
Mixture 9.5 nun 9.5 nun
Control Asphaltic Superpave Superpave 12.5 nun 19 nun 25 nun
Tolerance Concrete (Level A) (Level B-D) Superpave Superpave Superpave
Grading
Requirements Percent Passing
37.5 nun Sieve 100
:t6.0 25.0 nun Sieve 100* 90-100
:t6.0 19.0 nun Sieve 100* 90-100 70-89
:t6.0 12.5 nun Sieve 100* 100* 90-100 65-89 50-70
:t5.6 9.5 nun Sieve 90-100 90-100 70-89 55-75
:t5.6 4.75 nun Sieve 65-85 55-75
:t5.6 2.36 rom Sieve 48-58 37-47 28-39 23-34 19-30
:t2.0 75 11m Sieve 4.0-7.0 4.0-7.0 3.5-7.0 3.5-6.0 3.0-6.0
* Mixture Control Tolerance not applicable to this sieve for this mix.
Note: The Mixture Control Tolerance for asphalt content shall be:!: 0.4%.
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828.02 (Continued)
B. Design Requirements:
The mixture design properties shall be determined in accordance with the Superpave mixture
design system except as noted. The Superpave gyratory compaction effort employed shall conform
with Table 828.02.B.4.
TABLE 828.02.B.l.
SUPERPA VE MIXTURE DESIGN VOLUMETRIC CRITERIA
Design Parameter Design Criteria
a. Percent of Maximum Specific Gravity (%Gmm) at the design 96%
number of gyrations, (Nd) (See Note 1)
b. % Gmm at the initial number of gyrations, (Nj) Level A <91.5%
Level B <90.5%
Level C & D <89%
c. Percent voids in mineral aggregate (VMA) at Nd See Table 828.02.B.2.
e. Percent voids filled with asphalt (VFA) at Nd See Table 828.02.B.3.
f. Fines to effective asphalt binder ratio (F/Pbe)
1. Asphaltic Concrete 9.5 mm Superpave (Level A) 0.6-1.2
2. All Superpave Mixtures excluded in Item 1 0.8-1.6
g. Tensile strength (GDT 66)
1. Ratio (See Note 2) 80% min.
2. Stress 400 kPa min.
h. Retention of Coating (GDT 56) 95% min.
Note 1: Maximum specific gravity (Gmm) determined in accordance with AASHTO T 209.
Note 2: A Tensile Splitting Ratio of no less than 70% may be acceptable so long as all individual test values
exceed 689 kPa.
TABLE 828.02.B.2.
SUPERPA VE VOIDS IN MINERAL AGGREGATE (VMA) CRITERIA
Nominal Maximum Sieve Size (mm)
Minimum % VMA
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1 VMA is to be determined based on effective specific gravity of the aggregate (Gse). Minimum VMA values
may be reduced by one percent if the gradation on the 2.36 mm sieve is no more than 5% coarser than the
I maximum percent passing allowed and the asphalt film thickness is no less than 8 microns.
I
25.0
19.0
12.5
9.5
12
13
14
15
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828.02 (Continued)
TABLE 828.02.B.3.
SUPERPA VE VOIDS FILLED WITH ASPHALT (VFA) CRITERIA
RANGE
MIX DESIGN LEVEL Minimum Maximum
A 67 80
B 65 78
C 65 76
D 65 75
TABLE 828.02.B.4.
SUPERPA VE GYRATORY COMPACTOR (SGC)
COMPACTION CRITERIA
NO. OF GYRATIONS
MIX DESIGN LEVEL Nini Ndes
A* 6 50
B 7 75
'- C 8 100
D 9 125
* This gyratory compaction level shall be used for all Superpave mixes used as shoulder surface
mixture, trench widening, temporary detour, or sub-base mixture under Portland cement concrete
pavement.
Note: Asphaltic Concrete 25 mm Superpave mixtures shall be designed at one Mix Design Level lower than
specified in the project Plans or General Notes (based on number of gyratory revolutions) except when Mix
Design Level A is specified.
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828.03 CONVENTIONAL FINE GRADED MIXTURES
JOB MIX FORMULA AND DESIGN LIMITS
MIXTURE
CONTROL
TOLERANCE TYPE MIXTURE 4.75 mm
GRADING
REQUIREMENTS
+0.0 % Passin,g 12.5 mm Sieve *100
+5.6 % Passin,g 9.5 mm Sieve 90-100
+5.7 % Passing 4.75 mm Sieve 75-95
:t4.6 % Passing 2.36 mm Sieve 60-65
+3.8 % Passin,g 300 urn Sieve 20-50
:t2.0 % Passin,g 75 urn Sieve 4-12
DESIGN
REQUIREMENTS
:to.4 Ran,ge for % AC 6.00 - 7.50
nJa Design OPtimum Air Voids (%) 4-7
nJa % Aggregate Voids Filled with 50-80
AC
Tensile Splitting Ratio After
nJa Freeze Thaw Cycle (GDT 66) Min. 0.8
nJa % Retention of Coating 95
(GDT 56)
* Mixture Control Tolerance not applicable to this sieve for this mix.
Note: This mixture shall be designed at Level A and compacted with the Superpave Gyratory Compactor.
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828.04 AGGREGATE GROUPS ALLOWABLE
The aggregate group or blend which may be used for each mixture will be specified with the Pay Item
description. A description of the aggregate groups and blends which may appear in the Proposal and Plans
are defined as follows:
PAY ITEM DESIGNATION
EXPLANATION OF AGGREGATE GROUPS ALLOW ABLE
Group I or IT
100% Group I, 100% Group IT, or any blend of the groups may be used.
Group IT only
100% Group IT only is required.
Blend I
Either 100% Group IT material or a blend of Group I and Group IT
aggregate is allowed. The Group I fraction shall not exceed 60% by
weight of the total aggregates nor contribute more than 50% by weight
of the coarse aggregate portion.
828.05 RUTTING SUSCEPTIBILITY TESTING: The Office of Materials and Research may run a
rutting susceptibility test on any asphalt mixture used in construction. Results of tests with the Asphalt
Pavement Analyzer shall be provided for any mixtures designed by a Certified Contractor or Independent
Testing Laboratory.
The rutting susceptibility test will be conducted according to GDT Test Procedure 115. Each mix will have 3
beam or 6 cylindrical specimens fabricated and tested. If the average, rut depth for the specimens exceeds
5 nun for Superpave mixes that asphaltic concrete mixture shall not be used in the Work. However, Rutting
Susceptibility tests will not be required for Superpave mixtures designed exclusively for use in trench
widening nor for the 4.75 nun Mix.
828.06 FA TIGUE TESTING: The Office of Materials and Research may conduct a fatigue test on any
Superpave asphalt mixture design or Superpave asphalt mixture used in construction to determine
acceptability of the materials. The test shall be performed according to test procedure AASHTO TP 8-94,
or other procedure approved by the Office of Materials and Research.
Materials and Research
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-'Revised December 18,1996
K
.W
. DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
SPECIAL PROVISION
Modification of Standard Specification
SECTION 228
GRADING (MODIFIED), INCLUDING HAUL
(For County Contract Only)
Project Number:
228.01 DESCRIPTION: This item consist of excavation of all materials of whatever nature
including borrow if required, to alignment, grade and typical cross-sections shown on the
plans; or as directed by the Engineer, all necessary hauling, formation of embankments,
shoulder construction, sub grade construction, ditch excavation, finishing and dressing,
replacement of unsuitable material removed from the subgrade, and disposal of
miscellaneous roadway items including, but not limited to, curbs, drainage structure and
pavements, unless established as a separate contract item. It shall include all necessary
clearing and grubbing, in accordance with section 201 and 202, required to complete the
work unless these items have been established as pay items in the contract.
228.02 MATERIALS: All suitable material excavated, including that taken from trenches,
roadway ditches and slopes, shall be used in forming embankments as far as practicable.
Surplus or unsuitable materials shall be used in flattening slopes of embankments, backfill
washes or ditches, or wasted back of the construction lines as directed.
228.03 CONSTRUCTION: The construction shall be done using equipment approved by
the Engineer, which will not damage base, pavement or other appurtenances to be
retained. The Engineer shall set slope stakes to fit the typical section, or as he may deem
necessary, establish grades in accordance with these specification, and set final stakes ~o
verify that the excavation sections of the roadway and the embankments comply with the
typical section. The work shall be done in accordance with the appropriate portions of
Specifications 201, 202, 205, 206, 207, 208 and 209 of the Specifications.
Prior to placing any base material, the subgrade shall be finished in accordance with 209.03
A. Clearing and Grubbing: Clearing and grubbing shall be done well in advance of
excavation and embankment construction.
B. General Requirements:
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B.
General Requirements:
1. Cross Section: As a minimum requirement the roadway shall be, graded in
accordance with the specified typical section.
2. Slopes, Ditches, Shoulders: The excavation shall be done so that front slopes,
ditches and shoulders are neatly trimmed to the lines given. Additional shoulder
width will be permitted when extra width shoulders are ready in place and fit the
existing roadbed provided the finished shoulders present a reasonably uniform
appearance.
3. Shapmg and Dressing: After all excavation and formation of embankments and
shoulders have been substantially completed the roadway shall be properly
shaped, finished and dressed in reasonably close conformity to the lines and
grades given.
228.04 MEASUREMENT: Grading (Modified) Including Haul will be measured in
Kilometers along the centerline of the road or the median, including ramps when so
shown on the plans. Surpl~ material may be disposed of beyond the end of the project,
but the kilometers measured for payment will not extend beyond the established t~rmini.
228.04 PAYMENT: The item of grading (Modified) Including Hauling will be paid for at
the Contract Unit Price per Kilometer complete in place, which price shall be full
compensation for clearing and grubbing inside the construction limits where, this item is
not shown as a separate item in the Contract, for all excavation to the typical section
required or as modified herein, formation of embankments, construction of shoulders,
backing out subgrades for pavement, flushing filling slopes and ramps, filling washes,
wasting surplus or unsuitable material, finishing and dressing, cleaning of side ditches, all
hauling of excavation, and any incidentals necessary to complete the Item. It is clearly
understood that in no case will any separate payment be made for finishing and dressing,
and that the cost of necessary finishing and dressing to comply with these specifications
shall be included in the Contract Unit Price of Grading (Modified) Including Haul.
Payment will be made under:
Item 228. Grading-Modified, Including Haul-per Kilometer.
Office of State Aid
Sheet 2 of 2
Project Number:
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~ote: All Pipe shall meet the Georgia D,O.T. Drainage
anual Requirements and be placed in accordance with
tandard 10300.
APPIJES STA 0+84 TO STA 0+94
APPUtS $fA 0+265 TO STA 0+ 2515
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TYPICAL CROSS SECTION NO. 1
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ElaSTlNG ROAD 7
APPUES STA 0+10l1 TO STA 0+218
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TYPICAL CROSS SECTION NO. 2
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@ ASPHAlTIC CONClltT'E 26...'" S.~4 ~'\O ~z.
@ GRAOtD ACGR[ClAlt BASE. l50mm
@ CClHe.. CUll9 .. <:'lTER ClA OOT fOO32lL T'lPE 2 NOTE: Superpave Mix Design Level B
@ eo..e.. c.~ ~ ~ I \'l~ :' shall be used for this project.
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API'U[S ST' 0+021 III ST' 0+_
TYPICAL CROSS SECTION NO. 4
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APPlJ[S Sf A 0.018 TO $10\ O+07J
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APPlI[$ ST. 0+017 m Sf. 0+041
TYPICAL CROSS SECTION NO. 6
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Note: The Local Govemment shall be responsible
for placement, maintenance, and inspection of
traffic control devices.
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Note: Temporary Erosion Control Items shall be
used as required as directed by the Engineer.
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Note: The local government will certify all necessary
Am, and remove or adjust all utilities at no cost
to the Department of Transportation.
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TYPICAL CROSS SECTION NO. 7
Note: The Department of Transportation's participation in constructing this
project is limited to the items set up tor payment under this contract. All
work not covered by this contract will be in accordance with plans prepared
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f'f{IL q . Any items or work required by these plans and not
covered by this contract will be the responsibility of the county and at no
cost to the Department of Transportation.
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