HomeMy WebLinkAboutREEVES CONSTRUCTION WASHINGTON ROAD INTERSECTION
Section
Pa!!es
Washington Road Intersection Improvements
(Boy Scout to Center West Parkway)
Project Number: 324-04-201824371
Table Of Contents
Invitation to Bid
Instruction to Bidders
IB-l thru IB-3
Georgia Prompt Pay Act
PP A-I
Special Conditions
SP-l
Addendums I thru IV
Agreement
A-I thru A-4
Contractor's Statements:
Conflict of Interest Statement .......................
Contractor's Affidavit and Agreement Statement .......................
Subcontractor's Affidavit(s) .......................
Contractor's Statement of Non-Discrimination .......................
Good Faith Efforts - Subcontractor & Supplier Contact Form .............
LSB Subcontractor/Supplier Utilization Plan .......................
Contractor's Bonds/Insurance/Equipment Master List
General Conditions
3 thru 33
Supplementary Conditions
Supl - 2
Proposal
P -1 thru P - 8
Lump Sum Breakdown
P-4A
General Notes
G-l thru G-15
Right of Way Special Provisions
1-2
Traffic Control
TC-l thru TC-54
Water Quality Monitoring
1 thru 4
Invitation To Bid
Sealed bids will be received at this office until 3:00 p.m., Tuesday, August 19, 2008
Bid Item #08-156 Washington Road Intersection Improvements for Engineering Department
Bids will be received by Augusta, GA Commission hereinafter referred to as the OWNER at the offices of:
Geri A. Sams
Procurement Department
530 Greene Street - Room 605
Augusta, Georgia 30901
706-821-2422
Bid documents may be examined at the office of the Augusta, GA Procurement Department, 530 Greene Street
- Room 605, Augusta, GA 30901. Plans and specifications for the project can be made available upon
request to Digital Blue Print. The fees for the plans and specifications which are non-refundable is
$100.00
Documents may also be examined during regular business hours at the Augusta Builders Exchange, 1262
Merry Street, Augusta, GA 30904; F. W. Dodge Plan Room, 1281 Broad Street, Augusta, GA 30901. It is
the wish ofthe Owner that all businesses are given the opportunity to submit on this project. To facilitate this
policy the Owner is providing the opportunity to view plans online (www.dieblueprint.com) at no charge
through Digital Blue Print (706 821-0405) beginning Thursday, July 3, 2008. Bidders are cautioned that
submitting a package without Procurement of a complete set are likely to overlook issues of construction
phasing, delivery of goods or services, or coordination with other work that is material to the successful
completion of the project. Bidders are cautioned that sequestration of documents through any other source is
not advisable. Acquisition of documents from unauthorized sources places the bidder at the risk of receiving
incomplete or inaccurate information upon which to base his qualifications.
A Mandatory Pre-Bid Conference will be held on Tuesday, July 29, 2008 @ 10:00 a.m. in the
Procurement Department - Room 605. All questions must be submitted in writing to the office of the
Procurement Department by fax at 706-821-2811 or by mail. No bid will be accepted by fax, all must be
received by mail or hand delivered. All questions are to be submitted in writing by Friday, August 1,
2008 by 3:00 p.m.
No Bid may be withdrawn for a period of 60 days after time has been called on the date of opening. A 10%
Bid bond is required to be submitted in a separate envelope so marked along with the bidders'
qualifications; a 100% performance bond and a 100% payment bond will be required for award.
Bidders will please note that the number of copies requested; all supporting documents including financial
statements and references and such other attachments that may be required by the bid are material conditions of
the package. Any package found incomplete or submitted late shall be rejected by the Procurement Office.
Any bidder allegedly contending that he/she has been improperly disqualified from bidding due to an
incomplete bid submission shall have the right to appeal to the appropriate committee of the Augusta
Commission. Please mark Bid number on the outside of the envelope.
GERI A. SAMS, Procurement Director
Publish:
Augusta Chronicle
Metro Courier
cc: Tameka Allen
Abie Ladson
Tony Williams
July 3, 10, 17,24,2008
July 9, 2008
Interim Deputy Administrator
Engineering Department
Engineering Department
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.
18-02. 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 of the 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.
18-03. 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 Miting addressed to the Purchasing
Department, 530 Greene Street, Augusta, Georgia, 30911 and to be given consideration must be
received at least ten working 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 to the Augusta-Richmond County Purchasing
Director at least five working prior to the date fixed for the opening of bids. The
Purchasing Director shall send by certified mail with return receipt requested to all
prospective bidders (at the respective addresses furnished for such purposes), not later than three
working 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.
18 - I
F:n9inrrrinp n..n..rtm..nt r"ntr....t
Engineering Department Contract
Washington Road Intersection Improvements
1B-04. PREPARATION 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 words "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 Bond is required in .!!lLcases.
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-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.
IS - 2
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 of the owner performing 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 bids, or to accept a bid other than the lowest
submitted if such action is deemed to be in the best interest of the Owner.
Engineering Department Contract
Washington Road Intersection Improvements
IB - 3
Engineering Pepartment
Washington Road Intersection Improvemenu
GEORGIA PROMPT PAY ACT
This Agreement is intended by the Parties to, and does, supersede any and aU 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 swn held as retainage pursuant to this Agreement and Contractor
specifically waives any claim to same.
NOTICE
All references in this document, which includes aU papers, wntmgs, 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 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.
In all cases, regardless of the material being wasted, a grading permit issued by Augusta
Richmond County must be furnished to the Engineer.
PP A-I
Washington Road Intersection Improvements
(Boy Scout to Center West Parkway)
Project Number: 324-04-201824371
SPECIAL CONDITIONS
SCOPE:
This project include resurfacing, minor storm drainage, geometric and operational improvements
at the intersection of Washington Road, and along Boy Scout Road and Center West Parkway.
The Contractor shall supply all materials, equipment, labor, supplies, and supervision necessary
to properly complete this project as specified.
TERMINI AND LENGTH:
See plans
INCIDENTAL CONSTRUCTION ITEMS:
All work and materials without a specific pay item shall be considered incidental to related pay
items, this is to include (but not limited to), all removals and disposals, borrow if needed, remove
and reset fences, remove and reset ornamental shrubs, bushes and sod, and the obtaining,
maintaining aild restoration of any required borrow and/or waste pits.
DRIVEWAYS:
All driveways shall be in conformance with GDOT standards.
NORMAL WORK HOURS:
Normal work hours for this project will be 9:00 p.m. to 6:00 a.m.
TYPICAL SECTIONS:
Refer to signed Pinal Construction Plans.
SP I
Engineering Department
W~,,=hinO'tnn Rn~:ullntpT~prt;nn lmnrn"f"mp'nttii:
~~
TO: All Bidders
Phyllis Mills, Quality Assurance Analyst
f!jiJ;'t'Y/A!'dIi!'/I/ ~Nol;!!'n/
~ (itn c;%//M, <<A!w'_
FROM:
Geri Sams. ~ ~Lf(t'I
Procurement Director
DATE:
SUBJ:
BID ITEM:
August 18, 2008
Changing the Bid Opening Date & Clarifications of Specifications
08-156 Washington Road Intersection Improvements for Engineering
Department
NEW OPENING:
Thursday, August 28th, 2008 at 3:00 p.m.
ADDENDUM NO.1
The opening date for Bid #08-156 Washington Road Intersection Improvements
been changed:
FROM:
Tuesday, August 19th, 2008 @ 3:00 p.m.
Thursday, August 28th, 2008 @ 3:00 p.m.
TO:
Please acknowledge addendum in your submittal.
END ADDENDUM
Room 605 - 530 Greene Street. Augusta Georgia 30911
(706) 821-2422 - Fax (706) 821-281 1
www.aul!ustaga.gov
Register at www.demandstar.com/supplier for automatic bid notification
SECTION P
PROPOSAL
Date:
Gentlemen:
In compliance with your invitation for bids dated , 2008, the undersigned hereby
proposed to fumish all labor, equipment, and materials, and to perform all work for the
installation of roadway improvements, and appurtenances referred to herein as:
Washington Road Intersection Improvements
(Boy Scout to Center West Parkway)
Project Number: 324-04-201824371
In strict accordance with the Contract Documents and in consideration of the amounts shown on
the Bid Schedule attached hereto and totaling:
DOLLARS ($
The undersigned hereby agrees that, upon written acceptance of this bid, he will within 10 days
of receipt of such notice execute a f0l111al 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 atter the date of written notice to proceed, and that he will complete the work
within 150 calendar days.
The undersigned acknowledges receipt of the following addenda:
Addendum Number:
Addendum Date:
Respectfully submitted:
(Name of Firm)
(Business Address)
By:
Title:
t
j
rOlect urn er: .. - -
,.~,.-~.~
,PAY UNIT
ITEM DESCRIPTION. UNITS OTY PRICE . AMOUNT.
001-1000 FORCE ACCOUNT LS I S I 00,000 S I 00,000
I
!
150-1000 TRAFfiC CONTROL LUMP I
210-0 1 00 GRADING COMPLETE LUMP I
3 10-5060 GR. AGGR. BASE CRS., 6 IN. INCL. MA TL. & GAB SOYD 1191 ;
... --
310-5100 GR. AGGR. BASE CRS., 10 IN. INCL. MATL. & GAB SQYD 1191
402-1812 RECYCLED ASPH. CONe. LEVELING, INCL. MATL, & H. LIME TON 712
2 IN RECYCLED ASPH. CONC. 19MM SUPERPAVE. GP lOR 2
402-3190 INCL. BITUM. MA TL. & H. LIME TON 596
402-4510 I \.5 IN.RECYCLED ASPH. CONC. 12.5MM SUPERPAVE, GP 2 TON 447
ONL \. INCL. BITUM. MATL. & H. LIME
413-1000 BITUM. TACK COAT GAL 224
432-0206 MILL ASPHALT CONe. PAV'T I -112 IN DEPTH SQYD 2180
441-4020 CONCRETE VALLEY BU1TER, 61N SQYD 200
441-6222 CONC. CURB & GUTIER. 8 IN X 30 IN. TP 2 LIN FT 2335
441-7012 CURB CUT WHEELCHAIR RAMPS. TP B EA 7
500-3201 CLASS B CONCRETE, REf AINING WALL CY 533
I
i
I
550-1180 STORM PIPE DRAIN. 18" , H I -10 UN FT 51
500-9999 CLASS B CONCRETE/PAVEMENT WIDENING CY 130
603-2182 STONE DUMPED RIP RAP. TY 3, 24" SOYD 4
611-3100 RECONSTRUCT JUNCTION BOX EA 3
634-1200 RlGHT OF WAY MARKER EA 18
668-1200 CA TCH BASIN, Gf' 2 EA 3
EROSION CONTROL
161-1000 EROSION CONTRpL COMPLETE (TR28 I ) LUMP I
163-0232 TEMPORARY GRASSING AC 0.10
171-0020 TEMPORARY SILT FENCE. TYPE B UN FT 1772
\Vashington Road Intersection Improvements
(Boy Scout to Center West Parkway)
P N b 3'4 04 201824371
I
]
PAY UNIT
ITEM DESCRIPTION UNITS OTY PRICE A.i.\IQUNT
171-0030 TEMPORARY SILT FENCE, TYPE C UN FT 216
700-6910 PERMANENT GRASSING AC 0.20
700-7000 AGRICULTURAL LIME TON 1.5
-.-.
700-8000 , FERTILIZER MIXED GRADE TON 0.30
,
,
,
700-8100 FERTILIZER NITROGEN CONTENT LB 15
716-2000 EROSION CONTROL MATS, SLOPES SOYD 266
SIGNING AND MARKING
611-5551 RESET SIGNS EACH 3
636-1020 HIGHWAY SIGNS, T1' I MA TL, REFL SHEETING, 1'1'3 SO. IT. 63
636-1031 HIGHW A Y SIGNS, T1' I MALT, REFL SHEETING, 1'1' 6 SO.FT. 18
--
636-2070 GAL V STEEL POSTS, TP 7 LlN IT 132
653-0 [20 THERMOPLASTIC PVMT MARKING, ARROW, 1'1' 2 EACH 12
653-0130 THERMOPLASTIC pVMT MARKING, ARROW, TP 3 EACH 1
653-0210 THERMOPLAST[C PYMT MARK[NG, WORD, TP [ EACH 3
653-[501 THERMOPLASTIC SOLID TRAF. STRIPE,S IN. WHITE , LlN IT 2973
I
653-1502 THERMOPLASTIC SOLID TRAF. STRIPE, 5 IN. YELLOW I LIN 171' 3678
653-[704 THERMOPLASTIC SOLID TRAF. STRIPE. 24 IN. WHITE LIN FT 105
THERMOPLASTIC SKIP TRAF. STRIPE. 5 IN. WHITE (2' SEC, GR
653-3501 6' GAP} LlN FT 50
THERMOPLASTIC SKIP TRAF. STRIPE, 5 TN. YELLOW (10' GR
653-3501 1 SEC, 30' GAP) LIN FT 290
i
653-6006 THERMOPLASTIC TRAF. STRIPING. YELLOW SY 448
654- [001 RAISED PAVEMENT MARKERS. 1'1' 1, YELLOW EACH 104
654-1002 RAISED PVMT, MARKERS. II' 2 EACH 8
654-1003 RAISED PAVEMENT, MARKERS, 1'1' 3, CLEAR/RED EACH 51
TOTAL BID:
Room 605 - 530 Greene Street. Augusta Georgia 30911
(706) 821-2422 - Fax (706) 821-2811
www.augustaga.!!.ov
Register at www.dcmandstar.com/supplicr for automatic bid notification
ADDENDUM 2 08.156
Page 1 of 2
~
~(A!"Hle/l/ ~#'.Ile.ll/
Stf;J. ~n' ~nkJ. $AWO,r
TO: All Bidders
Phyllis Mills, Quality Assurance Analyst
FROM: Geri Sams f~ f9r\
Procurement Director
DATE: Augusta 21, 2008
SUBJ: Questions and Answers
RFP ITEM: 08-156 Washington Road Intersection Improvements
OPENING: Thursday, August 28th at 3:00 P.M.
ADDENDUM NO.2
Gibbs & Reaister. Inc
Question: Pay Item 310-5060 (6"GAB) - 'plan Qty = 1191 SY. This is located under the curb.
We estimate actual quantity to be approximately 787 sy (underrun of 404 sy)
Answer: Checking the quantity box for 6" GAB, the quantities that LAI estimated
are for Boy Scout Road and Center West Parkway. It appears that the quantities
that G & R provide are for Boy Scout Road only. The underruns that G&R shown
are close to the quantities for Center West Pkwy.
Question: Pay Item 310-5100 (10" GAB) - Plan Qty = 1191 SY. This is located at the widening
areas at widths greater than 5'. We estimate actual quantity to be approximately 650 sy
(underrun 541 sy).
Answer: See the answer for comment number 1.
Question: Pay Item 441-4020 (6" Valley Gutter) - Plan Qty = 200 SY. This is located from Sta.
12+82.48 to Sta. 13+08.48. Approximately 26 linear feet. We estimate actual quantity to be
approximately 7.22 sy (underrun of 192.78 sy).
Answer: The quantity takeoff for this item includes the area of the driveway
apron from the back of the curb to the end of the driveway apron as shown in the
GDOT Construction Standards & Details for 6" and 8" Class B Concrete Valley
Gutter. Whereas the detailed estimate sheet shows 200 SY - the unit for this
takeoff is incorrect and should be 200 SF then converted to SY for an estimated
quantity of 22 SY.
Question: Pay Item 500-3201 (Class B Gravity Wall) - Plan Qty = 533 CY. This is located under
the curb. We estimate actual quantity to be on the order of 81 CY (underrun of 452 cy).
Answer: The walls are not located under the curb; there are three (3) Gravity
Walls on this project as shown in the construction plans and the gravity wall plan
sheets - 10 and 11 of 25. The quantity for this pay item covers the Class B
concrete material to construct the gravity (retaining) walls, as well as the roadway
extended areas less than 5 feet between the gutter and asphalt pavement that
require "Class B" concrete. 533 cy is a total quantity.
Question: No pay items exist for the following: Class B concrete Base; 15" Storm Pipe.
Answer: The pay item for Class B concrete base is 500-9999 - although It is not
shown as a separate pay item number, the pay item quantity for the class B
concrete base was lumped with the retaining walls for a total class B concrete
estimate.
The quantity box show the estimated quantity for 15" storm pipe as shown in the
construction plans. However, the detailed estimate shows a pay item for 18" storm
pipe. The pay item for 15" storm pipe is 550-1150.
Question: Is the restoration of the parking lot at Michael's restaurant included in the pay item
quantities or incidental to the gravity wall construction?
Answer: The restoration of Michael's restaurant is included with the pay item
quantities - curb and gutter, striping, GAB, etc...for both Michael's and the bank.
Please acknowledge addendum in your submittal.
END ADDENDUM
ADDENDUM 2 08-156
Page 2 of 2
~
~NiiWH'/)lI(!,/I/ ~A'HI(!'/I/
~ ~n' ~//Id. .Q{'A-W''-'"
TO:
All Bidders
Phyllis Mills. Quality Assurance Analyst
FROM:
Geri Sams. ~ f"i'tr'
Procurement Director
DATE:
August 26. 2008
SUBJ:
BID ITEM:
Changing the Bid Opening Date
08-156 Washington Road Intersection Improvements for Engineering
Department
NEW OPENING:
Wednesday, September 10th, 2008 at 3:00 p.m.
ADDENDUM NO.3
The opening date for Bid #08-156 Washington Road Intersection Improvements
been changed:
FROM:
Thursday, August 28th, 2008 @ 3:00 p.m.
Wednesday, September 10th, 2008 @ 3:00 p.m.
TO:
Please acknowledge addendum in your submittal.
END ADDENDUM
Room 605 - 530 Greene Street. Augusta Georgia 30911
(706) 821-2422 - Fax (706) 821-2811
www.augustaga.gov
Register at www.demandstar.eom/sulmlier fc)r automatic bid notification
~
~/~HIt!YI/ ~A'.I""It!YI/
~ ~N (d6.1....td. <<A.-W",t"
FROM:
All Bidders
Phyllis Mills. Quality Assurance Analyst
Geri Sams. bt/~ P<~
Procurement Director
TO:
DATE:
SUBJ:
September 9.2008
Changing the Bid Opening Date & Clarifications of Specifications
BID ITEM:
08-156 Washington Road Intersection Improvements for Engineering Department
NEW OPENING:
Friday, September 19th, 2008 at 11:00 a.m.
ADDENDUM NO.4
The opening date for Bid #08-156 Washington Road Intersection Improvements been
changed:
FROM:
Wednesday, September 10th, 2008 @ 3:00 p.m.
Friday, September 19th, 2008 @ 11:00 a.m.
TO:
Please acknowledge addendum in your submittal.
END ADDENDUM
Room 605 - 530 Greene Street. Augusta Georgia 309\1
(706) 821-2422 - Fax (706) 82 J -28\ J
WWW.aUlwstaga.l!.Ov
Register at www.demandstar.com/supplier !(Jr automatic bid notification
-
.-- EROSION CONTROL --
161-1000 EROSION CONTROL COMPLETE (TR 281) LP I
-
163-0232 TEMPORARY GRASSING AC 0.10
171-0020 TEMPORARY SILT FENCE, TYPE B LN 1772 ..-
171-0030 TEMPORARY SILT FENCE, TYPE C LN 216
700-6910 PERMANENT GRASSING AC 0.20
700-7000 AGRICULTURAL LIME TN 1.5
700-8000 FERTILIZER MIXED GRADE TN 0.30
700-8100 FERTILIZER NITROGEN CONTENT LB 15
716-2000 EROSION CONTROL MATS. SLOPES SY 266
SIGNI1'lG AND MARKING
611-5551 RESET SIGNS EA 3
636-1020 HIGHWA Y SIGNS, TP I MATL, REFL SHEETING, 1'1'3 SF 63
636-1031 HIGHW A Y SIGNS, TP 1 MALT, REFL SHEETING, TP 6 SF 18
636-2070 GAL V STEEL POSTS, TP 7 LN 132
653-0120 THERMOPLASTIC PVMT MARKING, ARROW, TP 2 EA 12
653-0130 THERMOPLASTIC PVMT MARKING, ARROW, TP 3 EA 2
653-0210 THERMOPLASTIC PVMT MARKING, WORD. TP I EA 3
653-150 I THER!'vl0PLASTIC SOLID TRAF. STRIPE, 5 IN. WHITE LN 2973
PAY UNIT
ITEM DESCRIPTION UNITS OTY PRICE AMOUNT
653-1502 THERMOPLASTIC SOLID TRAF. STRIPE, 5 IN. YELLOW LN 3678
653-1704 THERMOPLASTIC SOLID TRAF. STRIPE. 24 IN. WHITE LN 105
THERMOPLASTIC SKIP TRAF. STRIPE. 5 IN. WHITE (2' SEe.
653-350 I 6' GAP) GL 50
THERMOPLASTIC SKIP TRAF. STRIPE. 5 IN. YELLOW (10'
653-3502 SEe. 30' GAP) GL 290
653-6006 THERMOPLASTIC TRAF. STRIPING. YELLOW SY 448
654-1001 RAISED PAVEMENT MARKERS, TP I, YELLOW EA 104
654-1002 RAISED PVMT. MARKERS, TP 2 EA 8
654-1003 RAISED PAVEMENT. MARKERS, TP 3, CLEAR/!ZED EA 51
TOT AL BID:
I
Bid Item #08-156 Washilll!ton ROlld Improvements
Revised Ouantitv Sheet
Addendum 4
R . d S
fQ
f,
eVlse ummary 0 uantlty Sleet or t Ie subJect proJect:
PAY UNIT UNIt
ITEM DESCRIPTION S OTY PRICE Ai\'IOUNT
001-1000 FORCE ACCOUNT LS I $100,000 $100.000
150-1000 TRAfFIC CONTROL LP I
210-0100 GRADING COMPLETE LP I
310-5060 GR. AGGR. BASE CRS.. 6 IN. INCL. MATL. & GAB SY 1191
3 I 0-5100 GR. AGGR. BASE CRS.. lOIN. INCL. MA TL. & GAB SY 1191
402-1812 RECYCLED ASPH. CONe. LEVELING, !NCL MA TL, & H. LIME TN 712
2 IN RECYCLED ASPH. CONe. ] 9MM SUPERPA VE, GP 1 OR 2
402-3190 INCL. BITUM. MATL. & H. LIME TN 596
1.5 IN RECYCLED ASPH. CONe. 12.5MM SUPERPA VE. GP 2
402-4510 ONL Y. INCL. BITUM. MA TL. & H. LIME TN 447
4 \3 - 1 000 BITUM. TACK COAT GL 224
432-0206 MILL ASPHALT CONe. PVMT I -1/2 IN DEPTH SY 2180
441-4020 CONCRETE VALLEY BUTrER. 6 IN SY 22
- -
441-6222 CONe. CURB & GUTTER, 8 IN X 30 IN. TP 2 LN 2335
441-7012 CURB CUT WHEELCHAIR RAMPS, TP B EA 7
500-3201 CLASS B CONCRETE, RETAINING WALL CY 31
500-9999 CLASS B CONCRETE/PAVEMENT WIDENING CY 503
515-2020 GAL V STEEL PrPE HANDRAIL, 2 IN, B.:9UND LN 340
550-1150 STORM PIPE DRAIN. 15" . H I -10 LN 51
603-2182 STONE DUMPED RIP RAP, TY 3, 24" SY 4
611-3 ]00 RECONSTRUCT JUNCTION BOX EA 3
..-..- -.--..
634- 1 200 RIGHT OF WAY MARKER EA 18
668-1]00 CATCH BASIN, GP I EA 3
"
SECTION A
AGREEMENT
THIS AGREEMENT, made on the _ day of
, 2008 by and between the
City of AU2usta
party ofthe first part, hereinafter called the OWNER, and REEVES Construction Company
party ofthe 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:
Washington Road Intersection Improvements
(Boy Scout to Center West Parkway)
Project Number: 324-04-201824371
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 10 calendar days after
the date of written notice by the Owner to the Contractor to proceed. All work shall be
completed within 150 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.
A-I
Engineering Department
Washington Road Intersection Improvements
Engineering Department
Washington Road Intersection Improvements
ONCE MOBILIZED, THE CONTRACTOR SHALL NOT STOP MAJOR
CONSTRUCTION ACTIVITIES FOR MORE THAN 14 DAYS, UNLESS APPROVED
BY THE ENGINEERING DEPARTMENT. IN THE EVENT THAT UNAPPROVED
MAJOR CONSTRUCTION ACTIVITIES ARE CEASED FOR MORE THAN 14 DAYS,
A TOTAL OF TWO THOUSAND DOLLARS ($2.000) SHALL BE PAID TO THE
OWNER FOR EACH AND EVERY CALENDAR DAY THE CONTRACTOR DOES
NOT COMMENCE MAJOR CONSTRUCTION ACTIVITIES. MAJOR
CONSTRUCTION ACTIVITIES SHALL BE DETERMINED BY THE ENGINEERING
DEPARTMENT.
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 of the consideration for the awarding of this contract, to pay the Owner the sum of Two
Thousand Dollars $2.000 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 aUowed for the completion of 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.
(b) 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
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, ~xcept that in case of disputed indebtedness of liens 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 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.
Cd) 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.
(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.
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
Engineering Department
Washington Road Intersection Improvements
~V~7 I., J
Witness
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.
AUGUSTA, GEORGIA
COMMISSION-COUNCIL
(Owner)
By:
cg (jxl f
CONTRACTOR: Ae~v~J Ct>N.stu~ 1,,)1'1 c;h1fllNY
~~
Title:~ ~\A,.t;~.....(
Address: J/.13/ I<lv~rsIJ~ Dr,
gUilt/III? 2.00
/lJtfI ct>l'I) C;4 3 I lit)
A-4
SEAL
Attest
.....~_ ,0'"
1:/tuJ.-< t /~I
Witness
Engineering Depamnent
Washington Road Intersection Imorovements
CONFLICT OF INTEREST:
It shall be unethical for any City of Augusta business or participant directly or indirectly in a procurement
contract when the employee or official knows that:
(a) the employee or official or any member of the employee's or official's immediate family has a
substantial interest or financial interest pertaining to the procurement contract, except that the
purchase of goods and services from businesses which a member of the Commission or other
City of Augusta employee has a financial blterestis authorized as perO.C.G.A 36-1-14, or the
procurement contract is awarded pursuant to O.C.G.A. 45-10-22 and 45-l 0-24, or the tnmsacti.on
is excepted from said restrictions by O.C.GA 45-10-25;
(b) Any other person, business, or organization with whom the employee or official of any member
of an. employee's or officials immediate family is negotiating or has an arrangement concerning
prospective employment is involved in the procurement contract
Any employee or official or any member of an employee's or official immediate family who
holds a substantial interest or financial interest in a disclosed blind trust shall not be deemed to
have a conflict of interest With regard to matters pertaining to that substantial interest or financial
interest.
1, (vendor) R'E.'E:\(ES C()\JS\ltu(,.\ ,"ON CaMPA-ill" INC.. have read and understand the information
- ...J
contained in the bid specifications.
Vendor Name: Q"t'C.\jES cl~S\Q..vc\\Q\-..l C!)rI\Pfl,kl'l INc...
'J
Address:
f. () .6~~ \\."2..'=\
City & State: A.UGuSTA. G~:.oRc:'\A 3o~o3
J
400ne~:("_~}'l31-S230 Fax # (jOb) 131- ~{,2.0
Si :~~.) _ _ Date: o~-19-08
;j: to. ~boo<..
Bid Item Num6er and Name: -:t:t. 09,- \ 90 WAS~\lJGTON R~ 1t-n"C.R.Sti:.C-T1Cl~ l,t{lP.
THIS FORM MUST BE SUBMfITED WITH BID PACKAGE. NO EXCEPTION(S) WllL BE GRANTED
.";
/
/
/
BidIRFP IRFQ# O?, - 15b
CON1RACfOR AFFIDAVIT AND AGREEMENT
By executing this affidavit, the undersigned contractor verifies its compliance with a.c.G.A. 13.10-91,
stating affinnatively that the individual, firm, or corporation which is contracting with Augusta Richmond
County Board of Commissioners has registered with and is participating in a federal work authorization
program* [any of the electronic verification of work aqthorlzation programs operated by the United States
Department of Homeland Security or any equivalent federal wo* authorization program operated by the
United States Department of Homeland Security to verify information of newly hired employees, pursuant
to the Immigration Reform and Control Act of 1986 (IRCA), P.L. 99-603], in accordance with the
applicability provisions and deadlines established in O.C.G.A 13-10-9i.
The undersigned further agrees that, should it employ or contract with any subcontractor(s) in connection
with. the physical performance of services pursuant to this contract with Augusta Richmond County Board
of Commissioners, contractor will secure from such subcontractor(s) similar verification of compliance
with O.C.G.A 13-10.91 on the Subcontractor Affidavit provided in" Rule 300-10-01-.08 or a substantially
similar form. Contractor further agrees to maintain records of such compliance and provide a copy of each
such verification to the Augusta Richmond County Board of Com.ri:rlssioners at the time the
subcontractor(s) is retained to perform such service.
So 1C'14
E- V erify * User Identification Number
R.."fC.-\.f ~5 Co t-J 5\. r 0" " I No c...
" ~
Company Name
Ji~~~'-'
(Contractor Signature) .
-~-~~ -
Title 0 Authorized Officer or Agent of Contractor
ikJ ~ ~1tD~
Printed Name of Authorized Officer or Agent
SUBSCRIBED AND SWORN
BEFORE"ME ON TIllS THE
~DAYOFSefk-k.r ,200e'
Please Check One.
500 or More 100 or more L..lOO or less
Number of Employees
Date: 09-19 - o~
Notary Public
My Commissicn Expires:
Notary Public. RlCI'lmoncl COUnty, Georgia
__ Cclmmllsim &plree Dee. 11.2010
_T.....,. "'_ __,........._________......___ ____ ____._
TOTAL P.001
SEP-1B-2008 16:64
PEEK PAVEMENT MARKING
706 663 7762 P.cOl/00i
Bi4IRFPIRFQ ## O<j- I Sb
SUBCONTRACTOR AFFIDAVIT .
ByexocutiDg this affi~it. the undersigned subool11ractor verifies its compliance with O.C.G.A. 13-10-91,
SIlting affiDnatively that the individual. firm. or corporatn which is cogascd in the physical performance
of services under a contract with AI" f' V e 5 Lf:)/,J,S C Q.. OD behalf of AUJUsta Riebmond COUDty
Board. 01 Commissionen has registered with and is pII1icipating in a federal work authorization pmgnm.
[any of the c1ectron~c verification of work authorization pI'OlflmS opcraled by tile .United States Department
of Hotneland Secwity or my equivalent federal work authorization pmpam operated ~ t:hcI United State8
Department of' Homelaad Sewrity to verity information of newly hired employees, pursuant to the
immigration Refonn and Control Act of 1986 ([ReA), PL. P9-603l. iIlaccordanee with the applicability
provisions and deaclliu. established lD O. C. O. A 13-10-91.
(Sc.. \A.L \ 3 Rj
E.Verify. User ldcntification Number
- Pe.eK ~Q.VQ~~ ~~,,~ Ll..t.-.
Com~'\lCr _
BY: Auth.O~r Ageut
(Subcontractor Signature)
\J P . ~~!v.. ~ .n"',r~ -\:"'0",
Title of Authorbd Officer or Asent of Subcontractor
~ 1\1..: s I-\o~~~fl- ~'i. . .,_
Printed Name ~f Authorized Officer or Alent
SUBSCRIBED AND SWORN
BEFORE-ME ON nus 11m
,,"'" DAY OF SeflemhU- .2001:
N01atyPub1iO~~
My Commiasion Expires:
. a-, P"UIlIO. KlCI'lft'IOnCJ COUnty, GeorgIa
MyCommilliotl ExPIree Deo.11. 3>>10
Please Check One.
500 or More 100 elI'more V" 100 or to5$
~umber .of Employees -
Dale:
q--lr-bf
PLEASE RETURN WITH YOUR SUBMlTl'AL
09/19/2008 PRI 8146 FAX 770 933 1958 ED SKITH CONSTRUCTION CO
IlJOO2l002
Se~ 18 2008 4:58PM HP LASERJET FAX
p. 1
BidlltFP~Q#~
SUBCONTRACl'ORAFFIDAVlT
By executing this affidavit. tho- undersigned subcontractor verifies its ~pliance with O.C.GA 13-10-91,
stating affinuativcly that the indiv~, firm, or corporation whith is engaged in the physical performance
of services 1.inder a coidraCt with ~ ~ 0 on ~ of Augusta. Richmond County
Board. of Commissioners has registered with and is ,participating in a federal -work .whoriration prosram."
(any of ~ electron.~ verification of work authorization programs operated by the ~aited S1etes 'Depariment
of Homeland Security or any equivalent federal work wthorizatlon ~gram OJI~ by the United States
Department of Homeland Security to verify information of newly Jaired employees. pursuant to the
.Immigration R.efonn and Control Act of 1986 ([R.CA), P.L. 99-603], hi accordance v,:ith the applicability
provisions and deadlines established in O. C. G. A 13.10-91.
l4'?1 q~'
B-Verify. User Identification Number .
. .
-E()~rn4~S~&JU7OU Co.,l)JC.
Company Name .
Please Cht.ck One;
500 or Mort ~ 100 ~ more _1~ or'less X-.
Number of Bmployees
~~~
(Subcontractor Signature)
Vla.~/AeAJr'
title of Authorized Officer or Age.rit ofSubcontraetor
Date:
q-/~-~
. .. y ..--
PrintCcJ Name of Authorized OffiQOr ot" Agent
SUBSCRlBED AND SWORN
BEFOREMB ON TInS 'I1tB ,
. 19 DAYOF ~~f .200l2i
~OtalyPubliC ~ M- . .
My Commission :Expfrea: .... P~ic., Rld\mond County. GeorgIB
My ~ ElCpired)eo. 11,2010 .
PLEASE RETURN wrm YOURSUBMlTTAL
F"Rll1 ; Countr\:j Boy Farms FAX 1'1). : 8034429969
Sep 18 2008 5:14PM HP LASERJET FR~
I>Iov. 29 2ElElB El7: 28PM Pl
I .
BidIllFP~ ,-oK -I S ~
SUBCONTRActOIl AFFIDAyr:r
By 'executing this affidavit, 1he' undenlped I'1bcontractcr verifies its COInpUnce with O.C.GA UpU~-91.
atatiDs afIinoativety tbt .. iftdividual, firm, or corporatioc which is mpaecS in the pbyaiGal perfolm&nc:.o
of ..rriceI Udcr a ccm~ with OQ boh.lf 'of AupIta RicbJnOftd ~ty
Bomd. of Commi8liaoen baa reaistotcd with and Is pllticipating In Ii feclaal work authorization. prosram.
[any of tM 01ecb'Onic verifica1lon of work: authorizllicD prO'I'mUI ~ by !be United StlltaS .Depll'tmcnt
of Homeland Security or ~ CClulvalent fedcral work authorization propam opecakCl by tM United States
Department af Hamelud Security co verify information of newly IiiIed employeD&., putmanl to b
lmmi...tion lleform and CoDtrOI Act of 1916 ([RCA). P.L. 99-6<<)1]. In -=ordance with the applicabiUty
pm'rilions and deadliDDa e.t&blbhcd ill O. C. G. A 1)-10-91.-
/
S') -- 01 3 ~fr .3
E. VerifY · Uaer IclentUleation ~her
&sLoo/V fit >' & Y FA {!~ s
Company Nune
Pleuo Check ODe;
500 arMcn lOOorlllOrIl 10001'1_ V'
~'llmber of Employecs -
/d~lA~ /~.
BY~ A~~oJ'omcor or A&eIlt
(SuboonIraetor Sipature)
.O~
TItI>>~~~~ or A",~ of SubcloDftac1Or
. . ~g. H:. -A
Printed Name of Authorized OOicer or AseD!
SUBSClUBED AND SWORN
BDORE ME ON nus TH'B
. jqlh _DAYOP ~~~f:(l)
Notary Public ~~ ~ \l~.,.i~~
MyCo~Jion BxpiM.: J-/I./I,
Da~:. 9-/'1-{)f
. 2001.
. " .'
. . . .
. .'
. "1 '. .,-
: '. ".
. PLBASB J\ETURN WITH YOUB. WBMITTAL
","",,,,~",,lCIont I ~~
ST ATE ME NT OF NON-DISCRIMINATION
The undersigned understands that it is the policy of Augusta-Riclunond County to
promote full and equal busi'ness opportunity for all persons doing business with Augusta.
Riclunond County. The undersigned covenarlts that we have not disc;r:jtnin.ated, on the basis of
.race, religion, gender, national origin or ethnicity, with regard to prirrt~ contracting,
subconlracting or partnering opportunities.
The undersigned covenants and agrees to make good faith efforts to eQsure maximum
practicable participation of local ~mal] businesses on the hid or contractawa.rded by Augusta-
Ricmv.Qnd County. 'The undersigned Wrther covenants that we have completed truthfully and
fully the required forms regarding good faith efforts and local small bw;;iness
subcontractor/supplier utilization.
The. undersigned further covenants and agrees not to engage in discriminatory conduct of
any type against local small businesses, in conformity with Augusta-Richmond County's Local
Small Business Opportunity Program. Set forth beiow is the signature of an officer of the
bidding/contraoting entity with the authority to bind the entity.
S~f~P~-
~ -'- I yVlA-..l~
~AttestingrartY
Ii ee V~.5 Co"IS Joe ~ 6/'-1
.
Subscribed and sworn t-o before me
this '1 day of .sr..pt-- , 2<n~
~~
Notary Puolic SEAL
PubUe, RichmOl'Id County GeoIgIa
Notary Dee. 1"1 2010
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CREDIT FACTS
REEVES CONSTRUCTION CO.
CORPORATE OFFICERS:
Bob Land, President
Bob Montgomery, Chief Financial Officer
OTHER PERTINENT INFORMATION:
Incorporated 1955, State of Georgia
Federal ill Number: 58-0641369
Dun & Bradstreet Number: 606103737
Trade Style: Highway Construction Company/Asphalt Production
Reeves is sales taxable;
BANK REFERENCES:
Sumter Bank & Trust Company
P. O. Box 767
Americus, Georgia 31709
229-924-0301
Account No.:00-01-19-2
Reeves Construction Depository
Mellon Bank
Mellon Bank Center
Pittsburgh, P A 15259
412-234-5656
Account No. 2-923-548
Demand Deposit
Yancey Brothers
P.O. Box 1087
Albany, GA 31707
229-435-6262
Vulcan Materials
P.O. Box 101131
Atlanta, GA 30392
770-458-4481
REEVES CONSTRUCTION CO.
TRADE REFERENCES
Carquest Auto Parts
300 N. Jackson ~treet
Americus, GA 31709
229-924-9053
Mathis-Akins
P. O. Box 45
Macon, GA 31202
478-746-5154
Transpower
P.O. Box 730
Albany, GA 31702
229-883-6550
Florida Rock Industries
P. O. Box 4667
Jackson\iUe, FL 32201
904-355-1781
Citgo Asphalt Rerming Co.
P.O. Box 406212
Atlanta, Ga. 30384
888-443-5706
Rinker Material
5868 Columbia Rd.
Grovetown, Ga. 30813
706-541-0187
Perry Bros. Oil Co.
P.O. Box 469
Americus, GA 31709
229-924-0306
Emergency Contacts:
Daniel R. Larrabee, Safety
John Cosgrove, Region Manager
Brian Regenhardt, Region Controller
706-731-5242
706-731-5254
706-731-5235
Cell: 706-527-9904
Cell: 706-339-4944
Cell: 706-214-0364
ADDITIONAL INFORMATION
Business Location:
Mailing Address:
Classification:
Phone:
FEDERAL ID:
One APAC Industrial Way, Augusta, GA 30907
POBox 1129, Augusta, GA 30903
Paving & Street Contractor
706-731-5230
58-0641369
Incorporated 1955, State of Georgia
Dun & Bradstreet Number: 606103737
Trade Style: Highway Construction Company/Asphalt Production
Region Controller: Brian Regenhardt
Location: Augusta, GA 30903
Bonding Company: Liberty Mutual
GADOT Capacity thru April, 2007: $260,500,000
GA License #: UC300349
GADOT Pre-qualified Contractors License #: 2RE390
SC License #: G 102922
Bond Request during past 3 Years: Approximately 300
Previous Work Performed:
Augusta State University Physical Plant Parking Area - Construction of2 parking lots
Love's Travel Shop - Thomson, GA -Sitework, Base, Paving
Pull-A-Part Used Parts- Augusta, GA - Grading, Utilities, Curb & Gutter, Base & Paving
Current Status of Contracts on Hand available if requested
It is against company policy to release rmancial information. For specific question,
please contact our Region Controller, Brian Regenbardt at 706-731-5230, or fax
written questionnaire to 706-731-5307.
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1 APAC Industrial Way
Augusta, Georgia 30907
Phone: (706)731-5230
Post Office Box 1129
Augusta, Georgia 30903
Facsimile: (706) 731-8620
Reeves Construction Company
East Region Office
Question 5
September 18, 2008
It is against company policy to release fmancial information. For specific question, please
contact our Region Controller, Brian Regenhardt at 706-731-5230, or fax written questionnaire
to 706-731-5307.
Personnel with authority to sign and execute bid and contract/subcontract docwnents include:
John Cosgrove, Assistant Secretary and Region Manager
Brian Regenhardt, Region Controller
Robert L. Land, President
Dan Garcia, Vice President of Operations
Bob Montgomery, Chief Financial Officer
BANK REFERENCES:
Swnter Bank & Trust Company
P. O. Box 767
Americus, Georgia 31709
229-924-0301
Account No.:00-01-19-2
Reeves Construction Depository
Mellon Bank
Mellon Bank Center
Pittsburgh, P A 15259
412-234-5656
Account No. 2-923-548
Demand Deposit
Grovetown Plant S04: (706) 210-1082 . Augusta Plant 602: (706) 731-8616
Statesboro Plant 801: (912) 681-2992. Millen Plant 884: (478) 982-4977
Statesboro Office Pbone: (912) 681-1491 Facsimile: (912) 681-1887
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REEVES CONSTRUCTION COMPANY
4931 Riverside Drive; Bldg. 200, Box 13, Macon, GA 31210
EQUAL EMPLOYMENT OPPORTUNITY AND AFFIRMATIVE ACTION
We believe that in order to make our corporate equal employment opportunity effort effective, each Reeves
employee must have a sense of personal commitment toward fulfilling our affirmative action objectives.
individual commitments ofthis kind will allow us to go beyond the minimum requirement of the law and help
create solutions to some of society's most difficult problems.
It is in that spirit that I want to reaffirm the polley of Reeves Construction Company - to make every aspect
of our relationship with fellow employees and applicants for employment free from discrimination and
harassment based on race, color, religion, sex, age, national origin, disability or veteran status. This pertains
not only to initial employment and working conditions but aiso to all actions affecting hiring, promotion and
transfer, training, compensation, benefits and termination of employment. Adherence to this policy and
compliance with the law is expected of all Reeves employees. Reeves Construction Company does not
discriminate against disabled applicants and employees, and it will make every effort to reasonably
accommodate applicants and employees with disabilities.
Reeves Construction Company Invites aU disabled veterans and Vietnam Era veterans and individuals with
disabilities who wish to benefit under the affirmative action program to identify themselves. This action shall
be voluntary and will remain confidential.
In offering employment or promotions to disabled veterans and Vietnam Era veterans and individuals with
disabilities, the contractor may not reduce the amount of compensation offered because of any disability
income, pension or other benefit the applicant or employee receives from another source.
Employees who believe they have been the subject of harassment or discrimination should report such acts to
the appropriate manager of their region or to the EEO Officer. Such reports wiJI be investigated promptly
and there will be no retaliation against any employee who reports such acts.
Kenneth Carter, EEO Officer, will continue to have responsibility for our Affirmative Action Program, to see
that it is effectively Implemented and to keep me informed of progress toward achieving the objectives of this
polley. Each region will continue making the decisions which affect their affirmative action efforts. In
conjunction with the Human Resources Department, each Region Manager will monitor the progress toward
meeting Its goals. The extent to which supervisors and managers successfully carry out this policy through
the organization they direct wiil be a factor in measuring their performance.
Non-seereeated Facilities: Reeves Construction Company does not and wOl not maintain or provide for its
employees any segregated facilities at any of its establishments, and we do not permit its employees to
perform their services at any location, under Its control, where segregated facilities are maintained. As used
in this statement, the term "segregated facilities" means any waiting rooms, work area, rest rooms and wash
rooms, restaurants and other eating areas, time clocks, locker rooms and other storage or dressing areas,
parking lots, drinking fountains, recreation for entertainment area, transportation, and housing facilities
provided for employees which are segregated by explicit directive or are in fact segregated on the basis of
race, color, religion, or national origin, because of habit, local custom or otherwise.
Reaffirmed 1-15.08
LA'/--/ ~~()
Robert L. Land, President
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THE AMERICAN INSTITUTE OF ARCHITECTS
AlA Document A310
Bid Bond
KNOW ALL MEN BY THESE PRESENTS, THAT WE Reeves Construction Company
P.O. Box 1129 1 APAC Industrial Way, Auausta, GA 30903
as Principal, hereinafter called the Principal, and liberty Mutual Insurance Company
8044 Montaomerv Road , Cincinnati. OH 45236
a corporation duly organized under the laws of the State of
as Surety, hereinafter called the Surety, are held and finnly bound unto
Massachusetts
City of Augusta, Georgia
. I
as Obligee, hereinafter called the Obligee, in the sum of Ten Percent (10%) of Tota1 Bid
Dollars ($ ),
for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs,
executors, administrators, successors and assigns, jointly and severally, firmly by these presents.
VVHEREAS, the Principal has submitted a bid for Bid Item 108-156
washington Road Intersection Improvements
NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with
the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or
Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt
payment of labor and materials furnished in the prosecution thereof, or in the event of the failure of the Principal to enter
such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the
penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith
contract with another party to perfonn the Work covered by said bid, then this obligation shall be null and void, otherwise
to remain in full force and effect.
Signed and sealed this
19th
day of
September
2008
A
B .
Attorney-in-Fact
Surety Phone No.
AlA DOCUMENT AJI0 . BID BOND. AlA . FEBRUARY 1970 ED. . THE AMERICAN
INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE..N.W., WASHINGTON, D.C1OOO6
(Seel)
(Seal)
mtle)
THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND.
this Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except In the manner and to
tfle extent herein stated.
2128494
LIBERTY MUTUAL INSURANCE COMPANY
BOSTON,MASSACHUSETTS
POWER OF ATTORNEY
.
KNOW ALL PERSONS BY THESE PRESENTS: That Liberty Mutual Insurance Company (the 'Company"), a Massachusetts stock insurance
company, pursuant to and by authority of the By-law and Authorization hereinafter set forth. does hereby name, constitute and appoint
ROSAUE A. MORESCO, PAMELA K. RIFE, PATRICIA O'CONNELL, SUSAN RAVID, ALL OF THE CrTY OF NEW YORK, STATE
OF NEW YORK ........ ......;..;..;..._................................. ....... ................ ............................................... ..... ................ ....................... ...........
...... ..... ... ......... ..... .................... ..... .............. ............................................. ................... ............ ...... ....... ..... ..... ... ... ... ..... ..... ..... ............................ ..... ............... ...........
, each Individually if there be more than one named, its true and lawful attomey-in-fact to make. execute, seal, acknowledge and deliver, for and on its
behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations In the penal sum not exceeding
FIFTY MILLION AND 001100************.......**** .. DOLLARS ($ 50,000.000.00***** . I each, and the
execution of such undertakings, bonds, recognizances and other surety obligations, in. pursuance of these presents, shall be as binding upon the
Company as If they had been duly signed by tile president and attested by the. secretary of the Company In their own prOper persons.
That this power Is made and executed pursuant to and by authority of the following By-law and Authorization:
ARTICLE XIII - Execution of Contracts: Section 5. Surety Bonds and Undertakings.
Any officer of the Company authortzed for that purpose In writing by the chairman or the president, and subject to such limitations as the >.
chairman or the president may prescribe, shall appoint such attorneys-in-fact, as may be necessary to act In behalf of the Company to make, as
execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such "CI
:g- attorneys-In-fact, subject to the limitations set forth in their respective powers of attomey, shall have full power to bind the Company by their =
o signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be III
g. as binding as if signed by the president and attested by the secretary. .i
"CI . ::s
oX ~ By the following instrument the chairman or the president has authorized the officer or other official named therein to appoint attorneys-in-fact: .Q
CIIl ~
as- C
.Q C Pursuant to Article XIII, Section 5 of the By-Laws, Gamet W. Elliott, Assistant Secretary of Liberty Mutual Insurance Company, is hereby as
~ ; authorized to appoint such attorneys-In-fact as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and _ C
l s, deliver as surety any and all undertakings, bonds, recognizances and other surety obligatlons. ~ ;!.
'" III That the By-law and the Authorization set forth above are true copies thereof and are now In full force and effect. '>ten
03 IIlW
~ ~ IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Company and the corporate seal of ~ g,
:= - Liberty Mutual Insurance Company has been affixed thereto in Plymouth Meeting, Pennsylvania this 26th day of Aool , := 0
~~ 2007 ~~
i U; LIBERTY MUTUAL INSURANCE COMPANY ~ "CI
s! Ii
i ~ r;~~) BY~..4- ,v. ~ ~ i
g 'tV ~\;,.,:;d.;' Gamet W. Elliott. Assistant Secretary .!!! 0
- ~ COMMONWEALTH OF PENNSYLVANIA ss ZC9 :; 9-
& 1;; COUNTY OF MONTGOMERY - en
as! Oc
~ -E On this mL day of ADol . .2QQZ. , before me, a Notary Public, personally came Gamet W. Elliott to me known, and acknowledged ~ $
o _ that he is an Assistant Secretary of Liberty Mutual Insurance Company; that he knows the seal of said corporation; and that he executed the above :2!
~ i Power of Attorney and affixed the corporate seal of Liberty Mutual Insurance Company thereto with the authority and at the direction of said corporation. j.8
; ~ IN TESTIMONY WH ~.:eunto subscribed my name and affixed my notarial seal at Plymouth Meeting, Pennsylvania. on the day and year ~ ~
= '" first above written. q;,; ~~OWWq (< . . e (lC)
~ ! f!l ~ <-s:. -y .mo/IIWeA!~~ V1.\( IA ~ . , j) -1-.1' .~ a
~ 5 T_~Not:lryf'ltlk By ~ ~ C 6
'" ~. ~ ,=~~ Ter'sa Pastella, Notary Public 8 u;
CERTIFICATE ~~~~v --..P",,"*lMnlAAwool_or__ ~.;.
I, the undersigned, Assls 'ecretary of Liberty Mutual Insurance Company, do hereby certify that the original power pf attorney of whIch the foregoing
is a full, true and correct copy, is in full force and effect on the date of this certificate; and I do further certify that tha officer or official who executed the
said power of attorney is an Assistant Secretary specially authorized by the chairman or the president to appoint attorneys-in-fact as provided In Article
XIII, Section 5 of the By-laws of Liberty Mutual Insurance Company.
This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the
following vote of the board of directors of Liberty Mutual Insurance Company at a meeting duly called and held on the 12th day of March, 1980.
VOTED that the facsimile or mechanically reproduced signature of any assistant secretary of the company. wherever appearing upon a
certified copy of any power of attorney issued by the company in connection with surety bonds, shall be valid and binding upon the company
with the same force and effect as though manually affixed.
IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said company, this
By~4
Davi M. Carey, Ass 't Secretary
day of
.~~..
,""T- -"')',.
if '~.l$
..~~
.'
"
THE AMERICAN INSTITUTE OF ARCHITECTS
AlA Document A312
Performance Bond
Bond No. 014049132/8952497
Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable.
N'
,
Reeves Construction Co.
4931 Riverside Drive, Bldg. 200
Macon, GA 31210
/"
SURETY (Name and Principal Place of Business):
Liberty Mutual Insurance Company I
Fidelity and Deposit Company of Maryland
CONTRACTOR (Name and Address):
OWNER (Name and Address):
Augusta-Richmond County Board of Commissioners
530 Green Street
Augusta, GA 30911
CONSTRUCTION CONTRACT
Date: September 19, 2008
Amount: ($ 721 ,461.40 ) Seven Hundred Twenty One Thousand Four Hundred Sixty One Dollars and
40/100
Description (Name and Location):
Bid Item # 08-156, Washington Road Intersection Improvements for the Engineering Department
BOND
Date (Not earl ier than Construction Contract Date): December 15, 2008
Amount: ($ 721,461.40 ) Seven Hundred Twenty One Thousand Four Hundred Sixty One Dollars and 40/100
Modifications to this Bond:
~
None
o
See Page 3
CONTRACTOR AS PRINCIPAL
Company:
Reeves Consti'uction Co.
(Corporate Seal)
SURETY
Company:
See Attached Signature Page
(Corporate Seal)
>
. ~ \f:) ~~ ~2..
Slgnatur. ;;:;A-\..L-..A ~ ~~}t)....,- ~~AL(
Name an "itle: ~
(Any additional signatures appear on page 3)
Signature:
Name and Title:
Address:
Attorney-in-Fact
(FOR INFORMA TlON ONLY-Name, Address and Telephone)
AGENT or BROKER:
Willis of New York, Inc.
One World Financial Center, 200 Liberty Street
New York, NY 10281
212-915-8888
AlA DOCUMENT A312 ~ PERFORMANCE BOND AND PAYMENT BOND ~ DECEMBER 1984 ED ~ AIM
THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE" NW., WASHINGTON, D,C. 20006
THIRD PRINTING ~ MARCH 1987
OWNERS REPRESENTATIVE (Architect, Engineer or
other party):
A312-1984 1
1 The Contractor and the Surety, jointly and severally, bind
themselves, their heirs, executors, administrators, successors and
assigns to the Owner for the performance of the Construction
Contract, which is incorporated herein by reference.
2 If the Contractor performs the Construction Contract, the Surety and
the Contractor shall have no obligation under this Bond, except to
participate in conferences as provided in Subparagraph 3.1.
3 If there is no Owner Default, the Surety's obligation under this
Bond shall arise after:
3.1 The Owner has notified the Contractor and the Surety at
its address described in Paragraph 10 below that the Owner
is considering declaring a Contractor Default and has
requested and attempted to arrange a conference with the
Contractor and the Surety to be held not later that fifteen
days after receipt of such notice to discuss methods of
performing the Construction Contract. If the Owner, the
Contractor and the Surety agree, the Contractor shall be
allowed a reasonable time to perform the Construction
Contract, but such an agreement shall not waive the
Owner's right, if any, subsequently to declare a Contractor
Default; and
3.2 The Owner has declared a Contractor Default and
formally terminated the Contractor's right to complete the
contract. Such Contractor Default shall not be declared
earlier than twenty days after the Contractor and the Surety
have received notice as provided in Subparagraph 3.1; and
3.3 The Owner has agreed to pay the Balance of the
Contract Price to the Surety in accordance with the terms of the
Construction Contract or to a contractor selected. to perform the
Construction Contract in accordance with the terms of the contract
with the Owner.
4 When the Owner has satisfied the conditions of Paragraph 3, the
Surety shall promptly and at the Surety's expense take one of the
following actions:
4.1 Arrange for the Contractor, with the consent of the
Owner, to perform and complete the Construction Contract;
or
4.2 Undertake to perform and complete the Construction
Contact itself, through its agents or through independent
contractors; or
4.3 Obtain bids or negotiated proposals from qualified
contractors acceptable to the Owner for a contract for
performance and completion of the Construction Contract,
arrange for a contract to be prepared for execution by the
Owner and the contractor selected with the Owner's
concurrence, to be secured with the performance and
payment bonds executed by a qualified surety equivalent to
the bonds issued on the Construction Contract, and pay to
the Owner the amount of damages as described in
Paragraph 6 in excess of the Balance of the Contract Price
incurred by the Owner resulting from the Contractor's
default; or
4.4 Waive its right to perform and complete,
arrange for completion, or obtain a new contractor
and with reasonable promptness under the
circumstances:
.1 After investigation, determine the amount
for which it may be liable to the Owner and,
as soon as practicable after the amount is
determined, tender payment therefor to the
Owner; or
.2 Deny liability in whole or in part and notify the
Owner citing reasons therefor.
5 If the Surety does not proceed as provided in Paragraph 4 with
reasonable promptness, the Surety shall be deemed to be in default
on this Bond fifteen days after receipt of an additional written notice
from the Owner to the Surety demanding that the Surety perform its
obligations under this Bond, and the Owner shall be entitled to
enforce any remedy available to the Owner. If the Surety proceeds
as provided in Subparagraph 4.4, and the Owner refuses the
payment tendered or the Surety has denied liability, in whole or in
part, without further notice the Owner shall be entitled to enforce
any remedy available to the Owner.
6 After the Owner has terminated the Contractors right to complete
the Construction Contract, and if the Surety elects to act under
Subparagraph 4.1, 4.2, or 4.3 above, then the responsibilities of the
Surety to the Owner shall not be greater than those of the Contractor
under the Construction Contract, and the responsibilities of the
Owner to the Surety shall not be grater than those of the Owner
under the Construction Contract. To the limit of the amount of this
Bond, but subject to commitment by the Owner of the Balance of the
Contract Price to mitigation of costs and damages on the
Construction Contract, the Surety is obligated without duplication
for:
6.1 The responsibilities of the Contractor for correction of
defective work and completion of the Construction
Contract;
6.2 Additional legal, design professional and delay costs
resulting from the Contractor's Default, and resulting from
the actions or failure to act of the Surety under Paragraph 4;
and
6.3 Liquidated damages, or if no liquidated damages are
specified in the Construction Contract, actual damages
caused by delayed performance or non-performance of the
Contractor.
7 The Surety shall not liable to the Owner or others for obligations of
the Contractor that are unrelated to the Construction Contract, and the
Balance of the Contract Price shall not be reduced or set off on
account of any such unrelated obligations. No right of action shall
accrue on this Bond to any person or entity other than the Owner or
its heirs, executors, administrators or successors.
8 The Surety hereby waives notice of any change, including changes
of time, to the Construction Contract or to related subcontracts,
purchase orders and other obligations.
9 Any proceeding, legal or equitable, under this Bond may be
instituted in any court of competent jurisdiction in the location in
which the work or part of the work is located and shall be instituted
within two years after Contractor default or within two years after the
Contractor ceased working or within two years after the Surety refuses
or fails to perform its obligations under this Bond, whichever occurs
first. If the provisions of the Paragraph are void or prohibited by law,
the minimum period of limitation available to sureties as a
AlA DOCUMENT A312 ~ PERFORMANCE BOND AND PAYMENT BOND ~ DECEMBER 1984 ED ~ AIA~
THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., NW., WASHINGTON, D.C. 20006
THIRD PRINTING ~ MARCH 1987
A312-1984 2
ATTACHMENT TO BOND NO. 014049132/8952497
SURETIES
Surety A
Liberty Mutual Insurance Company
8044 Montgomery Rd
Cincinnati, OH 45236
212-915-8888
State of Incorporation: MA
Limit of Liability: 50%
Surety B
Fidelity and Deposit Company of Maryland
3910 Keswick Rd
Baltimore, MD 21211
212-915-8888
State of Incorporation: MD
Limit of Liability: 50%
Surety C
State of Incorporation:
Limi t of Liability:
By:
Stacy
By:
Stacy Riv
By:
, Attorney-In-Fact, _ '
'/,
"
-
, Attorney-In-Fact
.. - i ~. .
;;. ---- ,-
---.;.-, ..:
_ r-.
-~ ~-......'- ~~~
~ "p;~' " ..~
\
/
J
c
defense in the jurisdiction of the suit shall be applicable.
10 Notice to the Surety, the Owner or the Contractor shall be mailed
or delivered to the address shown on the signature page.
11 When this Bond has been furnished to comply with a statutory or
other legal requirement in the location where the construction was to
be performed, any provision in the Bond conflicting with said
statutory or legal requirement shall be deemed deleted herefrom and
provisions conforming to such statutory or other legal requirements
shall be deemed incorporated herein. The intent is that this Bond
shall be construed as a statutory bond and not as a common law bond.
12 DEFINITIONS
12.1 Balance of the Contract Price: The total amount
payable by the Owner to the Contractor under the Construction
Contract after all proper adjustments have been made, including
allowance to the Contractor of any amounts received or to be received
MODIFICATIONS TO THIS BOND ARE AS FOLLOWS:
by the Owner-in settlement of insurance or other claims for damages
to which the' Contractor is entitled, reduced by all valid and proper
payments made to or on behalf of the Contractor under the
Construction Contract.
12.2 Construction Contract: The agreement between the Owner the
Contractor identified on the signature page, including all Contract
Documents and changes thereto.
12.3 Contractor Default: Failure of the contractor, which has neither
been remedied nor waived, to perform or otherwise to comply with
the terms of the Construction Contract.
12.4 Owner Default: Failure of the Owner, which has neither been
remedied nor waived, to pay the Contractor as required by the
Construction Contract or to perform and complete or comply with the
other terms thereof.
(Space is provided below for additional signatures of added parties, other than those appearing on the cover page.)
CONTRACTOR AS PRINCIPAL
Company:
(Corporate Seal)
Signature:
Name and Title:
Address:
SURETY
Company:
See Attached Signature Page
(Corporate Seal)
Signature:
Name and Title:
Address:
Attorney-in-Fact
AlA DOCUMENT A312 c, PERFORMANCE BOND AND PAYMENT BOND C, DECEMBER 1984 ED. C, AlAS;
THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006
THIRD PRINTING C, MARCH 1987
A312-1984 3
AlA DOCUMENT A3121; PERFORMANCE BOND AND PAYMENT BOND I; DECEMBER 1984 ED I; AlA::;
THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., NW., WASHINGTON, D.C. 20006
THIRD PRINTING I; MARCH 1987
A312-1984 4
THE AMERICAN INSTITUTE OF ARCHITECTS
AlA Document A312
Payment Bond
Bond No.014049132/8952497
Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable,
CONTRACTOR (Name and Address):
SURETY (Name and Principal Place of Business):
Liberty Mutual Insurance Company 1
Fidelity and Deposit Company of Maryland
Reeves Construction Co.
4931 Riverside Drive, Bldg. 200
. Macon, GA 31210
OWNER (Name and Address):
Augusta-Richmond County Board of Commissioners
530 Green Street
Augusta, GA 30911
CONSTRUCTION CONTRACT
Date: September 19, 2008
Amount: ($ 721,461.40 ) Seven Hundred Twenty One Thousand Four Hundred Sixty One Dollars and
40/100
Description (Name and location):
Bid Item # 08-156, Washington Road Intersection Improvements for the Engineering Department
BOND
Date: (Not earlier than Construction Contract Date): December 15, 2008
Amount: ($ 721,461.40 ) Seven Hundred Twenty One Thousand Four Hundred Sixty One Dollars and
40/100
Modifications to this Bond: 0 None KJ See Page 6
CONTRACTOR AS PRINCIPAL
Company:
Reeves Constructi9n.Co.
(Corporate Seal)
SURETY
Company:
See Attached Signature Page
(Corporate Seal)
-c:
~
. . - ~ j . ~J ~t..
Slgnatur '. .: ~h' (-
Name and: .:
- .- "-
(Any additional signatures appear on page 6)
Signature:
Name and Title:
Attorney-in-Fact
(FOR INFORMA TlON ONL Y-Name, Address and Telephone)
AGENT or BROKER:
Willis of New York, Inc,
One World Financial Center, 200 Liberty Slreet
New York, NY 10281
212-915-8888
OWNERS REPRESENTATIVE (Architect, Engineer or
other party):
Bond shall be construed as a statutory bond and not as a
common law bond.
14 Upon request by any person or entity appearing to be a
potential beneficiary of this Bond, the Contractor shall
promptly Furnish a copy of this Bond Or shal/ permit a copy
to be made, .
15 DEF/NrTJONS
15.1 Claimant: An individual or entity having a direct
can tract with the Contractor or with a subcontractor of
the Contractor to furnish labor, materials or equip-
ment {or use in the performance of the Contract. The
intent of this Bond shall be fa include Without lImita-
tion in the terms "Jabor, materials or equipment" that
part of water, gas, power, light, heat. oil, gasoline,
telephone service or rental equipment used in the
MODtFlCATIONS TO THIS BOND ARE AS FOLLOW$.:
Construction Contract, architectural and engineering
services required for performance of the work of the
Contractor and the Contractor's subcontractors, and
all other items for which a mechanic's lien may be
asserted in the jurisdiction where the labor, materials
or equipment were furnished.
15.2 ConstructionContract: The agreement betwe~n
the Owner and the Contractor identified on the sig-
nature page, including all Conlract Documents and
changes thereto.
15.3 Owner Defauft: Failure of the Owner, which has
neither been remedied nor waived, to pay the Con.
tractor as required by the Construction Contract or to
perform and complete or comply with the other terms
thereof.
Sub paragraph 4..3 is added as follows: .
4.3 CWmant. has furnished 1.0 Surety proof of claim duly sworn to !Jy Claimant, aloog with adequare supporting documentation which
proves the 1I1ll0unt claimed is due a:nd payable, "
Paragraph 5 is amal.ded as tallows:
5 If a notice required by paljIgraph 4 is given by Owner to the Contractor and to the Surety, that is sufficient compliance.
Paragraph 6 is deleted in its entirety and t.~e following is substituted in its place: .
6 When the Claimant has satisfied the conditions of Paragraph 4, IIOd has submitted all supporting docurnenta.tion ll1ld !mY proof of
claim requested by the Surety, the Surety shall, within a r=lOI1able period.oftimc, notifY the Claj~ of the ll.lQounts that are undisputed
IIOd the basis for challenging lIl1Y 801oun13 that are disputed, including, but not limited to, the lack: of substantiating documentation to
support the claim as to eo:t.itle:oicnt or amount, Ilt1d the Surety sball, within a {easonabJe pe:dod oftirne, payor make ammgOlllents for
payment of any lJndisputed amount; provided, however, that the failure of the Surety to timely discharge its obligations under this
paragraph or to dispute C1f identify lllly specific defense to all or any part of a claim shall not be deemed to be an admission of liability by-
the Surcry as to ~ claitn or otherwise consli1ute ll. waiver of the Contrnctor's or Surety defenses to, C1f right to dispute such claim.
Rather, !he Claimant shall ba-ve the immediate right, without further notice, to bring suit against the Surety to enrorce any remedy
available to it under thb: Bond.
(Space is provided below for additional signatures of added parties, other than those appearing on the cover page,}
CONTRAcrOR AS PRINCIPAL
Company:
(Corporate Se.:lt)
Signature:
Ndme andTJtle:
Md ress:
SURETY
Company:
(Corporate Seal)
Signature:
Name ~ TItle:
Addres$l
Atfom...-y-in-F:act
AlA DOcuMENT 10.312 c:. PERFO~CE BOND NW PAYMENT BOND ~ DECEMBER 1984 ED. ~ AJM
THE MrtER1CAN INSTITlITE OF ARGllTECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006
THIRD PRlNTING~RCH 1987
A312.198~ 6
ATTACHMENT TO BOND NO. 014049132/8952497
SURETIES
Surety A
Liberty Mutual Insurance Company
8044 Montgomery Rd
Cincinnati, OH 45236
212-915-8888
State of Incorporation: MA
Limit of Liability: 50%
By:
Stacy
Surety B
Fidelity and Deposit Company of Maryland
3910 Keswick Rd
Baltimore, MD 21211
212-915-8888
State ofIncorporation: MD
Limit of Liability: 50%
By:
Stacy Rive
Surety C
State of Incorporation:
Limit of Liability:
By:
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THIS POWER OF ATTORNEYIS NOTVALlDUNLESSIT IS PRINTED ON RED BACKGROUND. '. ..... ......i/i>~:
This Power of Attorney limits the acts of those named herein, and thEly have no authority to bind the Compahyexcept in themallllejoand to:
the extent herein stated. . . , -
LIBERTY MUTUAL INSURANCE COMPANY
. BOSTON; MASSACHUSETTS
. POWER OF ATTORNEY
,KNOW ALL PERSONS BYTHESEJPRESENTS: . That Liberty Mutual Insurance Company (the "Company"), a Massachusett~~tock:in~Jr~~ce'
company, pursuant to and by authority of the By-law and Authori~ationhereinafter set forth, does hereby name, constitutE:! and appoint ._. .'<<"_'
.' JEl:\NNElTE PORRINI,STACY RIVERA; ALL OFTH(:CIT'(:OF=FARMINGTON,STATEQFCONNECTICUT ;;.;..~;.;.:..;:.~;:;>
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,each individually if there be mbl'ethanone)..arned,.itstr~~andlaWtul attorriey-in-facrtorn~ke. execute, seal,'ackribWfedge arid deliver;fol' and onitsj
behalf as surety and as its act and deed. any and all U1idertakings, bonds, recognizances and other surety obligations in the penal sum not exceeding
FIFTY MILLION AND 00/100******************** ." '. DOLLARS ($ 50,000,000.00***** '.' '. ' )each,andthe '
execution of such undertakings, bonds, Jecognizances <indother surety obligations,inpursuaric~oHhesepresen!s, shan.be as bi~ding upon:th.e
Col11panyas ifthey had been duly sfgne~bYthe presidental1dattested by thE!secretarY6ft~e ComPiiny in their own proper persons.:<~ . .
,That this power is made and executedpl1~iGant to and bYc{l1thoritYofthefoilov;ii~g By-lawil~dAuthoj-iiatiOri:: .
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1m By the following instrument the chairman or the president has authorized the officer or other official named therein to appoint attorl1eys~ill-fact:<
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!;~ That the By-law and the Authorization set forth above a.re true copies thereof and are now in full force and effect.
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i'':: COMMONWEALTH OF PENNSYLVANIA ss
r l<< COUNTY OF MONTGOMERY
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F:>- IN TESTIMONY WH
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Pursuant to Article XIIl,Section 5 of the By-La'Ns, Garnetw. Elliott, Assistant Secretary of Litierty MutualinsuranceCornpany.:ish~rebY
authorized.to appoint such attorneys-in-fact as may be necessary to.act in behalf of the Compariyto make, execute,seal;ackno\'iledge.and
deliveras surety any and all undertakings, bonds, recognizances and other surety obligations~ '. .. " .
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.IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Company and ttie corporate seal of
Liberty Mutual Insurance Company has been affixed thereto in Plymouth Meeting, Pennsylvania this . 31 stdayofJulV .'. .... ':,.,. C',
2008 .
LIBERTY MUTUAL INSURANCECOMPANY.c, >.
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Garnet W: Elliott, ,Assistant Secretary .C,.... '.
On this ~ day of Julv , 2008 , before me, a Notary Public, personally came Garnet W, Elliott,tomeknown,'and aCk~owl~dged
that he is an Assistant Secretary of Liberty Mutual Insurance Company; that he knows the seal of said corporation; and that he executed the above
Power of Attorney and affixed the corporate seal of Liberty Mutual Insurance Company thereto with the authority and at thediiection of said corporation:
-'-.:-. b1al Sl>lli'. .-_-- _'.
r~ Pool. Noialy PuI:lik:
~Twp., Mootgcmely Ccv1ty. .... ....
My~ ExpirooMar.:re.2009-
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nto subscribed my name and affixed my notarial seal at Plymouth Meeting, Pennsylvania/on the day and year
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CERTIFICATE
I, the undersigned, Assistan taryofLiberty Mutualll'l~urance Comp;iny,dO herebyci~rtify th~tth~original p();,v~r,of attorney Clfwhichthe,fClregOing
is afull,true and correct copy, is in full Jorce and effectorithedateofthiscertificate;andJdofurthercertifythattheofficer or official who executedthe:
said power of attorney is an AssistantSecretary specially authoitiedbythechairman orJhe presidenfto'appoirifattorneyscin-fact as provideq in Article .'
XIII, Section 5 of the By-laws of Liberty Mutual Insurance Company.
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This certificate and the above power of attorney may be signed by facsimile or mechanicallYJeproduced signatures under and by, authoritY of .the
following vote of the board of directors of Liberty Mutual Insurance Company at a meeting duly called and held on the 12thda.y of M~rchi1980:' '.
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VOTED that the facsimile or mechanically reproduced signatureat' any assistant secretary of the company,whereverappearinguponau:>
certified copy of any power of attorney issued by the company in COMection with surety. bonds, shall be valid andbindirig upon the cOl1lpany,-- ......
with the same force and effect as though manually affixed. .' . ',,' ".. . . , '.
II'tZEST.IMONY WHEREOF Aha. V! ~eunto subscribe~. my n~me an.;l'affixed.:.th(c. o. rp. orate seal of the said company, this
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l. lo.... (l'M2A. Uno 34. ColumnS) .................. ......... .............n.n ............ ....... ..... . ........~.~~.~.~~.~~! ...........1!!.~.~,~~1~
2. Relnsurancepayabltl OIIpMllosses atldJou ad'jUltmenle.pwes (Schedule F. Part 1. CcI\l11l116).. ............. .......... . ......... ...I.l!t!,~t~,~! .............).~~.~n..~r(
3. loss edjusmelllexpenses (part 2A.lJne 34.Cdlllllll9). n........ ........... ...... ....... ........... ..... .............. ... ...n.. ~~!.~~.~.~~ ...........?.p~~.Ml.O,m
4. Comniltion. payable.conlingenlcommfssionsll1d olliars1m'larchlllG8S................. ..... ...... ....... ..... ....:.. .. ...... .....I.~..~~~t~ .............~.~.~?~Q~
5. OlhIll'e.pellSe$ (wuding Iaxes. fic:enses aMra..) ....... ..... ........... ............................ .... .............. ... ..... ....~~~..~~ ... ..... .....~~~,~~~~~
6. Taxes. BoeIlSe$ ind rees Cexdudingfederal end fordgnlncocne \aXes) ..;....... .......................................... ............~.~~Q\~?~ .......... ...~,~\~?
7.1 Curren! rederaI and ror.ign 1ncome1axes Qncludlng $ ... ......... ....~. on reagud caplbl gains (losses)) ................ . ......... .............. .. ..n....... ............
7.2 Neldererredl8xliabifily. ............ .. ................. .......... ............ .......... ... .......... ..... ......... .............. .....n..................
8. Borrowed rnonerS......~~~..~~~. andlnteleSllheteon S .. ......~~.~...................................... .......... ........ .......I,~~M.~ ..... ........ ..)J!lM~1
9. Uneamed pIeIIiIms (PallIA, Une 31. Co!lI11n 5) (alIer deducting unearned premiums fer ceded ~nsvrance or
g?:l!,~7,?~. and Including warranty reseMIS 01$ ............ ..~.I........ ......................... .... ............. .... ..:.. .~,~!M~M~~ .......... .~,!.t:t?ct~~~1
10. Advancepreniurn .................................... ......................~....................;............... ...... .............A~.~.~Q ........ ......?;!.~~.1.~
11. Dilidends declared and unpaid:
11.1 stodd1oldm..... ........... ......... ....... ......... .............. ........ ....................... .......... ..... .... ..... ..... .......... .............. ...........
11.2 PoIicylddets ........................... ............ .............. ........................"........... .......... .... ..........t.~~.~~ ...............;~.~~~
12. Ceded re1nsul3l1Cepmmlums payable CnetofceQllgcomaissions) .................... ......... .......................... .. ..........~!,~~.11!! ..... ........~~~.t~~,~~!
13. Funds held by company undet reinsltance lrea6e. (SchedlleF. Pall 3, ColuIllll19)....... ................................. ...........I,~?~.t.~,~ ........ ....lJ~~~~~~1?
14. Arnounlswllhheldarrelalned by~anyfor IlCCOIIIltolollters .. ......... ..... ..... ............... ............. ......... .... ........ AAM~.~!! .......... ...~!~..~!,~?
15. Renitlances andilemsnolallocaled... .......... ...... .................... ........ ........... ...........n n........... .... ..... ............... ................ .........
16. PRl1olsl0ArOlrelnslllalCe (Schedule F.Pall 7) ........ ...................... ....... .......... ....... ..................... ......... ....I.tM~M~ ..... ,........gq,q{?~~
11. Neta~lIStmelllsln assets and liabili1i..due to rorelgAexchangerales .............. ......... ....... ............ .......... ............ ............ ..... ....... ....... .....
18. Oraft$ outslanding.. .............. ........................ ..... ...... ........ ......................... .... ............. .... .........~~<~~,~ .., ..........~~~.~E~~
19. Payable to parent, .ubsldia1es andalllllales .... ............. ....... ..... ......... .. ......... .............. ....... .... .... .........~.1.~.n,4.~~ ..... ........ .1.~~,I!<!~~p
20. Payable far $SCuri~es ...... ................ ......... ......................... ......... .................... ............. .. .:......... ~.!.~,~~ ............. ~{~.~~~?P
21. Uabilyfor 8IIlOunls held under lIlinsured plans ...... ........ .......... ........................... ........ ........ ...... .... ......... ........... ................... ......
22. ~1a1 nole$ S ........... ..~. endlnterest lhereon $........ ..... .!!................ ............. ............. ......... .... ..... ..... .......... .........................
23. Aggregate lWiI..iIls r<<<<abllities ..... ....... ................... .......... ....... ..... .... .... .... ...................... ...........J~?P..?!l9,~ ............P.!i~,~~,~1
24. TolaI6abaiU.. exdOOing protected cellliabililies (Unesllhrough 231.... ......... ...... ......... ............. ............. .... .....~~.~'.~!~ ..... ......1.~,?~.~.~9
2S. ProleCled ceO rrabffill..
26. TolalliabDilies (lines 24'~~d'25i: :::: :::: :::::::::::::::::::: :::::::: :::::::::: :::::::: ::::::: :::::::: :::::::::::::::::: 23.005 904.618 19.981.883.060
27. AggregalaV<<i\Hls ferspech~ surpuslundS . .. ........ ........... ................... ....... .................... ...... .. ..........~.~..~~~.~? ... .......... ~tM~~.~~
28. ConvnoA capllal stock .... ........ ....... .... ...... ....................................... ................... ......... .... .........~!!.P!ll!.5!I!<! ............. ..1.0,!J!!l!.)!(19
29. Prel'emlcfcapllalslDCk....................... ..... .................... .... ........... ............................. ........................ .........................
30. Aggrega"'wrilIHns for otIier 1ha.speciahtupfu. runds .. ....... .. .. ...... ............. ..............I..~!!1!<! ......1..~JlA'~
31. SUrplu.notes........................................................... .......................... ................. .............~~!,~W! .............,P.l.~.~,4;!!
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34. less treasury stock. at cost
34.1 ....... ....!!. sharescormlOn {valuelnduded InUne 28 $... ......... ...!! .1.......................... ............. .... ......... ........... ................ .........
34;2 . ..........!!. shares prefeaed C"'uelndudedlnUne 29 S ........... ..... !1.I....................... ........ ......
35. SurplllS~reg~~~der~(lInes'lT1033.1ess 341 (page 4.lJne39) ............................. ..................
36. TOTAlS u'aae z. LiII8 ~ CcI. ~J '.,
11 823 299 054
34 829 204.572
9 95' 129 02t
29 920 012089
AIInuafSlalemeAtlorthlyeu200101lhe . ....P~!'!Y MH~l;I~l.Jn.~!!~.I!~.4!.l!.9!!l.J?~':1t. ...
LIABILITIES, SURPLUS AND OTHER FUNDS
1
Current Year
2
Prior Year
DETAI~S OF WRlTE4NS
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2303. ~rAA!le!~.~{l!lM.\'!l!~~.P!!~L...... .................... ......... ......... ............ .............. ........... .... ........~tQl1.~~ .............:CM,~11,1~1
2398. SUlMlatyofremlinlAgvnile-ins (or lJne23 fi'cmovedlowpage... .............. ........... ..... ......................... 251220358 490520728
2399. TolD's 'nes 23lir Ihro h 2303 239 . e 23 above (679.769.042 ,GOO.531
2701. ~.e~~-'ll'.J!I.~ ~Ql}l~~.~!l~!~.M~~.... .......... ............ .................. ....... ................ ......... ............MMtMq? .............~lM~M~
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2799. Totels nes2701lhr h2703 1..2 . 27abo\18 948,675,402 811,135.623
3001. ~~.~.............................. .......................................................................... ...............t-1Rl!.!lJlI! ................1,WAl9.fl
3002.
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3099. Totals 3001 h3003p1us3O e30abova 1,250.000 1.250.000
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Power of Attorney
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
COLONIAL AMERICAN CASUALTY AND SURETY COMPANY
KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, and the
COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, corporations of the S aryland, by
THEODORE G. MARTINEZ, Vice President, and GREGORY E. MURRA&mi' As . s t ~ ~ . ursuance of authority
granted by Article VI, Section 2, of the By-Laws of said companie~, . n t side hereof and are
hereby certified to be in full force and effect on the date her ml PI: ppoint Jeannette
PORRINI and Stacy RIVERA, both of Farmi , <> wful agent and Attorney-in-Fact,
to make, execute, seal and deliver, f~r ~s " sur, a i no deed: any and all bonds and
undertakings, and the exec . Of('0f1 ~W or . p suance of these presents, shall be as binding upon said
Companies, as fully e td-!l~n , as if they had been duly executed and acknowledged by the
regularly elected of r~t ~ i Ice in Baltimore, Md., in their own proper persons. This power of attorney
revokes that issued '" JeMt tte PORRINI, Sara GLOGOWER, Dawn M. GODFREY, dated August 22, 2003.
The said Assistant ~re does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article VI,
Section 2, of the By-Laws of said Companies, and is now in force.
IN WITNESS WHEREOF, the said Vice-President and Assistant Secretary have hereunto subscribed their names and
affixed the Corporate Seals of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, and the COLONIAL
AMERICAN CASUALTY AND SURETY COMPANY, this 6th day of August, A.D. 2004.
A TIEST:
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
COLONIAL AMERICAN CASUALTY AND SURETY COMPANY
~-< 11/11-6
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By:
Gregory E. Murray Assistant Secretary
Theodore G. Martinez
State of Mary land } ss.
City of Baltimore .
On this 6th day of August, A.D. 2004, before the subscriber, a Notary Public of the State of Maryland, duly
commissioned and qualified, came THEODORE G. MARTINEZ, Vice President, and GREGORY E. MURRAY, Assistant
Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, and the COLONIAL AMERICAN
CASUALTY AND SURETY COMPANY, to me personally known to be the individuals and officers described in and who
executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn,
severally and each for himself deposeth and saith, that they are the said officers of the Companies aforesaid, and that the seals
affixed to the preceding instrument is the Corporate Seals of said Companies, and that the said Corporate Seals and their
signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said
Corporations.
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above
written.
B//JLJ
- '-- --
Dennis R. Hayden-, Notary Public
My CommissiOliExpires: February 1,2009
POA-F 142-0587A
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CompanIes
FIDELITY AND DEPOSIT COMPANY
OF MARYLAND
3910 KESWICKROAD, BALTl110RE, MD 21211-2226
Statement of Financial Condition
As Of December 31, 2007 .
875,904
70,455,734
43,430,120
114,761,758
ASSETS
. Bonds ............................................................................................................................................... $ 152,119,394
Stocks .......................... ............ ...m............ ...... ....................... ....:...... ................m .....m.. ... .......... ..... 43,598,075
Cash and Short Term InvestInents ....................................;......m..................................................... 58,417,758
Reinsurance Recoverable ...........~...... ........ ...................... ............. ........ ....... ........ ....... ........ .............. 20,969,268
Other Accounts Receivable ........ ........... ......... ............... ...................... ............... ..... ................ ......... 40,255,904
TOTAL ADMIlTED ASSETS ........................................................................................................ $ '315,360,399
LIABILITIES, SURPLUS AND OTHER FUNDS
Reserve for Taxes and Expenses ........................................................................:..m........................ $
Ceded ReinsUIance Prenllums Payable ..........................................:.................................................
Securities Lending Collateral LiabilitY ..............................................;..............;..............................
TOTAL LIABILITIES.. ............ .......... .......... ............... ...... ............. .............. ............... ......... .......... $
Capital Stock, Paid Up ......................................................................................... $ 5,000,000
Surplus .......... ............... ......... ........m. ..... ..... ................ .............................. ..:....... 195,598,641
Surplus as regards Policyholders........... ... .............. .... ........ .......... ..m......... ....... ....... ....... .................
TOTAL .... ..........n.............................n............ ......... .:................................................................. $
Securities carried at $34,597,845 in the above statement are deposited as required by law.
200,598,641
315,360,399
Securities carried on the basis prescnbed by the National Association ofInsurance Commissioners. On the basis of
December 31,2007 market quotations for all bonds and stocks owned, the Company's total admitted assets would be
$315,825,091 and surplus as regards policyholders $201,063,333.
I, DAVIDA. BOWERS, Corporate Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby
certifY that the foregoing statement is a correct exlubit of the assets and liabilities of the said Company on the 31st
day of December, 2007.
~
State of lliinios
} SS:
City of Schaumburg
Subscribed and sworn to, before me, a Notary Public of the Stale of IIIino.is, in the City of Schaumburg, this 14th day of March, 2008.
MiWo{;k~
t.t'......
Corporate Secretary
No/ary Public
This certificate is executed by LIBERTY MUTUAL INSURANCE GROUP as respects such insurance as is afforded by those Companies
NM772
Certificate of Insurance
THIS CERTIFICATE ISSUED AS A MATTER OF INFORMATION. ONLY AND CONFERS NO RIGHT UPON YOU THE CERTIFICATE HOLDER. THIS CERTIFICATE IS NOT AN
INSURANCE POLICY AND DOES NOT AMEND, EXTEND, OR ALTER THE COVERAGE AFFORDED BY THE POLICIES LISTED BELOW.
4931 Riverside Drive
Building 200 Box 13
I Macon
GA 31210
NAME AND
ADDRESS
OF INSURED
~
Libert):,
Mutual~
This is to Certify that
I REEVES CONSTRUCTION COMPANY
I
is. at the issue date of this certificate, insured by the Company under the policy(ies) listed below. The insurance afforded by the listed policy(ies) is subject to all their terms, exclusions and
Conditions and is not altered by any requirement. term or condition of any contract or other document with respect to which this ccnificatc may be issued.
EXP DATE
TYPE OF POLICY o CONTINUOUS POLICY NUMBER LIMIT OF LIABILITY
o EXTENDED
IZl POLICY TERM
WORKERS WC7 -631-004125-778 COVERAGE AFFORDED UNDER WC El\fi'LOYERS LIABILITY
4/1/2009 LAW OF THE FOLLOWING STATES:
COMPENSATION GA Bodily 11~ry by Accident
1 000 000 Each ACCIdent
Bodily lojury By Disease
$1 000000 .-
Bodily Injury By Disease
$1 000 000 c...._,
GENERAL LIABILITY 4/1/2009 TB2-631-004125-788 General Aggregate-Other than Products I Completed Operations
$2 000 000
G2l OCCURRENCE Products I Compleled Operations Aggregate .
-$2 000 000
o CLAIMS MADE Bodily Injury and Property Damage Liability
~2 000 000 Per Occurrence
I RETRO DATE I Personal Injury $2 000 000 Pcr Person I Organization
Olher nr~r .
ncludes:Per Job Aggregate an edlcal Payments:$10,OOO
.y",,'
AUTOMOBILE 4/1/2009 AS2-631-004125-798 Each Accident Single Limit
LIABILITY $2,000,000 B.I. And P.O. Combined
o OWNED Each Person
[;::1 NON-OWNED Each Accident or Occurrence
[;::1 HIRED Each Accident or Occurrence
OTHER
ADDITIONAL COMMENTS
Washington Road Intersection Improvements
Boy Scout to Center West Parkway
Project 324-04-201824371 File # 08-014(A)
;~~~I~~~g~6~:rgi~~~~eE::S~~~~~~W~~lxlt~~~~<!/~~mD~~~'V~ ~~ ~ig~~~~c~~~~~Ei~ie:~r~I~~ +i~~~~~~tecio~~~~~~l~cl~~~~~~~~~~~~S
AN APPLICATION OR FILES A CLAIM CONTAINING A FALSE OR DECEPTIVE STATEMENT IS GUILTY OF INSURANCE FRAUD.
. .
IMPORTANT NOTICE TO FLORIDA POLICYHOLDERS AND CERTU'ICATE HOLDERS: IN THE EVENT YOU HAVE ANY QUESTIONS QR NEED INFORMATION ABOUT
TRiS CERTIFICATE FOR ANY REASON, PLEASE CONTACT YOUR LOCAL SALES PRODUCER WHOSE NAME AND TELEPHONE NUMBER APPEARS IN TIlE LOWER
RIGHT HAND CORNER OF THIS CERTIFICATE. THE APPROPRIATE LOCAL SALES OFFICE MAILING ADDRESS MAY ALSO BE OBTAINED BY CALLING THIS NUMBER
NOTICE OF CANCELLATION: (NOT APPLICABLE UNLESS A NUMBER OF DA YS IS ENTERED BELOW.)
BEFORE THE STATED EXPIRATION DATE THE COMPANY WILL NOT C.b~CEL OR REDUCE THE
INSURANCE AFFORDED UNDER THE ABOVE POLICIES UNTIL AT LEAST ;;U DAYS NOTICE
OF SUCH CANCELLATION HAS BEEN MAILED TO:
Liberty Mutual
Insurance Group
.
. "
" .
C:5l
H
u
I.""" Augusta Richmond County
522 Greene Street
Augusta, GA 30901
I
~J..-- f-~aldine Fernandez
New York I 0202 AUTHORIZED REPRESENT A TIVE
114 West 47th St.
New York
OFFICE
NY 10036
212-391-7500
PHONE
Date Issued
L
~
GENERAL CONDITIONS
~rrid~
N/rmbn Tirft
PaRt
TABLEOF CONTENTS OF GENERAL CONDITIONS
I . DEFINITIONS. ..... ...... ................ .......... ...... .......... 1
~ PRELDlINARY MA TIERS .....~.................................. 8
. .
CONTRACT DOCllMENTS:
INTENT. AMEN orNG AND REUS E .., .. . _ .. . .. .. .... .. . .. . .... . .. 9
-4 AVAILABILITY OF LANDS: PHYSICAL CONDITIONS:'
REFERENCE POINTS .......... ........... .......................... 10
J BONDS AN D INSllAANCE ...........................:............. II
6 CONTR"CTOR'S RESPONS'IBILlTIES .................. '.......... 14
7 OTHER WORK '...... ........ ............... ......:...... ....... .... 18
8 OWNER'S RESPONSIBlL!TIES .....:.............. .............. .. 19
9 ' ' ENGINEER'S STATUS.DURING CO~STRUCTION ...... :....... 19
[0 CHANGES IN THE WORK ....................:..................... 21
I I CHANGE OF CONTRACT PRICE.................................. 21
12 CHANGE OF CONTRACT TIME ............. ...... .... ...~ ........ 14
13 WARR..l.NT'( AND GUARANTEE: TESTS AND
lNSPECTJONS: CORRECTION. REMOVAL OR
ACCEFTANCE OF DEFECTIVE WORK. .....:..................... 24
1-1 PA YMENTS TO CONTRACTOR AND COMPLETION ............. 26
15 SUSPENSlON OF WORK AND TERMINATION ........ .......... 29
16 ARBITRATION...... ....................................,...... ..... J I
17 MlSCELLAN EOUS., ... ..... ........, ........... ..,. ........' ...... 32
Contractor'l Warranty of TItle. ........' ..... ......... 14J
Conlractors--other . ......... .. . .. .. .. .. " .. . .., .. ... , . .. 7
Contractual Liabiliry Insurance ........................ S.4
Coordinating Contnc[or-4eliilition 0(................ 7.4
Coordination .......................................... 7.~
Copics o{ Documenu ... . .. .. .. ." .. .. .. .... .. .. .. . .. .. 1.Z
Correction or Removal oC Defective WoO: ........... 13.11
Comc:lion Period. One Year ................. ~...... 13.12
Correclion. Removll or Acceptance of Delective
Work~n genen! .........:....... ........... 13.11-13.14
Cost-net d'eCfe2Je ................. .. :, ...... , .:. .. 11.6.2
Cost o{Work .. ..... ..................".... .:... 11.4-IIJ
CO$\!. Supplemenul ,........... ...... ........... ... Il.4J
INDEX TO GENERAL CONDITIONS
Anic!t or pCJ'tJ.ZrapA
NlImbtf
Acc:e plance o( In3UrallCe .........................,. ,,' 5.13
AcceH 10 lhe Work ................................,. 13.1
Addeilda-4eliniLion o{(scr:: definition of
Specificalions) ..,..."...................,...,...,.... I
AlU"cemenl-<lelinilion of,...... ......................... I
All Risk Irt$U~n1:e ....,....,............-................ 5.6
Amendment. Wrinen ............................. I. 3.1.1
Applicalion for Paymenc-d clinition of .................. I
..I,pplicadon for Payment. Final ....................... 14.12
Application for PrOiTeSS Payment ,................... 14.2
App.lic:a~ion.ror hogrc'u payment-revicw of .... 14.4-14.7
AJ'tIlIT2.tlon .............................................. J 6
Authoriz.ed Variation in Work .........,..............., 9..5
. A vaiJability of LiUld!' .... . , .. .. . . .. .... .. . . .. .. . ... . ... '.1
Award. Notice of-.-defincd ............ ... ........ ........ I
Before Starting Const1'1Jction ...................... !..5~2.7
Bid-<let'inition of ........ ................ ." .... ......... I
Bond~ and Insurance-in gener.a.l .................:.,.... 5
Bonds--dctinition.o(.,....,...... .....,......,....... ..... I
Bonds. De[ivery of ........ ........... .............. 1.1. j.l
Bonds. ?erfonnance and Other.... ...... :......... 5.].5.1
. .
Cash Allowances ...........,....................,.... 11.8
Chanie Order....,jeiinitJo~ o( ..: . . .. .. ..... .. .. .. .. .". . .... I
Cbange Orders-to be executed ,.................:... 10.4
Changes in the Work ,;:................................ 10
Clailr1~. Waiver of~n' Final Payment ............. ..14.16
C111ific~lljons and Interpretacions ...................... 9.4
Cleaning .................... ......... .;..............6.17
Complecion .. .. . . .. . , .. :. . .... ... . . .. .. . . . . '. .. . .. ... . , . .. 14
Completion. Subslantial .......................... 14.8. ]4.9
Conference. Pre1:onsln.lc\ion ......... ................. ~.a
ConRicl. Error. Di.screpancy-Comraclor
to Report ...................... ..... .. .. .. .. .. .; 2.5. j.J
l"'orlStMJction Mac' , E' . 6 I
~ nlnery. qUlpment. etc. ............. ."
Continuing Work........... ......... ............ ......6.29
. Contl"'lcc Docl1ment.s-omcnding and
suppr~mcntin~ ........,."....................... j.4..j"j
Contnc:t Doc:umcnu-dennition of .....,..... ,....;.. ... I
Contract Doc:umc:n\s:-[litent ...................... J. j ~j.J
COnlnc\ Documents-Reuse of ......................; J.6
COnll"'a1:t Price. Change of .............................. 11
COnlnlCt Price~ctinilion ..........................,.... I
COnlr.1c t Timc. Chan IC of ............,................. I ~
Con!to1ct Time. Commencement of .................... ::.J
C ontl1lcl Timc-Jennition of ."......................... 1
Contl4ctor-<lerinilion of ..."...."... .. . . .. .... , ..... ., 1
C ontl1lctor May S La" Work or Terminltc ........,;... 15.5
Contractor' C . . Obi' , I J I ~
S ontlnUJnI. Iglllon.. ............ .... ... ~
C~ncr:3.Ctoi"'s DUI:' [0 Repol1 Discrepancy
In Documenls ............,..................... ~..s, 3.i
COnlroctors Fc:~-Cost Plus ... II.U .6. I U .1. J 1 ,6.11. ~
COnLr:3.CIOr'S L' b'I' I 5 .
L:l IllY nsurance .......,.,."....... , .. .J
COnlr.lCIO.'s R 'b'I' .. f 6
, elponsl 111II::s--in gcneld. ,...............
Dly--dennitioo of........ ,............. ......... ........ 1
Dt!fCrivt-detinitien of ,..........................".... I
Drlle/ivt Work. Acceptance of ... .. .. .. .. .. ..~ .. ." 13. (j
D,!lCrivt Work. Correction or Remo'VaI or ,......... 13.11'
Dt!IC/iyt Work--1n seneral ......"....... 13. 1.4.1, I~.II
D,rrcrlvt Work. Rcjocling .." .. .. .. .. ......... .. .. .... 9.6
Definitions ...,.......,.......,............. r .. . ..... .. .. I
Delivery of Bond! ., .............. .... ....... .:. ........ 2.1
Decenninadon (or Unit Prices ........................ 9.10
Di.putcs. Decisions by EnlPncer ... .. . ....... .. " 9.11.9.12.
Documents. Cepic's of .... . . .. . . .. ..., ... ... . .. ........ 2.2
Documents. Record ............ ..... ......".. ... .... 6.l9
Documents. RCIUr:: ..."............................... 3.6'
bi-awinsJ---detlniuon oi ................................. 1
f,:ucmenlS .......................,............"...... 4.1 .
Etrcctive date or ^greemcnl-<lctin~tion of..... . , . ,.. . . ,. !
EmeT;eneies ... .......... ................ ......".,... 6.~
Enpneer-detinition of ......;.. ... " .. .. ... ... " " . .. .., 1
Engineer's Dec,isions .......... ......... ......",,9.10-9.12
Engineer's-Notic:c Worle is Acceptable ....,,,.,.... 14.13
Eniincer's Recommendicion o(Plymcnt ...". 14.-4.1.4.13
Ellllinecr's Rcsponsibllilir:.s. Umitations .
on ;................ 6 .6,9 .11,9. 13 - 9 .16,18 . 2
Enlineer's Stitus Durini Constt\lC:lion-illlcnenJ ...... 9
Equipment. ubor. l>b.teria.13 and. . . .. . ., .. , , , .. .:. 6:3.6.6
Equivalent M aurials and Equi"ment .....",....,..... 6,7
Explorations o( phy~ical condilions ........,.,........ 4.2
Fee. Con IT"ilCIOr's-COSl! Plus. .. . ... .. ... .. . ... .. .... 11.6
Field. Ordcr~efinition of ...,........,............."... I
Field Ordcr~sJued by Eniineer ................ 3 J.l. 9.5
Final ,.l..pplic:ltiorLJor Payment, .......,.............. 14.12
Finallnsl'cclion ....... ........ ...... ................ 14.11
Final paymenl and ..s.cceptance ...........,..........14.13
Final PaymerH. Recommendlltionof ........... 14.13.14.\4
General Provisions .............................. I'7J.li.4
General Rcquiremenls-<ielinition oC .... ............. .... (
General Requiremenls-pnncipaJ
references lO .,...".......... 2.6. ~.4. 6.4.0.6-6.7.6.13
~
Gjving NOtice ..................,.........".......... 11.1
Guaranlee of Work-by Conu-actor..........,........ IJ.I
lndcmnilicalion...... ........ ............... ~.30-6.J:Z. 7.5
ln~l'eclion. Final .................................... 14. J I
Iosl'cclion, Tcsu and. ................................ J3,3
Insurance, Bonds and--in ienenJ ........................ 5
Insurance.Ceniticalcs of ........................... 2.7,5
Insurance-<:omple[cd operations.......... .... .. .,. . .. 5.3
fn~uran,e. Concrl.Ctor's Liability ....................,. 5,3
rn~urance. ContraclUal Liability....................... 5.4
losurancc. Owner's Liability ,.....,................ '," 5.5
Insurance. Property .............................. 5.6-5. JJ
In,urance-Waiver at Right! ......................... 5.11
Intent of COntr;lCI Documents ................... J .J. 9./4
Interpretations anq: Clarifications ...................... 9.4
Investigations of phy.sical condition, ............ . ... '" 4.2
Labor. Materials and Equipment ......,........... 6.J-6.5
Laws and RCjulation.s---<1etinit/on of . . . ... . . ., .. . . . . . . . .. I
Laws and RCiUIations-rcncn.l ... ......"...... ...... 6.14
Liability Insurance-Contnclor', ..................... 5.J
Liabiliw Cn.surance-Owner's ......................... 5.J
Liclls--<ldinilions' of ................................ 14.2
Lirnitllcion.s on Engineer's
Responsibilities ..................... 6.6, 9.JI. 9.13-9.16
Materials an.d equipmem-(urni.sned by Conmctor .... 6.J
Material! and .equipment-not
incorporated In Worle: .................... _. ... . .... 14.2
Marerials or ~quiprncn(--=quivalent ...-................ 6.7
MiscellaneoLlS Provision.! ............................... 17
Multi.prime contract! ................................... 7
Norice. Giving of .... .....................,.....,..... /7.1
Norice of A~ceptability of Project ................... 14.13
Notice of Award-definilion of .......................... I
Notice to Proceed-dcfinition of ." .. .. ...... .. . .. . .. . ... I
Notice 10 Proceed-giving or ..."............. ........ 1.J
.. 0 r. Equal" I [c m.s . .. . , . . . . . . .. . . . . .. .. . .. .. . .. .. . . . '" 6.7
Other conu-aclors ............ I . .; . .. .. . . . '" .. .. . . . . . . .. 7
Other work. . .. . . .. .. . . . . . . .. .. . .. . .. ... .. ... .. '" . . .. ... i
Ovenime Work-prohibition of... ......... ............. 6.3
Owner-:-defin irion ot ................".................. [
Owner May Correct D~f~crlv~ Work: ................. JJ.14
Owner May Stop Work......".."..... ............. iJ.IO
Owner:vfay Suspend Work. Terminate .......... 15.I.JjA
Owner's Duty 10 E.\ecuce Change Orders.......... .., I 1.8
Owner's Liability Insur.lnce ........................... 5.5
Owner's Represenutive_Engineer ro serve as ..... .... 9.1
Owner' R 'b 'f' . . .
s . esponsl I H1c:.s--In general ......"..."....". ~
Owner's Separi:1ce Represem.l!tive at site............... 9,j
'Punial UliiizilC;on ............... .........." ....... I.UO
Pan/ai U[iliz:l[ion--delinition of ................"....... I
Fanial Urilizi1tion-Propcny Insurance.: .... ..... . ... 5.15
Pn!cnc F~es and Royalties. ...........".............. 6.J~
Pay.71ents. Recommelid:lCiun of .....".... 14A-14.7. I-I.U
P:::lYll1eno lO Contr:lclor_in generol ..,................. 1-1
Paymenl' 10 Contractor-when due ........... 14.4. 1<1.)3
Paymenu (0 Contnctor-wilhholdin~ ................ 14.7
PenormancHnd otber Bond.s ..................... .U.5.2
PenrJt, ....... . .. . . . . .. .... . .. . . . .. .. .... .... .. .... ... 6.13
Phy,ic:u Condition, ................................... 4.2
Physic~ Conditions-Engineer's review- , ... ... ...... 4.2.4
Physical Condition~xiJUllg suucrurcs .............4.2.2
Physical Conditions-exploracions a.nd reports. .. . ... 4.2.1
. Physical Condicions-pos.sible document change.. ... 4.2.~
Physic~ Coodidons-price and ti~e ldjuscmcnt, .... 4.1,5
Physical Conditions-report of ditfcrillJ ............, 4.:U
Physical Conditions-Underground FaciJitie, .......... 4.3
Precon.HrUction Conference ........................... 2.&
Preliminary Ma'[ten ....... ...., ...... ............... .....2
Premise,. Use of ................................ 6. 1~.18
Price. Change of Conu-act ..........................:... II
Pric:e,Colitract---<lelinition of ............................ I
ProgreH Payment. Application! for. .. .. .. .. ; . .. ...... 14.:
Progre,.s Payment-retainage ......................... 14.2
Proil'csS!chedulc ............... 2.6. Z.9. 6.6. ~.29. 15.2.6
Project--deli.nidon of ..... .. . .... . .. " .... .. . . .. , . ... . . " I
Project Representalion--prol;ision tor .............. .... 9.1
Project Represeli tauve. Rc:lideDt-deliniuon ot . .. . ... . .. I
Project. Startini the .............................. ..... 2.(.
Property Insurance ............................... .1.605. J)
Property Insurance-Pattia..! Utilization. .. ... ... ...... 5. JJ
Property In,urance-Receipt and App[jeation
of Proceeds ................................... 5.12.5.1J
Protection. Safecy and... . .. . .... .. .. . .. .. ... .. ". 6.2'0.6.21
Punch US! ..................................... ........ 14.11
Recommecdation of Payment........... ....... 14.4, 14.13
Record Documents ................... ..... .... .. .. ... . 6.19
Reference Point! ................................,..... 4.~
Regulation.!. uws and ........................... h.. 6.14
RejectiniDtfeCllvt Worle .............. ...... .........9.6
'Related Worle at Sire' ......... ..................... 7.1-7..J
Remedies Noe E.\c:lu.sive ............................. 17 A
Removal or Correction o{ Dt/~r:l(Vt Work ........... 13.11
Resident Project Rcpresentative--<lclinitfon of ..... ...... I
Resident Project Represenwive-provision for .....,.. 9.3
Re.spon.sibilities~ Contnctor' !-in general ............... 6
Respon!ibililieJ. .Engineer's-in gonen! ................. 9
Responsibilities. Owner's-in general. .. .. _...... .. ...... 8
Retainagc ....:....................................... 14.2
Reuse or Documents ....... ... ... .". .... ...... .... .... 3..5
Rigilt3 oi Way ................ .... .. .. .... .. .... ...... . A.I
Royallie.s. P~rent Fees and.......... .................6.11
Safety and Protection....... 6.20-6.21, La .1-18.2
SllIJ1ples '" ..... ....., ................... ...... .. 6.2J-6.28
Schedule of progress........ 2.6.2.8.2.9. 6.6. 6.:~9. 15.;.6
. Schedule of Shop Drawing
submissiOn! ...................... 1.6. 2.8-1.9.6.23. 14.1
ScheduleorvalueJ ...................... 2.6.:::.8-1.9. IJ.l
Schedules. Fin~lizinir . .... .. ... .... .. .. " ......... ..... 1.9
Shop Dra wings and Sample! . .. .... .. .. .. "" .... 6.1]-6.28
5 hop Drawings---<.icfini[ion' of " .. .. .. .. ... .. .. .. .. ... . ... I
Shop Dr.lwings. Use 10 approve
substitutions ...................................... 6.7.J
5
Site, Visits lo-by EniPnm ."..."................... 9.2
Spccif1caUons-.-dclinition of ............" .. .. .. ......." 1
S!artini Consll"l1ction. Before...... ..... .. .. .... '" :U.2.8
S!aJ1in i the Project ........;.........,.,. . . . . . . ., . . . . . .. 2.4
Slopping Work-by Coriuaclor .""".. ...... .. .. .... [5..5
Slopping Work-by Owner........ "... .. . .. . .... ... 13.10
SUbcocHraclor-delinition of .......... .. .. . . .. . . . .. .. .. .. 1
Subcon lJ"2Ccors-in general............... . ..... .. 6.8-6.11
SubcolHraCl~eqUircd provisions .............5 .11.1. 6. JI
. J 1.4.3
SUbstantial Completion---cenitication of .. .... .... .... 14.8
SUbstantial Cornpletioll-<Jefiniuon of.. " . . . . . . . . . . .. .. .. I
Substitute or "Or. Equal " Ilems .................... .... 6.7
Subsurface Conditions.... .. ... ... " .. '" . .. .. . . . .. 4.2-4,)
SupplemenraJ com '" .............. .........,..,... J 1.4.5
SUpplementary Condition~etlnition of ~............... I
SUpplementary Condilions--principaJ
referc:nces to " 2.1, 4.2. '$.1, 5.J, 5.6-..s.8, 6.3,. 6.13. 6..23. .
7.4,9.3
Supplemel'ltinr Contract Documents ...... _ . . . . . . .. J .4-3.5
Supplier-<1elinition of.................... .. .... ......,.. 1
Suppiier-principi! references 10 ... 3.6.,6.5. 6.7-6.9.6.20..
6.24, 9,13.9.16. II .8. 13.4. 14.12
Surcty-<:onsenc to paymenl .... .............. 1.4.1'2,14,14
Surely-Eniine.cr hILS no duty [0 ..................... 9! 13
SUrely-nGltic:e 10 ............... . .. .... . ; .. 10.1. 10.5; 15.2 '
Surely-<!uaJlti'cation of ... ..... ................... .s.1.5.2
Suspendjn~ Work. by Owner ....,.................... 1.5.1
Su'pensioD of Work and TerrniD8rion-ln gener:aJ ....... 15
Superintend en r-Concnclor' s .......,................. 6.2
Supervision and S~erintendcnce . .. .. . . . . . . . . . . . .. 6.1-6.2
TlUes-Paymenl by COntr.ll:tor . ........;...... . . .. . .. 6.15
Termination-by COnll"llcror .. . . .. '" .. . .. . .. . . . . . . . " 1.5.5
Tennination-oy Owner.... ..... ................ 1..s.2'Jj.~
Tenninacion. SU!pcn!ion of Work and-in general ...... is
Tem and Inspections ........................... 13 .3-13.7
TiC71c. Ch~ge of Contract ........ ~ .. .. .. .. .. . .. . .. . .... 12
Time, Computation of ..,... .. . . .. .... .. _. . .. . . . ., .... 17 J
Time. Corllnct--dctini[ion of..... .... ..... .. ..... .. ..... I
Uncoverine Work ........".......;............. 13.8-13.9
Underil"ound Facililies-<lelinirioll of . _.. . . . . .. . . . ... . ... I
UnclergTound Facilities-nol .!hown or indicated..... U.l
Underground Facilitics-proteclion ot '" ..."... U. 6.20
Underground Facillrie$-shown or indicated......... 4,).1
Unit Price Worlc--<leftnilion of :......................... 1
Unit Price Work-general ................. 11.9.14.1. 14"S
Unit Price:!.................. .....,............ ....... J 1.3.J
Unit Prices. De[erminations for. ... .. .. .. .... ... .. .... 9.10
Uu of Premi~e.! ................................. 6. 16-6.18
U '1' 6 13 6'0 72-7.3
1I1[yownen .......................... . I ... .
VaJues. Schedule of ........ .... ........ ...... 2.6.2;9. I( I
Variations in Work~Auchorized....... ..... 6.25.6.27.9,5
Visits .[0 Silc-by EnJinecr .. ...: ...:.. "..........,... 9.2
W;Uver of Claim!-<)n Final Payment _. ..... ""(" .... 14.16.
Walver of Rights by insured panics ........... .or 5. [0. 6.[ 1
Warranty lnd GUU1l11lee-oy Connctor ....:....,... 13.1
Warra,a[y of Title. Contractor's ...................:.:. '1.4.3
Work, Access 10 .... . . , . . . .. .. . .... . .. . . .. . . . . . . . .'. . . .. IJ.;
Worlc-by others ......................................... .
Work Continuing During Disputes ................... :6.29
Work, Cost of .. .. .. .. . . .. , .. ... .... .. .. . . .. .. ... 11.4-1 J..5
Work--definieion o{ ............,,;....................... 1
Work Direcrive Change-dellnilion of ......;............ I
Work Directive Change-principal . .,
re{=rences'to ...... ...."..... ...........3.4.3. ]0.1-10._
Work. NeJle~ced by Conlractor ..................... lJ .11
Work. Stoppmr by Conu'actor ................ .. ....... 15.
Work. Slopping by Owner.... ............... .... ]5.1-1.5.4
Writrcn Amendmen[-dellnitio!l of ...........;.......... I
Written Amendmenl-principal
references to ....;................ J.4.I,IO.I.lU. 11.1
6
GENERAL CONDiTIONS
A.RTICLE I-DEFINITIONS
W/1ew;er Used in Ihese GenerolJ ComJil;ons or in Ihe orher .
Conrracl Docurnen<.~ Ihe (ollowinc (erms have (he m~aninlls
indiclWu ''''hieh ilre applicable ro born lhe .~ingul<lr and plu~1
!hereof:
r{tld~l7dll...,.Wri([en or graphic inStrumenls is.\uei.l prior 10 (he
open i ng [If 8id.~ Which c/uriry. corre!:l or c/lunge Ihe bidding
c1ocumenl~ Or Ihe Cun CraCI Docum.:nr.,.
.~J(Uf'mm/- The wrilten :ll!reemenl between OWN ER and
CONTR..l.CTOR covering: (he Work fO be performed: ocher
COnlrat;1 Documenls are 11-llacheu Eo /he Agreement and made
a part rhereof as provided Iherein,
rlpplic{uilJlI J(J( PaYIllf'I/I-The form accepted by E,NGI.
NEER which is 10 be used by CONTRACTOR in requesrin,g
progreSj or final payments and which is co include.such sup.
porting documenraeion'as is required by ehe Cuneract
Documenrs.
Bid-The offer or proposal of rhe bidder submitlcd on.the
prescribed form seleing forth. (he prices for rhe Work eo be
performed.
BOllds-Bid. performance and payment bond5 and other
inHrumcnls of security.
CII{/I7H~ Oratr-A documen t recommended by ENGINEER.
which is signed by CONTRACTOR and OWN ER and au rho-
rizes'an addielon. deleeion or rcvi5ion in lhe Work. or an
adjustmem in ehe Contract Price or the Coneract Time, issued
on or ortu che Effecei\'~ Date of Ihe Agreemenr.
CI)n(rClcr Do C'1II11tn/J- The Agreemenr. Addenda fwhich per-
lain to Ihe Contrllct Documencsl. CONTR..I,CTOR's Bid
linc:luding documcnl:Jlion accomp<lnying rhe Bid and any pOSI.
Bid documentarion submiHcd pricino rhe NOlice lJf Awardl
when lIClached as an t!:-:hib[e to ~he Agreement. [he Bonus.
ehese Genera[ Cunditians. the Suppleme ntary Condj[ions. lhe
Speciflc-alions and the Drawings as the same ore more spe-
cifically identified in (he Agreemenr. logeth~r wirh illlam~ni.l.
ments, modificalions and supplements issued pursuant tu
paragrophs J.~ and 3.5 lln or llfler (he Effective Date of Ihe
Agree men!.
C~IIfNI(,1 Prier-The muneys paynble by OWNER to CON-
rRACTOR under Ihe C0nrr.Jcl Documwls as mud in Ihe:
^sreemem Isubjecl (0 the provisions of po.ragrJph 1"1.9.1 in
Ihe C~se of Unil Price Work>.
Cti/tfl'r/Cl Tim,'- The numbe r of dnys (compu(~d ll:i provii.l~u
in POrJ!)rnph 17.::) or (h~ t.Iale .sr;lI~d in [h~ Agreem~nt for rh~
cornP(~lion of !hl:: Work,
CONTRACTOR_The pc::rson. lirm or corpon.Hion with Whllfr.
OWNER hus ~nured inlo the .J.greemenr.
Jfj"erli\'{!-An adjeceive which when modifying [he word Work
refers 10 Work lhar is unsalisfaclory. f:lully or deficieni, Or
does not conform 10 the Contract Documenls. or doe.! nOt
meel lhe requiremenls afany inspeccian. reference mndlrd.
tese Of approval referred eo in {he Camrac! Documenu. Or
has been damaged prior [0 ENGINEER's recommendation
affinal paymenl fun less responsibililY for the proeection [hmoI'
has been assumed by OWNER al Substantial Complelion in
accordance with paragraph J 4.8 or 14.101.
Drmrlilgs- The urJwings which show rhe character and scope
of Ihe Work 10 be performed and which ho.ve been prepared
or approved by ENG1N EER and ilrc rec(rred eo in the (uno
rraCl Documenls.
Effuril'e Dare IIf rlr~ AXrumt.'l/r- The daee indicalcd in the
Agreemen[on which ir becomesetTeclive. bue if no such da~e
is indicated it means Ihe dace on which Ihe Agreemenl IS
signed and d~livered by Ihe lasl of lhe: two parries !o sign and
deliver.
E:.YGINEER- The person, firm or .cOiporaeion'!Iamedas sllch
in the Agreemenl. ..
Field Ordu-,1. wrilten order issued by ENGINEER which
orders minor change~ in (he 'Work in accorda.nce Wilh' pura.
graph 9.5 bue \vhich does noe involve a. chnnge in the Contr~cl
Price or the Contract Time.
GOlanl Rl'qf{ir(Jn~/ItJ-Seceion5 o!Division I of ehe Sped-
/icati ons.
Law.! and' Rtglllariv/li: LtllVS orRrgllfarionj-Laws. rules.
regulacions. ordinances. codes :1nd/or orders.
. Notice of A Il'ard- The writte n norice by OWNER 10 ehe
apparenl successful bidper slal!ng lhal upon compliance by
the apparenl successful bidder with rhe condilions precede~c
enumeraeed therein. within 'the time ltlecified. OWNER WIll
sign and d~li\'er th~ A.greement.
Na/iC't ra ProatJ-Awrircen noeice gi~en by OWNER (0
CONTRACTOR (wieh a copy 10 E~GrNEERl fi,'<inlllhe dale
on \vhich rhe Clllllr.l,Ct Time wi.1I commence to run and on
which CONTRACTOR shall Slllrt [0 perform CONTR.-\C.
TOR'S obliiaticns under che Contrae; Documents.
o IV,VER- The public body or authorilY. corporalion. aSSo,
ci.Hien. firm orperlan with whom CONTR..-'.CTOR has meered
inlO (he Agre~men( :md for who~ rhe Work is 10 be pro\' ided.
Parlilll UlilblliulI-Placing a portion.of rhe Work in savice
tor the purpose {or which it is inlended (or a relaeed purposel
before reaL:hing Subs!antiul Complerion for all lhe W\Jr).:.
PI'Ujt!'l- The ro!;:;1 ::onmuction of which the Work 10 b/
provided unucr the Conirncl Documents ffiElY be the whole.
or:l parr :!i in~ical~d dsewh~re in eile Contract Docum~n[s.
Rt:'sidel/r Projl'f' Rl'pre.rell/mil'/!- The authQrized repr<::sen.
(acive of E:'-IGINEER whu :~: Hsigneu to (he site or an:' pan
th~reo r. .
7
Shop jJrawingr_AIl drawings, diagrams. illustrations,
schedules and other dau. which are specifically prepared by
or forCONTRAcrOR to ilJustrm some portion orUle Work
and all illuJtra~ons. brochures, sc:mdard schedules, pe~or.
mancc chms. Insrructions. di.agrams alld orher infonnation
prepared by a Supplier and submilled by CONTRAcrOR to
iJJum"'a.u: material or equipment forsome portion of the Work.
SptcijicarionJ_ Those POrtions of {he ConrTact Documents
consistin gof written technical descriptions of materials,
equipmenl. conllruction sysrems. sundards and workman.
ship as applied ro the Work and certain administrarjve details
applicable Iherelo.
Subcontractor-An individual. lirm or corpararion having a
direcl contncr with CONTRAcrOR or with any other Sub-
conlracror for [he performance of a part of the Work at the
sile.
SIIOsranlial Compltrion-The War!:: {or a specitled pan thereat')
ha5 progressed to lhe pail'll where, in the opinion of ' ENOl-
NEER as evidenced by ENGrNEER's definitive certificate
of SubstantiaJ CompletiOl"l, ir is sufficiently complele. in
u:cordance With the: Conlract Documents. ~o that the Work
(or .!pecified pan) can be utilized (or Ihe pLU'poses for whicb
it is intended i or if there be no such certifkau: is'sued.when
linal paymene is due in accordance with par~phI4.1J. The
lemu .. substamialJy complele" and .. substantially com-
pleted" u applJcd to any Work refer 10 Substantial Comple.'
lion Ibereof.
Supp/~ml!n"ary Condiliorts_The: part olthe Contract Docu-
mcnts which amends or Supplements these General Condi-
tion!.
Supplitr-A manufaclurer. fabriellOr, supplier. distributor.
matcrialman or vendor.
U~dt!rground Facilitli!s-AJ1 pipelines. conduits. ducts. cables.
Wires. manholcs. vaults. tanks. tunnels or ocher such facilities
or aC'tachmeocs. and any encasemcnlS containing such faci!.
i ties which have been installed undeTiround to furnish any oE
the folJowini services or materials: eleetriciry, gases. steam.
I~quid peeroleum products, lelephone or olher, communica-
trons. cable television. sewage and drainage removal. traffic
or other control SYSlcms or Water.
U~il hiei! Work-Work 10 be paid for on Ihe basis of unit
Pnces.
Work_ Thc entire cample ted construction or tlte yarious sepo
a.ialely idemifiable parts !hereof required to be furnished
~nder the Contner Documents. Work is lhe result of per.
jOrrni.ng se/"'Yicc!. fumishinr Ja.bor and furniShing and incar.
pora!lng materials and equipment infO [he conslruction. ail
~ required by the Contract Documents.
IlIorx Di/'~ctiv~ Chaf!ir-A wrirren directivc [0 CONTRAC.
TOR. issued on or ailer the EFreClive Dare of lhe Agreement
ane signed by OWNER and recommended by ENGlNEER.
ordering an addilion, delelion or revision in the Werle. 01
responding 10 differing or unforeseen physical candicioru under
which the Work is te be performed a.s provided in plLr2.iJ'2Pb
4.2 or 4.3 or to emergencies under par.a.iJClph 6.22. A Work
Directive Change may not change the Contract Price or the
Contract Time. but is evidence thaI the parties cltpecc WI
the change directed or documented by a Work Directive
Chan'ge will be incorporated in a subsequ'cntly issued C1:Ja.ngc
Order following negotiations by Ihe parties as 10 its effect. if
any, on the Contract Price or Contract Time as provided in
paragraph 10.2.
Wrifl~n A.m~ndmi!IH-A written amendment of ,the ContI'lle!
Documents. signed by OW'NER and CONTRACTOR on or
alter the Effective Date of the Agreement and nonnlllly deal-
ing with tlle nonengincering or nontechnical rather. Ulan strictly
Work-related aspect! of the Contract Documents.
ARTICLE 2-PRELlMINARY MATTERS
,
.
D,tlvIl'J of Borui.J:
2.f. When CONTRACTOR delivers che e;llcculed AllTec-
menu ro OWNER. CONTRAcrOR. shall also deliver 10
OWNER such Bonds as CONTRACTOR may be required to
fumi~h in accordance with par-agraph 5.1.
Copi,s of Docu.r,,,,w:
2.1. OwNER shall fumi!h [0 CONTRACTOR up to ten
copies (unless otherwise specified in [he Supplemeot.ary Con-
,dilions) of the Contract Documenls L'l are reasonably nee.
essarY for ehe execution of the Work. Additional copies will
be (u~ished. upon request. at the co.st or reproduction.
Commtnc~trUru of CO/lrrlU:t TIm'.. Notice to Procud:
2.3. The Contnct Time will commence [0 run on the
thirtieth day after the Effective Dare af.tbe Agreemenl. or. if
a NOliee to Proceed is given. on tne da.y indicated in the
Notice to Proceed. A NOliee 10 Proceed may be Jiven at any
time within thirty day~ after the Effective Dale of che Agree.
mell!. fn no event will the Contracl Time commence to run
later Ihan Ihe seventy-fifth day after the day of Bid opening
or Ihe Ihirticeh day after [he Effective Date ofrhe Agreement.
whichever date is earlier.
Sl4rtinr1ne P/'oj,cl:
2.4. CONTRJ..CTOR shall sian 10 perfonn Ihe Work on
lhe date when the Conlncr Time commences 10 run. but no
Work shall be done al (he sile prior to Ihe dale on which the
Conrnet Time commences to run.
BtfOrt Starring COrtrrnJClioll:
2.5. Before undertaking ~a.:h pan of th: Work. CON.
TRACTOR shall carefully study and compare the Comrae!
Documenc5 and cheek and verify pertinent ligures shown
8
[hereon and all applicable Held meusurements. CONTRAC-
TOR shall promplly report in wriling to ENGINEER nny
connict.error or tIismpllncy which CONTRACTOR may
discover and s,~aJ1 obtain a wntlen interpretation or clarifi-
carion from ENGINEER before proceeding with any Work
affected (hereby: howe'/er. CONTRACTOR shall not be lia-
ble to OWNER or ENGJNEER for failure [0 report any
conllicl. error or discrepancy in Ihe Contract Documents.
unless CONTRACTOR had actual knowJtdge [hereor or should
rea30nably ha Ve known ,hereof.
l.6. Within len days aflcr the Effeclive Date ofche Agree.
ment (unless olherwise sp~cilietl in lhe General Require-
ments). CONTRACTOR shall submir 10 ENGI;.,'EER for
review:
~.6.1. an esrimated pr.ogress scne'dule indicaling lhe
starting and co mple rion dales of rhe .various s lages of Ihe
Work:
1.6.2. a preliminary lchedule of Shop Drawing sub-
missions: and .
1.6.J. a preliminary schedule of values for all of lhe
Work which will include quantities and prices of items
aggrega~ing lhe Comracl Price and will subdivide the Work
into component parts in sufficienl detail 10 serve. as fhe
basis for progress' paymcnt.~ during conSl-nJcrion. Such
prices will include an appropriate amount of overhead and
profit ap plicable to each item of' Work Which will be' con-
IIrmed in Writing by CONTRACTOR at lhe time. of sub-
mission.
2.7. Before any Work at the sile is sI3n!:d. CONTRAC-
TOR shall d.:lh'cr 10 OWNER. wirh a copy to E;NGINEER_
certificates land other evidence of'insurance requested by
OWNER) whiCh CONTRACTOR is required to purchase and
maintnin in accordance with paragraphs 5.3 and 5.4. and
OWNER .shaH deliver 10 CONTRACTOR cereifica.les land
other ~vidence of insur.lnce req'uesled by CONTRACTOR)
which OWNER is required (0 purchase nnd maintain in
a~cordanc e with paragraphs 5.6 and 5. 7.
Pruonstrur:tiofl Corr/tr~mt.-
~.8. Within IWenly daY5 ufler the Effeclive Date of the
Agreemenl. bUl before CONTRACTOR Slons rh~ Work J.[
lhe site. no conferenc~ auended bv CONTRACTOR. ENGI.
NEER and ochers U~ appropriQte' will be held to Ji~cuss rhe
schedules referred to in paragrnph 2.6. to discuss procedures
for handlir,g Shop DraWings and other submi!lols and for
proc:!sling Applications lor Pilymenl. and (0 ~!lablish;1 IVorkin!!
u,'d~rslandin~ :lmong rh~ parties as 10 lh,: 'flork.
Finali~jng Scl1,du!eJ.-
~.9. "\ll~:':sllen oars befor~ :ubmission uf tho: riiS! Appli-
cnliun for Pa~'men[ n ',unference a!lentl~d by CONTRAC-
TO R. ENGl NEE R nnt.! Ll(h~ rs us iippropriate will be: helLl lu
fir.ulize tho: ~.:h.:dui~s submj[{~ci in acconluncc: with pura-
graph 1.6. The finaJizc.d progms schedule will b~ acctplable
10 ENGINEER as providing un orderly progression of the
Work 10 complction wilhin lhe Conlracl Time. bUI SUch
acceptance will neither impose on ENGINEERrelponsibility
for Ihe progress or scheduling of the Work nor relieve CON-
TRACTOR from full rtsponsibility lherefor. The finali~ed
schedule of Shop Drawing submis!ions will be acceptable 10
ENGINEER as providinB n workable arrangement for pro-
cessing che submis sions. The lil\alized schcdule o[value! \Vi II
be acceprable (0 ENGINEER as 10 form and subsrance.
ARTICLE J-CONTRACT DOCUME~TS: INTDT.'
.-\,\;1ENDlNG. REUSE
Inltll/:
3.1. The Contract Documents comprise rhe emire agree.
ment between O\'.'NER and CONTRACTOR concerninglhe
Work. The Concracl Documems are complementary: whar is
called for bv one is as 'binding as if cnJled [or by all. The
Contract D;cumenls will be conslrued in aCcordance with
[he law of the place oC I he: Project.
3.2. It is the intenr oflhe Concrllct Docurnenrllo describe
a functionally comple!e Projecr lor part rhereot) 10 be con-
structed in accordance wilh (he Conlract Documenls. Any.
Work, materials or equipmen! thaI may rellSonably be inferred-.
from the Contracc Documenu as being required to produce
lhe inlended resulc will be supplied whecheror nor specilically
caUed for. When words which ha.ve a well. known lechnical
or !ride meaning are used to describe Work. materials or
equipmenl such words shall be incerpreled in accordl1nc~ wilh
thac meaning. Reference (0 standard specifications. manuals'
or codes of any technical society. organiialio n onssod:llion.
or to the Laws or Regulations of any iovernmenra! aurhoriJy.
whether such rderence be specific or by implication_ shall
menn (he latest .standard specific31ion. manual. code or LllWS
or Regulnlions in effecl at the lime of opening of Bids lor. on
the Effeclive Dale of lhe Agreement if chere were no 8idSl,
e:-;cept Qs may be otherwise speciftcnlly Slaled. However:no
provision of any referenced standard specification. mllnunl
or code (whe[her or not specilicaJly incorpo rUled by reference
in lhe COnll1lct DocUmenls) shall be etfeClive to change lhe
duties nnd resDonsibiliries of OWNER. CONTRACTOR or
ENGINEER. ~r on~' of their cOnSUi!llnIS. ogenrs or ~mploy-
ces from lhose sel forth in rhe Contract Documen(s. nor 5hal!
it be effeclive to nssign !O ENGINEER. or any of ENGI-
NEER's consullants. Dgen!S or employees, nny duty or
iluthority to super,ise or direclthe furnishing orperformar.ce
of the Work or any UUlY or JuthorilY 10 undertake r~spon~i.
bility COnlrary 10 rh~ provj~ions of paraS!:illph 9.1 S or 9.16.
Clarificatioli! and inlerprel<llicns of lhe COnlIUC! Documenls
~hal[ be issued by ENGINEER DS proviLied in paragraph 9A.
3.3. If. during (he perl'ormuI1ce of!ne Work. CONTRAC-
TOR finus a con~icl. ~rrur or ~jscrep!lnc!' in the Contraer
Documer.rs, CONTRACTOR shall so repurT!O ENGIN EER
in wri!ir,g Ul once and belon: proceeLling wj[h Ihe Work otTecwl
[h~reb~' ."hull obrain u wrin.:n in'lerprel:lli un tH c1:Jrilicalion
Q
rTOrTI ENGINEER; however. CONTRACTOR shall not be
lilb Ie 10 OWNER or ENGINEER for failure 10 report any
conJlict. error or discrepancy in the Contnct Documents
unIe s.! CONTRACTOR had actual knowledge thereof or should
reas ona.bly have known thereof,
I..mtndin, and SuppkmtlUl'''1 ContrrLt:l DocllJTltTlJ.s:
3.4. The Contract Documents may be amended to pro-,
vide for additions. de/elions and revisions in the Worle or to
modify the l~rrns and conditions thereof in one or more of
the following way~: '
J.( 1. a formal Written Amendmenl.
3.4.2. a Change Order (pur~uanl to paragnph 10041,
or
3..4.3. a Work Direc!ive Change (pursuant to para-
graph 10.1).
As indicated in paraif3phs 11.1 and ,J.2. I. Con tract Price and
Contract Time may only be changed by a Change Order or a
Wrilren.Amendmem.
J.j. In addition. the requiremenu ,of the Contract Docu-
menu may be supplemented, and minor variations and devia-
tions In the Work may be authorized. in one or more of the
(o!Jowu;g ways:
3.".1. a Field Order (pursuant to paragnph 9..5).
3..5.:2. ENGINEER'! approval of a Shop Drawfng or
sample (pursuant to paralP"iph.s 6.16 and 6.:!7J, or
3.S.3. ENGINEER's written interpretation or clarifi-
cation (pursuant 10 paragraph 9.4).
R~~I 0/ Doel/mlnts:
).6. Neither CONTRACTOR nor any Subcontractor or
Supplier or olher per!on or orgal1ization penonnini or fur-
ni.shing any of che Work under il direct or indirect cohcnct
~ilh OWNER ~haJ! llil.,!'e or acquire any tjtll; to or oW,nership
nghls in any of the Drawini5. Speciticaeions or oth'er docu.
menlS (or cOpies oC any ther~ot) prepared by or bearing the
~ e11 of ENGINEER: and they shall nor reUse any of them on
eXlcnsion.:! of the Project or any other project without written
con!ent of OWNER and ENGINEER and specific wr1!len
'{crincation or adaptation by ENGINEER.
.J'-~7ICLE 4-,A. V AILABILITt OF LANDS; PHYSICAL
CONDITIONS: REFERENCE POINTS
4. ~a&;,i11ry () f Land.!:
(I. OWNER shall furnish. as indicated in the Contract
~cumenes. Ihe land! upon which the Work is to be per.
IOr7Tled. eights-of-way and casements for acces:! thercio, and
such olher rands which are desittnaied ror the use of CON.
TRACTOR. Easement3 {or pennanem HrUCtures or penna.
ncnt changes in e;;isling facilities will be obtained and paid
{or by OWNER. unless olhcnvise provided in the Conlncl
Documents. H CONTRACTOR believes that any delay in
OWNER's furnishing these lands. rish l3-of.way or ease-
menu entitle.! CONTRACTOR [0 an extension of the Con-
tract Time. CONTRACTOR may make a claim therefor as
provided in Aniclc I~. CONTRACTOR shatl.provide (or all
addicionallands and access therelo that may be required {or
temporary construction racilitics or storage of materials and
equipmenl.
Phys~aJ Coruii.tiJJlU:
4.2.1. up/ora/ions and Rfport,!: Reference is made
to che Supplementary Conditions for idenlification o( rhose
reports of exploraciom and,tests of subsurface conditions
ilt rhe site Ihal have been utilized by ENGINEER,;n prep.
aration of the Contract Documents. CONTRACTOR may
rely upon ,the accuracy of the technical da.ta ~nujned in
such report.!. but nor upon nontechnical data.. Interpreta-'
tions or opiniom contained therein or (ar the camp/elene!s
thereof (or CONTRACTOR's purposes. Exi:ept a.s indi-
cated in the immediucly precedinr sentence and in pan-
~ph 4.:U. CONTRACTOR shall have full responsibility
with respect to subsurface conditions at the site.
4.2.2. E.xiJ/inK JfrlJt:luru: Referenc e is made Co the
Supplementary Conditions for identitic,iltion of those
drawings of phy~icaJ conditjon~ in or relatinll' to elCistini
surface and subsurface structures (except Ul1deriTound
Facililies re(erred to in palArrapn 4.J) which are at or
contiguous to the site that have been utillzed by ENOl-
NEER in preparation of the Contract Documents. CON.
TltACTOR may rely upon the accuracy of the technic.a1
data contained in !uch drawinlJs. but not for,che comp/e Ie.
ness thereof for CONTRACTOR's purposes. Except a.J
indicated in ,[he immediately preceding sentence and in
paragraph 4.~.6. CONTRACTOR shall have full respon-
sibility with mpect 10 physical conditions in or relating
to such structures.
4.2.3. R~porr of Diffuini CondiJiorrr; !f CONTRAC-
TOR believes thaI:
4..:2.3,1. any tech.nical data on which CONTRAC-
TOR is entitled 10 rely as provided in paragraphs 4.~. J
and 4.1.1 is inaccurate, or
4.2.3.1. any physical condition uncovered or
revealed at (he sile differs materially from that indi.
caled. reflected or referred to in the Contract Docu.
ments.
CON'TRACTOR shall. prompcly after becoming ,aware
thereof and before .oerfonning any Work in connection
therewith (c^cepl in an emergenCj' as permitted by para.
graph 5..:!:!\. natify OWNER and,ENGINEER in writins
about !he inaccuracy or difference.
~.1.~. E.:VGINEER'.r Rniel\': ENGINEER wilt
promplly review the pertinent cunditions. uecennine (he
necessilY of obeain ing addicional ~.~plorations or (ests wilh
respecl1herecoand advise OWNER in wriling' (wich a copy
{O CONTRACTOR) of ENOINEER's findings and con-
clusions.
C1.5, P(}s.rihll! D(}Cllmtnl ClWfl,((t: If ENGINEER
concluues rhal (here is a malcriul uror in che COnll1lCE
Documenls or lhal because of newlv di.H:ovc:reu condi~
lions achllnge in [he Conlract Docu~cnls is required. a
Work ,Direclive Change or a Chanse Order will b,e issued
as provided ill Arlic/e 10 to l'eHect and uocument Ihe
consequences of rhe inaccuracy ~r difference. .
~.2.6. l'ossih{t Friel! IImi Till/l! Adjll.rr/llt!/Ifs.. rn each
such case. an increase or decrease in Ihe Concracl Price
or an e.~tension or Shortening of Ihe Contracl Time. or any
combination rhereof. will be. allowable 10 lhe extent that
rile>' are allribulable 10 any such inaccuracy ordi[(ere'nce.
If OWNER and CONTRACTOR :Ire unable 10 agree as 10
llle ilmounl orleng[h thereof. ac:laim may be made rherefor
as provided in Articles I' and 12.
Physh:al CondiriorU-L'lldlrground Fa~iIi(('lS"
4.3./. S/roll'n o/' flldicalld.. The informacion llnd data
shown or indicated in [he Contract Documents with respeCl
to e;tiscing Underground Facilities at or contiguous 10 the
sile is based on infonnacionanddlHa furnished to OWNER
or ENGINEER by lhe owners of such UnderllTound FacU-
ities or by ochers. Unh:s3 it is otherwise e~prcsslY pro-
vided in rhe Supplemenra.ry Condirions:
4..3.1. I. OWNER and ENGIN EER shall not be
responsible for the accuracy or 'complereness of any
such information or dara: and.
.U.I.:!. CONTRACTOR shall have full responsi~
bility for reviewing and checkinll all such information
and data. for 10 caring all Undergr;und Facilities shown
or indicared in the Controct Documents. for c:oordinll-
tion of lhe Work wirh t~e owners of such Underground
Faciliries. durinr con~truc[ion. for the safety and 'pro-
tection thereof 'as provIded in paragraph 6.~O find
repairing any damage thereto resulting from [hc Work.
lhe cost o( allut" which will be considered as having
beeninc/uded in lhe Conlraet Pric~,
-I.J..:!. NOI S11011'1/ 01' {J/Jic(}tt!ll. If an Underground
Faeilily is uncov~r~d or rev~afcd al or cDnrillUlJUS to the
site which was nlH shown or indicated in {he Con1l'aer
DOcuments :lnd which CONTRACTOR could nUl reaSon.
ably have b~en e;-(p~cred to be :1'"""re of. CONTRACTOR
shall, promptly tlfl~r becoming a ware [hereof and before
~erfornijng ;lny Work a{fecr~d thereby {e:<eepr in an emer-
g~ncy as permi[red by paragraph 6.~~J. idenlify {he owner
0/ such UnuergrounJ Facility and give wricren nOlice: Ihereof
to Ihot o......ner and III OWNER ami ENGINEER. ENGI-
NEER will promplly review rhe UnuergiounrJ Facilit~. 10
determin,e the e>:tenl to which I he COl1(racl Documents
should 'be modified to rellect and dowmenl the Conse-
quences o[lhe e;<isrence orthe Underground Facility, and
the Conlract Documencs will be amended orsupplemenlcd
10 the e.~tent necessary. During such lime. CONTRAC.,
TO R: shall be responsible for [he safelY and protection of
such Underground Facility a~ pro vided i n paragraph 6.20.
CONTRACTOR shall be allowed an inerease in Ihe Con-
lract Price or an e.~lension of Ihe Conln.et Time. ur bOlh.
(0 the e.Hent Ihat Ihey arc allribucable 10 {he edHence of
any Underground FacililY lhat was not shown or indicated
in the Conrmet Documenls and which CONTRACTOR
could not reasonably have been e:~pcC[td to be aware of.
Ifthe parries are unable 10 agree os fO !h~ amount or length
lhereof. CONTRACTOR may make a claim lherefor as
provided in Articles II and I:;.
Referellce Pain/s.'
4.4. 0 WN ER shall provide engineering surveys 10 eSlab.
!ish reference points for conSlnJcrion which in ENG INEER'~
judgmen~ are necessary 10 ennble CONTRACT~R: 10 proceed
with lhe Work. CONTRACTOR shall be responsible (or lay.
ing OUt the Work I!mless olhcrwise specified in [he General
Requirements), Shall prOleC! and preserve the: established
reference points and shall make, no changes or relocalions
WilhoUl the prior wriucn approval of OWNER. CONTRAC.
TOR shall report 10 ENGlNEER whenever a.ny reference
point. is lost or. destroyed or requires rdocadon because of
necessary changes in grades or locations. and shall be respon.
sible {or the accurate replacemenc or relocation of such ref-
erence poines by professionally qualified personnel.
ARTICLE 5-80NDS AND fNSURANCE
Ptrfonnance ana 0111" BOllds:
'.1. CONTRACTOR shall furnisl1 performance and pay.
ment Bonds. each in an amount at least equal to the Conlracl
Price as security for lhe faithful performance and payment of
all CONTRACTOR's obligations under lhe Contract Docu-
mentS. These Bonds shllll remain in effect al least ul1lil '.>ne
year after the dace when final payment becomes due. e:{c~p{
as oth~'rwise provided by Law or Regulaiion or by the Con.
crllCt Documcnc.~. CONTRACTOR shall also furnish ,~uch
olhcr Bonds as are required by the Supplemenr:llY Condi.
lions. All Bonds shall be in Ihe forms prescribed by Law or
Regulation or by rhe Contract Documenls and be exe::uted
by such sureties as are na.med in the tUrrenl list of "Com.
panics HoldingCcrcinclltes of AUihority as Acceptable Sure.
lics on Federal Bonds and as t1.cceplllble R~insuring Com- '
panics" as publis lied in Circular 5iO (amended) by [hc Audil
Staff Bure::1u of Accounls. U.S. Treasury Dtpurtmenl. All
Bonds signed by (In agerll must b: accompanied by a c: rtifted
copy of the:' ~uchori[y to Gel.
5.2. If [he ,mrery on any 80nd fumished br CONTRAC-
TOR is d~c1ared a ~arikrupl ur becomes inso/'/ent or ic.~ right
10 do busin~ss is l~rminaEeu in any WltC wh~re any ptln of
!he Projec[ iJ localed or il ceases to meel (he requiremenl.s
o[ pangraph 5.1, CONTRACfOR shall within live days
lhereafter subsrirutc another Bond a.nd SurclY, bo'th of which
must be acceptable 10 OWER.
C Orzll'tW{)r! l.iJJJJility I/lJ IU'anc,:
5.3. CONTRACTOR Jhall purchase and maintain such
comprehensive !leneral liability and olher insurance as is
appropriare (orthe Work being performed and furnished and
as will provide prolcc!iQn from claims set, fonh below which
mal' arise OUI of or result (rom CONTRACTOR's perfor-
mance and (utnbhing of ,the Worle and CONTRAcrOR's
olher obliptions under the Contncl Documents. whechcr it
is 10 be peM-ormed or furnished by CONTRACTOR, by any
SUbconcraclor. by anyone directJy or indirectly employed by
any of Ihem to perform or furnish any of the Work. or by
anyone for whose aces an y of them may be liable:
5.3.1. ClaimJ under workers' or workmen's compen.
sation. disabiliry benefits aitd ather similar employee ben-
elit acu: '
$.3.2. Claims for damages because of bodily inju!",/,
occupational Jidne:u or dis ease, or death of CONTRAC-
TOR 's,employees; ,
5.3.3. Claims for darnage~ because of bodily injury,
sid:neu or disuse. or death of any person other rblU]
CONTRACTOR's employees;
5.3.4. Claims (or danu.ges insured by personal injL\ry
liability coveraic which are sustained la) by any person
as a result of an offense diretZtly or indirectly related to
the employmenc of Such penon by CONTRACTOR. or
(b) b>' any. olher person for any other reason;
5.3.5. Claims for damages. other than to the Work
itself. because o(jnju!",/ to ordestrucrion of tangible prop.
erty. wherever localed. incJuding loss of use resulting
therefrom:
5.3:6: Cl~ms arising OUIOr operation of Laws or,Reg-
ulations for damaies because of bodily injury or death of
any penon or for damage to property; and '
5.3.7. Claims for damages because of bodily injury or
death o( any pcmon or propeity damage arising our or lhe
ownership, maintenance or WSll of any motor vehicle.
The insurance required by this paragraph .5.3 shall include
the specitic Coverages and be: written for not less that! the
limitS of liability and Coverages provided in the: Supple:men-
~ Condilions. or required by Jaw, whichever is grea.ter.
The comprehensive generAl liability insurance shall include
Completed operarions insur.Jnce. AU of the policies of insur-
ance 10 requir~d 10 be purchased and maintained lor the
certifiCAtes or other evidence !hereof) shall cOnlai" a provi-
sion or endorsemenl !hal the coverage afforded wil1 not be
cancelled, material ly changed or renewal refused unlil at leas [
lhirty days' prior wriuen notice has been given to OWNER
and ENGINEER by certified mail, All !uch injun-nee shall
". remain in effect until tinal paymenr ud at all times tl1eruftcc
when CONTRAcrOR may be correcting. removing or
replacing dtftctiv~ Work in acc,ordance with pangnp-h 13.12.
In addition. CONTRACTOR shall main[3jn such completed
operations insurance for at lea~t tWo years after final payment
and furnish OWNER with evidence of continuation of such
insurance at final payment and one yeu thereafter.
COl\lTt:lctuai LiaJJiJi.Jy I1lJurCUlC~:
5.4, The comprehensive generalliabilicy insurance requited
by plUilg:ra.ph 5.) will include conO'acl\:1alliability il\-Surance
applicable to CONTRACTOR's Obligations underparagraphl
6.30 and 6.31.' "
OWntr'1 LiahiJiry In.surfJnct:
5.5. OINNER shall be responsible for purc,hasing and
maintaining OWNER's OWn liability insuran{e ~d, at
O\VNER '5 option, may purchaSe and maintain such insur.
ance as will protect OWNER against elainis which may arise
from operations under Ihe Conlract D~eumenl.S.
Prvptrry Inrruanct:
5.6. Unless otherwise provided in the Supplementary
Conditions, OWNER shall purchase Uld mainra..in propeny
insurance upon the Work at the site 10 the full in~urable value
thereof (subject (0 Juch deductible amounts as may be pro-
vided in Ihe Supplementary Conditions or required by u'!Vs .
and Regulations!, This insurance shall include Ihe ';nterem
orOWNER. CONTRACTOR. Subconlnccors. ENOINEER
and ENGINEER's consultants in tl1e Work. all of wnom shall
be listed as insureds 'or a.dditional insured partieJ. shall,insure
as'ainsc the pe rib o[ lire andexlended co....erage and JhaIl
include "aJJ risk" insurance for phy,ical loss and damage
including theft. vandalism and malicious mischief. collapse
and water damage. and !ucti olher perils aJ may be provided
in the Supplementary Conditions. and'shall inc/4de damages.
losses and expenses arising OUt of or resullini (rom any insured
Jou or incurred in the repair or replacement o( any insured
propeny (including but not limited to fees and charges of
enJineers. architects, attorneys and other professionals). If
not covered under the "aU "risk" in~urance or olhelV(ise pro-
vided in the Supplementary Conditions. CONTRACTOR shaJl
purchase: and maimain similar property insurance on panioO!
of the Work slored on and o(ftne site or in cransil when such
pOliions of the Work are !o be included in a.n A pplic.uion [or
Payment.
5.i. OWNERshall pun:hase and mainuin such boiler and
machinery insurance or addilional property inslJ ranee as may
be required by [he Supplementary Conditions or Law! and
Regulations which will include the inlerests of 0 WNER.
CONTRACTOR. Subconlraclors, ENGINEER AND
ENGINEER's consultlllHs in lhe Work. all of whom shall be:
fisted as insured or addi[ional insured parties.
,.,
5.8. Alllhe policies of insurance (or lhe ceni/icl1res or
olher evidence lhereon required 10 be purchased and main-
tained by OWNER in accordance wilh paragraphs 5.6 and
5.7 will contain a provision or endorsement thar the coverage
afforded will noe be cancelled or mnlerially changed or renewal
refused unril at leas! rhiny days' prior written notice has been
given 10 CONTRACTOR by cenified mail and will conrain
waiver provisions in accordance with paragraph 5.11.1.
5.9. OWNER shall not be responsible for purchasing and
mainlaini'ng any propeny insurance ro praeece Ihe incl:rescs
of CONTRACTOR. Subcontracrors or ochers in rhe Worle 10
(he e:ttenl of any deductible amounts Ihat are provided in the
Supplemenrary Conditions. The risk of loss wichin the
deductible amount. will be borne bv CONTRACTOR. Sub-
Contractor or orhers sutfenni any su~h /ass and ifany of them
Wishes propeny insurance cDverage wichin the limits of .luch
amounts. each may purchase and maintain it at lhe purchas-
I:r's own e.'(pense.
5.1!}. If CONTRACTOR requeSTS in wricing that other
special insurance be included in "the property insurance pol-
icy. OWNER shall. if possible. include such insurance. and
the COSt chereof will be charged 10 CONTRACTOR by appro-
priate Change Order Or Wrilten ,A.mendmenc. Prior to com.
mencement of che Work at the sice.. OWNER shall in Writing
advise CONTR.d"CTOR whether or nOl such olher insurance
has been prOcured by OWN r:~.
Waiver o/lUr"tr:
5. /1.1. OWNER and CONTRACTOR waive all righls
against cllch other for alllosse! and damages caused by
any ofclle perils covered by che pOlicies of insurance
provided in response .to paragraphs 5.6 and 5.7 and any
olher propeI1Y insurance applicable ro the Work. and also
waive all such rights again.H the Subcontractors. ENGI.
NEER. ENGINEER's consultants and all orher parties
named as insureds in such policies ror losses and damages
so caused. As required by paragraph 6.11. each subcon-
tract ~lween CONTRACTOR llnd a Subconuaccor will
con rain similar wai.ver provisions by the Subcontracror in
favorofOWNER..CONTRACTOR. ENO[NEER. ENG[.
NEER's co.nsu/tams and aJJ other parties named as j nsureds.
.None of the above waivers shali e:Hend Co rhe rights rhot
any of the insured panics mny have to rhe proceeds of
insunince h~ld by OWNER as trustee or orherlvise pl}:"
~bl~ under an y policy so issued.
5.1 I.:? OWNER and CONTRACTOR inr~nd [hac any
policies pro~'ided in response co paragraphs 5.6 and 5.7
shall prOlel:[ :111 of Ihe paI1ies inwred und provide primar)"
coverage for ullloss<!s and dllmages t.::Iused by rhe perils
COI'ued lhc:re by. Accordingly. all such polici-:s jhllll con.
f)in provisiuns ro (he effecc thaI in {he eve[1t uf payment
or .:iny loss ur damuge (he insurer will have nu rig/'m l1f
rec(j\'e ry <l!l:Ji ml uny of Ihe parties numetl as insureds !.H
nJdiriuliul insureds. and if Ihe insurers require separl1ce
wnrl'er forms 10 be signell by ENGINEER ur ENGI-
NEER';; Cllnsultunl OWNER will Ubluin the ~ume. anu if
such waiver forms are required of any Subconlractor.
CONTRACTOR will obtain rhesame.
Rtctipl and ApplicaJioll 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 10 OWNER as rnJSCee for Ihe
insureds. as their interests may appear. subjec t 10 che require.-
mencs of any applicable mongage clause alld of paragraph
S.U. OWNER shall deposit in a sepa~le accounc any money
so received. and shall dislribute Ir in accordance with such
agreement as the panics in interest may reach. If no olher .
special agreement is reached the damaged Work shall be
repaired or replaced. Ihe moneys so received applied on
account. thereof and Ihe Work and tll e Cosl thereof covered
by all appropriate Change Order or Written Amendment.
5.13. OWNER as trustee shallltave power to adjust and
settle any loss with [he insurers unless one of che patties in
imerest shall object in wriling with in lifleen days after'the
occurrence of 101S [0 OWNER's e:<:crcise of fhis power. If
such objection bc ma.de. OWNER tiS trustee shall make set-
Ilement wirh the insurers in accordance with such agreement
as the parties in interesr may reach. If required in wriling by
any party in incerest. OWNER as In/stee shall. upon the
occurrence o{ an insured loss_ give bond for the proper per-
formance of such duties. .
Acctptanc, of {/Uurallc,..
J.I4. IrOWNERha.;anyobjection lothecoverageafforded
by or olher pcovisions of Ihe insurance reqL:ired 10 be pur.
chased and mainlalned. by CONTRACTOR in accordance
with paragraphs 5.3 and 5..4 on the basis of ies not complying
wilh the Contract Documents. OWNER shaH notify CON.
TRACTOR in wriling thereof wichin ren days of che date of
delivery 01' such certificates to OWNER in accordance wich
paragraph 1.7: If CONTRACTOR has any objection [0 the
coverage afYorded by or other provisions of the policies of
insurance.required to be purchased and maintained by OWNER
in accordance with paragraphs 5.6 a.nd 5.7 on rhe basis of
[heir no\ complying wilh the Contracl Documen15.. CON-
TRACTOR shall notify OWNER in writing thereofwilhin len
days of the date of delivery of such certificares ro CON-
TRACTOR in accordance with paragraph 1.7. OWNER and
CONTRACTOR sho.!1 each provide: to lhe OIher such addi-
lional informacion in respecr of insurance provided by each
as rbe other may reasonnbl~' request. Failure by OWNER or
CONTRACTOR to give any such notice of objeclion within
the lime provided shaJl constitute acceprance of luch insur-
. ance purchased by rhe olhe r as com pi ying with rhe Contract
Documenrs.
Partial Ufilbllion-Proptrf)' !n!uranc(:
5.15. If OWNER nnds it necessary 10 occupy or use a
pOrlion or porlions uflne Work prior 10 SUb5C~n[illl Comple-
rion of all th~ Work. such tJs~ .or occupancy may be at:corn-
plisheu in accordant:.: Wilh pllragraph 14.10: provided (hat no
such us e Oi occupancy shall commence before the insurers
providing Ihe property insurance have acknowled'sed notice
lhereof and in writing e frected the changes in coverage neces.
silaled thereby. The insurers providing the propeny insur-
anc: shall consent by endorsement on the policy Dr policies,
bUtlhe propeny insurance shall nOl be cancelled or lapse on
aCcounl o( any 5uch partial use or occupancy_
ARTICLE &-:CONTR.;l..CTOR'S RESPONSIBILITIES
5uptnuion DIlti Su~rinl6ruJmct:
6.1. CONTRACTOR shaH supervise and direct lhe Worle
compelenlly and efficiently, devoting slIch altention thereto'
and applying such skills and expenise as may be necessary
10 p,erfonn the Work in 'accordaIlcc with the Contract Doc-
uments. CONTRACTOR shall be mlely responsible for tile'
melllls. melhods. tecllniques. sequences and procedures of
conHructjon, but CONTRACTOR shall not be responsible
(or the negligence of olhers in llle design or selection of a
specific means, melhod. lechnique, sequence or procedure
or construclion which is indicated in and required by the
Contract Docume,nlj. CONTRACTOR shall be responjible
10 3ee that the finished Work complies accurately with lhe
Contn.ct Documents.
6.~. CONTRAC]OR shall keep on Ihe Work at all timej
during ilS progress ,a 'competent residenl superintendenl. who
shall not be replaced without written notice to OWNER and
ENGINEER except under extraordinary circumsances. The
superinlelldem will be CONTRACfOR's repflmml;lltive at
the sile and shall have authority to act on behalf of CON.
TRACTOR, All communicacions given 10 the superint'endenc
shall be as binding as j{ given to CONTRAcrOR.
Wer, .I1e.u~ and Equipmml:
6,3. CONTRACTOR shall provide compctcr1l. suitably
qualified personnel to survey and lay OUllhe Work and per-
form conStruclion as required by [he Contract Documents.
CONTRACTOR shall ac all times maintain good discipline
and order Uthe sile, Except in connection with [he safelY (:Ir
proteclion of penons or the Work or property al [he sile or
adjaCent Ihen:to, and excepl as otherwise indiciled in the
Contract Documencs. all Work at che sice shall be performed
durini reBulu working hours. and CONTRACTOR will not
permit overtime work or the performance of Work on S.lI-
I.lrda:/. Sunday or any legal holiday without OWNER's wril'
len cons en I given after prior wriccen notice to ENGINEER.
6.4. Unlej5 otherwise specified in the General Require-
menls. CONTRACTOR shall furnish rond assume full respon-
sibili!y for all materials. equipment. labor. lransponation.
COr,SIT1!Clion equipment and machinery, tools. appliances,
fu el. power. Iigh t. heac, telephone, water. sanitary facililie s.
lemporzry facilities and all other facililies and incidentals
necessary (or the furnishing; perfonnance. testing. slan.up
and,comnleri"" nr ,h.. U1~.t.
6.J. All materials and equipment shall be o(iood quality
and new. e)(cept as otherwise provided in Ihe Conln.C! Doc.
umenlS. If required by ENGINEER. CONTRACTOR shall
furnish salisfaclory evidence (including repom of required
lests! as to the kind and qUalilY of malerials and equipment.
Ail materials and equipment shaH be applied. inslalled. con.
nected. erected. used. cleaned and conditioned in accordance
with Ihe instructions of Ihe applicable Supplier except.l.S
otherwise provided in the Contract Documents: but no pro-
vision of any such instruclions will be effective to assign 10
ENGINEER. or any of ENGIN EER's consultll1lu. aients or
employees. any duty or authority 10 supervise or direct the
furnishing or performance of the Wor\<: or any dUlY or author-
ity 10 undertake responsibililY conlra.ry to the provisions of
paragraph 9.15 or 9,16.
A.dJusting Progrts: Scllt:duu:
6,6. CONTRACTOR sha.1I submit to ENGINEER for
acceptance (to the extent indicated in parasrap~ 1.9) adjuH'
ments in the progress schedule 10 re/l.ect tire im.llact thereon
of. neW developmencs; then win conform generally to the
progress schedule then in effect and uldilionally will comply
with any provisions of the General Requirements applicable
thereto.
, SubstiJulrl or "Or.EqJUJJ" Irlrru:
6,7, I. Whenever materials or equipment arc specitied
or described in the ConlraCI Documents by,using the naITle
of a proprietary item or the name or a pankular Supplier
the naming of the item is iruended to eSlablish the type.
(unction and quality required. Unless the name is followed
by words indicating that no slJb'stilution is permilled.
materials or equipment of ocher Suppliers may ~e a.ccepted
by ENGINEER if sufficient informallon is submitted by
CONTRACTOR 10 allow ENGrN EER to detennine thac
lhe material oreq uipment propo sed is equivalenl or equal
to chat named. The,procedure ior review by ENGINEE.~
will include the followini as supplemenled in the General
Requiremenls. Requescs ror review of substitute ilems o(
material and equipment will not be accepted by' ENG I.
NEER from anyone ocher than c:ONTRACTOR. If CON.
TRACfOR wishes to fumish or use a. subscicute ,item of
mace rial or equipment, CONTRACTOR shall make writ.
ten applicalion to ENGINEER far acceptanCe thereo(,
cenifyini that the proposed substitute will perform ade.
quately the (unctions and achieve Ihe relul ts called (or by
the general design. be similar and of equal substance to
that specified and be 'sUiled 10 the same use as thac spec.
ified. The applicalion will state thaI the ,evaluation and
acceptance of the proposed substicute will not prejudice
CONTRACTOR's achievement of Substantia! Comple-
lion on lime, whether or noC acceptance of the substitute
for use in Ihe Work will require a change in any of the
Coneract Document's (or in the provisions of any. olher
direcl contncl with OWNER (or work on the Project) 10
adapt the design to the proposed substicute and whether
or nOl incorporation or use of the subHitule in connection
l,I.;th the Worle i~ SIlbieCl fO oavrnen! of any license fee or
roya!ry. All varialions urlhe proposed .~ubS(irurc from thar
specl.lied lVill be ide nlitiell in Ihe upplication a.nd a vai/able
mJJinlcnance. repuir and replacement st:rvice will be indi.
caled. The applic<llion will al.~o cunrain <In icemized csti.'
mille or' all CO~IS Ihal will result dirt:cllv or indirecllv from
acceprance of ~uch .~Ubsli(Uce. includi~g COS(S of redesilZn
and cJuims of 01 her COn crUClor.' uffecled bv rhe tesulli~ll
change. ill/ofwhich .~hall beconsillereu by ENGINEER
in e~:lluaring lhe proposetl .~ub.~li[ule. ENGIN EER mar
reqUIre CONTRACTOR ro furnish al CONTRACTOR's
expense additional datn aboul Ihe proposed SUbslilule.
6. i.:!. If a specific means. melhod. lechnique. sequence
or procedure of conHrucdon is indicaled in or required o~.
Ihe CuncraCI DOcumenls. CONTRACTORmav furnish or
ulilize a subslirule ~eans. melhod. sequence: rechnique
or procedure of conscruclion acceptable 10 ENGINEER.
if CONTRACTOR sub mils sufficient information ro allow
ENGIN EER 10 determine Chl1llhc subsricure proposed i!
equivalenc 10 chac incJicaled or required by Ihe Conlract
Documents. The procedure tor review by E~GrN EER
\ViII be similar 10 char provided in parag1'llph 6.7. I as applied
by ENGINEER and as may be supplemented in (he Gen-
eral Requirements.
6. i.J. E:-.IGINEER will be allowed a reasonable cime
within whleh 10 eva/Ull!e e:lch proposed subHieure. ENGl-
NEER will be Ihe sole jUdge of acceplability. and no
sUbsciwce will be ordered. insTal[ed or ulilized withoUI
ENGlNEER's prior wrilten acceprance which witl be evi-
denced by either a Change Order or an approved Shop
Drawing_ OWNER may require CONTRACTOR to fur.
nish ac CONTRACTOR's expense a speCial performance
guarantee or other surety With respect 10 any substitute.
ENGrNEER will record time required by ENG1NEER
and ENGiNEER's consulrnnts in evaluating substiturions
proposed by CONTRACTOR and in making changes in
(he Concract Documents occasioned Ihereby. Whelher or
noe ENGINEER accep!! a proposed sub~tilure. CON-
TRACTOR shilll reimburse OWNER ror che charges of
ENGINEER llnd ~NGiNEER's consullants for evaluat-
ing ~Dch proposed 5Ubslitute.
Conctrlling Subcontractors. SupplitrI anti Othus:
6.8.1. CONTRACTOR shall noC imploy anr Subcon-
lracror. SUpplieror urner person or.organizaeion (including
Ihose uccepr.able CO OWNER and ENGINEER as indi-
Clued in purugraph 6.8.:!). whether initiullv or as a ~ubsri-
IUle, against whom OWNER or ENGINEER mav ha\'e
reasonable ubJeclion. CONTRACTOR shall nOI be r~qujreJ
10 employ ;jn~ SUbCOl1lracrur. Supplier or orh<:r person ~lr
organiz::l!iofl 10 furnish or perform any dthe Wurk aguinsc
......ham CONTRACTOR ODS re:lsonuble objeclil\J',
6.8.2_ If che Supplementary Condilions r~ouire (h~
identil:, llfC:~r1ain Subcontractor~. Suppliers llr o;her per-
Ions or urganizuriun~ rinclutlin2 (hOSt: who arc: 10 rumi.~h
Ih.e principal ilems of mOll:iials ~ntJ ~quip men!) 10 be su!'l-
mitred 10 OWN ER in advunce of rhe specillc:tl ualc prior
to the Effo::crive Du(~ u/' rhe ,J..greemc:nr for aCt;cplunct: by
OWNER and ENGINEER and if CONTRACTOR h~s
submitred a tis c Ihereof in accordance wilh the Supple-
menlary Conditions. OWNER's or ENGlNEER's accepl-
ance r either in wriring or by faili ng 10 make written objec-
lion rhereto by Ihe uate indicated (or acceplance or objec-,
lion in the bidding docllmenls or ehe Contracl Documents)
of any such SubcomraClor. Supplier or ocher person or
orgnnizalion 50 idenritied may be revolced on the basis or
reasonable objeclion afrerdu~ inVe~lil!ation, in which case
CO/'.(TRACTOR shall submir an acceptable substitute. the.
Conrract Price will be increased by Ihe difference in Ihe
cost occasioned by such subsrilution and an appropriate
Change Order will be issued or Written Amendmenr signed.
'No acceprance by OWNER or ENGINEER of any such
Subcontractor. Supplier or olher person or organization
shall constituce a waiver of any righl of 0 W.NER or ENGI-
NEER 10 rejeCt defwil'e Work.
6.9. CONTRACTOR shall be fully responsible 10 OWNER
and ENGlNEER ror all acts and omissions of the Subcon,
traclors. Suppliers. and oeh'er persons and orglilniza.lions per-
forming or 'tumishing any of lhe Work undfr a direct or
indirecr cOMraCI with CONTR..\CTOR, jUst as CONTRAC-
TOR is responsible for CONTRACTOR 's own acts and omis-
sions. Noehing in rhe Contract Documenls shall 'creale any
contractual relacionsnip belween OWNER or ENGINEER
and any such Subcontractor. Supplier or olher p'erson or
organizadon. nor shall il m:ate any obligation on the part of
OWNER or ENGINEER 10' payor to lee to Ihe payment of
any moneys due any such Subconcracto~. Supplier or orher
person or organization e:<cepl as ma.y otherwise be required
by Laws and Regulations,
6. 10. The divisions and seclions of tit e Specifications and
Ihe idenlifica!ions of any Drawings shall not c'onlrol CON.
TRACTOR in dividing the Work Dmong Subcontractors or
Suppliers or delineating rh~ Work [0 be performed by any
specific rrade.
6.1 i. All Work p~ Ii'ormed for CO NTRACTOR by a Sub-
conlractor will be punuant fa an ~ppropriace agreement
between CONTRACTOR and the Subconlracror which spe-
cifically binds (he Subcontractor 10 (he applicable terms and
cond~cions of the COnlrac! Documen Is for rhe benelir of
OWNER and ENGINEER and camains "'aiver provisions
as required by paragraph 5.11. CONTRACTO R shall pay
t~ch Subcon[li1ccor i\ jusr share of nny in.surDnce moneys
rec~ived by CONTRACTOR on accounr of losses under pol-
icies issu~J pursuunr 10 parngraphs 5.6 and 5.7,
Pa,'tnt Fees and Royalties:
6.11. CONTRACTOR shall pay alllict:nse (~es and roy-
alties and ussume all COSIS incident to [he u.~~ in the perfor-
mance of ,he Work or Ihe incO/1l0rUlion in lhl:: Work of :lny
;nvt:ntio!1. design. prlJCess. product or tie vice which is (he
subject of pUlen! righls or C:Opyrighls helL! by ulhers. If a
purricular invenrion. design. process. producr or device is
specified in (hI:: Cuntracr Documents for U.~e in (he pc:rl'or.
monee of rhe: Work :lnd if 10 the aCluul knowl~c.lge of OWN ER
Or ENGINEER its use is subject to patent right~ or copyrights
calling for !he payment orany license fee or royaIty 10 others.
!he e;d$tence of such rig.h15 ~haI1 be di~closecl by OWNER In
the ContraCt DOctlm~nls. CONTRAcrOR shall indemnify
~d hold h~ess OWNER and ENGINEER and anyone
d~c[ly or IndU'ectly employed by either of them from and
apjnst all claims. dil!1ll.iu. losses and expenses (i!lc:1uding
anomeys' fees and court Uld ubil1'3tion COS1S) arising out of
any infringement of patent rirhu or copyrights incidellt to
the use in (he performance of the Work or resulting "from the
incorporation in the Worle oC any invention. design, process.
product O( device not spc~fied in the Conrnet Documenu,
and shall defend aI! sucb claims in connection with al)Y alleged
infringement of SUch rights.
p mrri1s:
6.13. Unles.! olherwi.!e provided in lhe Supplementary
Conditions. CONTRACTOR shall obtain and pay for lLll con-
stnJction permits and licenses. OWNER sJialI assiSt CON-
TRACTOR. when nece.!sary, in obtaining such pennits and
licenses. CONTRAcrOR shall pay all governmental charges
and inspection fees neces!ary for rlte prosecution o{che Work,
which are applicable at the time of opening of Bids. or ifther-e
are no Bids on the Effective Date of lheAiI"ecmenl. CON.
T~CTOR shall pay aU charges of utility owner! for con-
necuon~ :to the Work, aod OWNER shall pay ail charges of
.!l.Ich UUIllY oWners for capital cosu related thereto sucn as
pllllt investment fecJ. '
lAwI anti Rtgul4!iolU:
6.14.1. CONTRACTOR shall give aJI notices !l1d
comply with all La.ws and Regulations applicable 10 t'ur.
ruShing and perfonnancc of [he Work. Except where orb.
e':"lse e)(~resslY required by applicable Laws and Rcgu-
lauons. nel!her OWNER nor ENGINEER shall be respon-
sible for monitOring CONTRACTOR's compliance with
any La.ws or Regula.tions. .
~.14.2. If CONTRACFOR observes, that the Specili.
Callons or DraWings are at variance with any Laws or
Regulations. CONTRACTOR shall give BNGINEER
p~omp[ written notice thereof. ai1d 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 il is contrary to
sucn Laws or Regulacions. and without such notice to
ENGINEER. CONTRACTOR shall, bear all costs a.ri!ing
!here(rom: however. it shall not be CONTRACTOR's pri.
mary responsibility [0 make certain thaI the Soecitication!
and Dr.a.wings are in accordance with such Laws and
Regulations.
Taxes:
6.15. CONTRAcrOR shall pay all sales, consumer. use
~nd OI,ier similar taxes required [0 be paid by CONTRA.C-
OR. In accordance with the Laws and Regulations of the
place of the Project which arc applicable during the: ~rfor.
mance of {he Work.
Use of Prrmi.u::
6.16. CONTRACTOR shall contine constrUction eqLLip:.
ment. the storage of materials and equipment and the oper-
ations of worken to the Project site and land and areas iden.
tilied in and pennitled by rhe Conuact Documents and other
land and areas pennitted by Laws and Regulations. riV1u-
of.way, permits and easements. and shall not unrell,sonably
encumber the premises with consOilction equipment or olher
materials or equipment. CONTRACTOR shall IlSsume fuU
responsibility for any dama'ge to any such land or area. or to
the ,owner or occupant thereof or of any l.and or p.reas contig-
uous thereto, resulting [rom the perfonnance of the Wort.
Should any claim be made against OWNER or ENGINEER
by any such owner or occupan~ because of the performance
of the Work. CONTRACTOR shall promptly iUtcmptto settle
wilh 5uch other party by agreement or otherwis~ resolve the
claim by arbitration or at law. CONTRACTOR !hall. to the
fullest extent pennitted by Laws and Regulations, indemnify
and hold OWNER and EN GIN EERbim1l ess ,from and again~t
ail claims. damages. (OSS<:5 a.nd expenses !ineluding. but not
limited to. fees of engineers. archim:u, altorneys and oth~r
professionals and coun: and arbitration costs) arising directly,
indircl:dy or consequentially out of any lction, leg1l or equi.
table. brotlghc by any such O[hel' party LJ.l.inst OWNER or
ENGINEER 10 the eXtent based on a dr-im arising out of
CONTRA CTOR' s performance of the Worlc.
6.17. During the proil'ess of the Work. CONTRACTOR
shall keep the premises free from acc:umul&tions 'of waste
ma.terials. rubbish and other debris resulting from the Work.
At the completion of the Work CONTRACTOR shall remove
all waste malcnaIs. rubbish and debri5 {rom and about the'
premi5es as \Veil as all 100 Is. appliances. constrtlction equip-,
ment and machinery. ilnd surplus marerials. and shaHlcave
the site clean al1d ready for occupancy by OWNER. CON-
TRACTOR shall restore [0 oriilinal condiuon all property not
designated ror alteration by [he Contract Documents.
6. J 8. CONTRACTOR shall not load nor pennit any part
of an y stMJClUre 10 be loaded in any manner Ihal will endanger
, the structure. nor shall CONTRACTOR subject any part or
the Work or adjacent property 10 5treS5CS or pressures that
will endanger it.
R,cIJra' DOCU17l"tJr:
6.19. CONTRACTOR shall maintain iT. a safe place at
the sire one record copy of all Dra'oVing~. Specifications,
Addenda., Written Amendments. Change Orders. Work
Directive Changes. Field Orde,rs and wrinen inlerpr:Lations
and-clarific:ation,s (issued pursuant 10 paragraph 9.4\ in good
order and annotated 10 show all chanse! made during con.
struction. These record documents together with all approved
samples a.nd a counterpart of all approved Shop Drawinils
will be available !o ENGINEER {or reference. Upon com.
pie cion of [he Work. lhese record documents, samples and
Shop Drawings will be delivered 10 ENGINEER for OWNER.
Sa/try OIld Proffer,'on:
6.2 D, CONTRACTOR shall be responsible for iniliating.
maintaining and SUpervising all safelY precaulions and pro-
grams in conneccion with the Work. CONTRACTOR shall
take all rreces~ary precau lions for (he safelY of. and shall
provide che necessary prOleclion 10 prevent damage. injury
Or loss 10;
6.20.1. all employees on the Work and olher persons
and orgnnizations who may be atTected lhe:reby:
. 6.10.:!. alllhe Work and malerials and equipment co
be incorporaced rherein. whether in 510rnge on or off rhe
sile: and
6.':0.3. ocher propeny at Ihe site or adjacenr [here 10 ,
including lrees. shrubs. lawns. walks. pavements. road-
ways. HtUClu.res. 1Jtilities and Underground Facil jtjes nOI
designaUd for removal. relocation or replacement in the
course of conslruccion. .
CONTRACTOR shall comply with all applicable Laws and
Regulations of any public body /laving jurisdiction for lhe
safety of persons or property or [0 prOlect chern from damage.
injury or loss: and shall erect and maimain all necessary
5afeguards for such safelY and- prolecrion. CONTRACTOR
5hall nOlify owner! of adjacent property Ilnd of Underground
Facilities and uri/icy owners when prosecution of the Work
may alfecl chern. and sha1/ cooperace with -(hem in clie pro-
teCtion. removal. relocation nnd replacement of their prop-
crt,'. All dnmage. injury or 1055 10 -any property referred 10
in parqgrilph 6.:0.1 or 6.:!O.J caused. directly or jndirecrl~'.
in whole or in pan. by CONTRACTOR. Ilny Subconcractor.
SuppJi.:r or any ocher person or organization directly or indi.
reCti}" employed by any of Ihem 10 perform or furnish any at'
the Work or anyone for whose aCls any of rhem mllybe liable.
shall be remeiii~d by CONTRACTOR (except damage or loss
allribulable 10 the faulc of Drawings or Speciftc:lCions or 10
[he DC IS or omissions of OWNER or ENGINEER or anyone
employed by eiloer of them or anyone for whOse aClS eilher
oflhem may be liable. and noc altribulnble.dire~[ly or indr-
rectlr. in whole qr in part. Co rhe fault or negligence of CON.
TR.-I.CTORJ. CONTRACTOR'5 dUlies and n::spLlnsibiJicies
for rh~ saf~lr nnd prolecrion of Ihe Work ShllJl cuntinue unlil
such tim~ us ull lhe Work is compleled and ENGI:-.IEER hus
issu~J a norice 10 OWN ER und CONTRACTOR in accurd.
anc~ with pamgmph 14. /j thut rh~ Work is ilccepwble (e.~c~ pr
as \){herwise e:';pressly pro'{iu~d in connection with Subs{nn-
(inl Completion).
6.21. CONTRACTOR shull d::s;gnlll<: ~ respl.'nsib/e rcp.
resenlulivc: at !he site whose JUt~' shull be the prc:\'~ncilln I.lf
accjUc:nL~. This pmun sholl be: CONTRACTOR's superin.
lenu.:nt unles. olherwise uesll!nureu in wriring by CO;-..;.
TR,'KTOJ{ [0 OWNER. -
Emtrgrnciu:
5.'.:::!. In emergencies affectin! the safelY or p rorection of
persons or (he Work or property atthe site or adjncent lherelo.
CONTRACTOR. Wilhou( special instruction arauthorization
from ENGINEER or OWNER. is obligalcd to act 10 prevent
Ihreacened damage. injury or loss. CONTRACTO R shall ~ve
ENGINEER prompt written notice if CONTRACTOR believes
thac any .significan( changes in (he Work or vannlions [rom
the Controcl Documenls have been caused Ihereby.lfENGI-
NEER determines lhat a change in lite Conrra!;t Documencs
is required because of the action lolen in response 10 ~n
emergency. a Work Oin:clive Change or Chnnge Order Will .
be issued 10 dacumenl the consequences of Ihe changes or.
variacions .
Shop Drawings and SampllS:
6. ::!J. A(ter Checking and verifying al.llield measurements
and after complyinj with applicabl e procedu res sp~cilied in
the General Requirements. CONTRACTOR shall submillo
ENGIN EER far review and apprOi'll in accQ'r.dance with Ihe
accepled schedule of Shop Drawin.g submissions lsee para--
graph ::!.9l. or for .olher approprillle action if so indicated,in
the "Supplemenlary Condition5. five copies (unless ochel'\Vlse
specified in (he General Requiremerm I 0 fall Shop Drawinil.
which will bear a scamp or specilic wrillen indication (har
CONTRACTOR has satisfied CONT&ACTOR's. rC5ponli-
bilitil:s under che Contract Documen[s ~~ith respect to the
review of the submission. All subm.issions will be idcntified
li5 ENG{NEER may require. The data. shown on (he Shop
Drawings will be co.mplete with respect 10 quanlities. dimen-
sions. 5pec:ified performance and desi~n critcria. mOlenals
and similar daca 10 enable ENGINEER 10 review che infor.
macion as required.
6.14. CONTRACTOR sholl also submit [0 ENG.INEER
for review and appro....al wich such promplness ,15 to cause.
no de/ny in Work. all samples required by the Cent/1lcl Doc.
uments. All samples will have been checked by and accom-
panied by a specific wriccen indication [hal CONTRACTOR
hu sacisfied CONTRACTOR's responsibililies under the
Contract Documents with respeCI 10 the re....iew of (he sub-
mission and will b~ idenrified clearly as 10 malenlll. Sqpplicr.
pertinenc data such as cOlalog numbers and Ihe use for'which
inrended,
6.~5. f. Before submission of ~ach Shop Drawing or
sample CONTRACTOR ~ho.lI hrl'.e delermined and veri.
Red all quantitie:s. dimensions. spr:cified performance cri.
teria. inmllarion req uiremencs. malena/so calD.log num-
bers and similar dala Wilh respect [nemo and r::',i<!wed
or coordinaleJ ~ach ShLlp Drawing or s~mple Ivith olher
Shop DraWings and samples and ",lith [he requiremenrs of
the Work and the Contrncl Documer,ls.
6.25.~. Al the time of ellch submission. CONTRAC.
TOR .shull give ENG IN E E R spet:iFic wnuen .'loLic~ tlfeac~
v~riutivn Ihac the ShLlp Drawings or .\umple~ may have
from lhe: requiremenls LI" Ihe Cllnlr.JCI Oocumenls. anu,
in auditiun. ,hull caus~ ;( specilk nOlation IU be maJe on
each Shop Drawing submi[[ed [0 ENGINEER for review
and approval o{ each such variation.
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 confonnancc
With Ul cd csigo concept of the PToject and {o'r compliance'
with the in(onnation given in the Contract Documents and
shall not extend to means. methods. techniques. sequences
orprocedilres of construction (except where a specific means.
method. technique, sequence or procedure of conStruction is
indicated in or requircd by Ihe Contract DocumenlS) or to
safely precautions or programs incident thereto. The review
and approval of a separate item as such will not indicatc
approval of the assenibly in which Ihe item i'unctio"ns. CON.
TRACTOR shall make corrections required by ENGINEER.
l1ld shall ,return the required number of corrected copies of
Shop Drawing.s I11d submit as required new samples for ri:....iew
lIId approval. CONTRACTOR shall direct specilic attention
in writing to revisions other than the corrections called {or
by ENGINEER on previous subauttals.
6.21. ENGINEER's review and approval of Shop Draw..
in~s or samples shall not relieve CONTRACTOR from'
responsibility for any "'ari~tion from the requirements of the
Contract Documents unless CONTRACTOR has in writing
called ENGINEER's attention to each such variation at the
time oi SUbmission u required by paragraph6.15.:! and
ENGINEER has givcn 'NTitten approval of each such varia-
tion by a specific written notation thereof incor.porated in or
accompanying Ihe Shop Drawing or sample approval: !lor
will any approval by ENGINEER relicYe CONTRACTOR
from responsibility for errors .or omissions in the Shop Draw-
inss or from responsibility (or ha.ving complied with the pro-
....isions o{parailGph 6.~.1.
6.28. Where a Shop Drawing or samp[c is required by the
Specifications. any relatcd Work perlcnned prior to ENGI-
NEER's review a.nd approval of the peninen: submission will
be Ule sole expense and rcsponsibility of CONTRACTOR.
Condllliing tlr.. Work:
6.29. CONTRACTOR 5ha11 carry on the Work and adhere
10. the progress schedule during all disputes or disagreements
.Wllh OWN~R. No Work shall be delayed or postponed pend-
Ing resolullon of any disputes or disagreements. except as
permitted by paragraph 15,5 or as CONTRACfOR. and
OWNER may otherwisc agree in writing,
/ "ulrlnijwuilJfl:
6..30. To lhe fullest extent p~rmit[ed bv Laws and Regu.
lations CONTRACTOR shall ir,demnify ~nd' hold harmless
OWNER and ENGINEER and cheirconsu/tams. agent! and
employees from and against all claims. dam'ages. Josses and
~x~en!es, direct. indirect or consequential (including but not
lImited to fees and charges of en gineers. archilects. anomeys
and other professionals and court and arbitration costs) aris.
it-,a nIt' .....r __ _........1..
provided that any su~h claim. damage. 1055 or expense (a) is
actributable co bodily injury. sickness. disease or death. or 10
. injury 10 or dem\lclion of ta.l1gible propeny [olher th;n the
Worle iEselO including the loss of use resu!ling therefrom and
(b) IS caused in whole or in part by any nc:gJil~nt act or
onUssion ofCONTRAcrOR. any Subcontractor. any per10~
ororpnju~ion directly or indirectly employed by any o(lhem
to perform or-furnish any of the War\( or anyone ror whose
acls any of them may be liable. regardless of whether or nOI
it is caused in pan by a party indemnified hereunder or arisel
by or is imposed by Law and Regulations regasdless of the
neiligence of any such party.
6.J 1. In any and a.Il claims ap.h15t OWNER. or ENGI.
NEER or any of their consultants. aienlS Dr c:mployees. by
any employee of CONTRACTOR. any Subcontractor. any
person or organiiation directly or indirectly einployed by UlY
of them to perfonn orfumish any of the Work or anyone for
who!e acts any of them may be liable. the indernnific.ation
obligation under paragraph 6.30 shall not be limited in any
way by any Iiinir.ation on the amount or type -lif damaies, .
compensation or benetits payable by or for CONTR..ACTOR
or any such Subcontractor or other penon or organiz.ation
under worken. or workmen's compensation acts. disability
benefit acts or other employee benefit act.s.
6.32. The obligations of CONTRACTOR under PB12-
grAph 6.30 shall not e:mnd 'to the Uability of ENGINEER,
ENOIN'EER's consultants. agents or employees arising OUt
of the preparation or approval of ~llpS, dnwinss. opi~ions.
reports. sur"YCys, Change Orders. designs or speciiic.at.ions.
ARTICLE 1-OTHER WORK
Rtlaud Work al SUt:
7.1. OWNER may perform othc:rwork"related 10 the Proj.
e~t at the site by OWNER's own forces. have oth~r worle
. performed by utilltyownel"5 orletotherdirectcontrattS therefor
wnich shall coittain General Conditions similar to these. If
rl1e fact that such other work is to be performed wal not noted
in !be Contract Dccume:m, written iiotice thereof will be
given to CONTRACTOR prior 10 stal1ing any luch pther
work; and. if CONTRACTOR believes that such penor-
mance will involve additional expense to CONTIU..CTOR or
requires additional rime and the parties are unable 10 agree
as to the extent thereof. CONTRACTOR may ma~e 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 !o such a direct contract (or
OWNER. jf OWNER is performing the additional 'Vork with
. OWNER's employees) proper and safe access to lbe site and
a reasonable opponunity ror the introduction and !torage of
materials and equipment and the execution ofsuc.h work, and
shaJI properly connect and coordinate the Work with theirs.
CONTRAcrOR shall do all cuuing. litting and patching oC
the: Work that may be: required to make its several pam come
., ..
rRAC~OR shall no! endanger'any work of others by tuning,
~~ca vallng or otherwise allering !heir work and will only CUt
or aller their work with the wrillen consent o(ENCINEER.
~nd the ulhers whose worle will be affected. The duties and
responsibililies of CONTRACTOR under this paragraph are
for Ih e benefir of such u lililY owners and other contractors
[0 (Ill: c:<tel1llhal there are comparable provisions for lhe .
beneI'll of CONTRACTOR in said direct cantram between
OWN ER and Such utilicy owners and other camractars.
7.J. Ifany pan ofCONTRACTOR's Work depends far
proper e.~ecu[ion or results upon the work of any such olher
Contractor or Utili!!, OWner lor OWNERi. CONTRACTOR
shall inspect and promptly reporl 10 ENGINEER in writing
any delays. defects or deficiencies in such work thac render
it una vailab/e or unsuitable for such proper execurion and
results. CONTRACTOR's faiJure so to report will constitute
an acceptance of the other work as fit and proper for integra-
l/on wich CONTRACTOR's Work excepc for la.ten! or non-
apparel1l defects and deficiencies in IDe other work.
C oorriimuion..
1.4. if OWNER Contracts with ochers [or rhe perfor-
mance of other work on the Project at Ihe site:. the penon or
organizllclon who wi/I have authority a.nd responsibility for
coordinalionof the activities among the various prime con-
traclors' ......i11 be idel1litied in the.Supplemc:ntary Conditions.
and the specific matters to be covered by such authority and
responsibility will be itemized. and the: extent of such author-
ity an~ .respon.libiiiries will be provided, in the Supplementary
Condll/onoS. U nJess otherwise provided in the Supp!emenlluy
Condirions. neither OWNER nor ENGlNEER shall have Ilny
authority or responsibility in respect of such coordina.tion.
ARTICLE &.:-OWNER.S RESPONSIBILITIES
8.1. OWNER shall issue all communications to CON-
TRACT<?R through ENGINEER.
8.~. In case of lerminarion of the employmel1l of ENGI-
NEER. OWNER shall appoint an engineer against whom
CONTRACTOR makes no reasonable objection. whose sra-
!us under [he Contract Documents shall be [hac of the former
ENOfN EER. A.ny dispure in connection with such appoinr-
menl shall be subject ro arbitration.
8.3. OWNER shall fumish the dara required of OWNER
under the Contract DOCumenls promplly Dnd shall make pay.
men~s to CONTRACTOR promptly after they (Ire due as
provlll'edin pllrllgraphs [d.4and 14.13.
8.-1. OWNER's duti~5 in n:spect or providing londs and
ea,7emencs a.nd providing engineering surveys 10 ~srnblish
re,erence pOll1ts ore Set fOrth in paragrn phs 4.1 ilnu 4.4. Para.
graph 4.2 refers 10 OWNER's identifying and making avail.
able [0 CONTRACTOR copies of ~eporrs of explorations .:lnd
Ie S[5 ot' s ub.\urface conditions Dr che site and in c xi, ring s true.
lures which have been utilized by ENG!NEER in preparing
the Drawings and Specilicacions.
8.5. OWNER's responsibilides in respect of purchasing
and maintaining liability ilnd propeny insurance are set fonh
in paragraphs 5.5 lhrough j,8. .
8.6. OWNER is obligated 10 execute Change Orders as
indicated in paragraph 10.4.
8.7. OWNER's responsibility in respect of cemin
inspections. lesls and opprovals is set fonh in parag:raph 13.~.
8.8. In connection with OWNER's riRhl to SlOP Wark or
suspend Work. see parographs 13.10 and 15.1. Paragraph 1.1.2
deals with OWNER's right 10 terll1tnate services of CON.
TRACTOR under certain circumstances.
ARTICLE ~ENGlNEER'S STATUS DURING
CONSTR UCTION ;.
Own,r'J R,prtrtmtativ,:
9.1. ENGINEER will be OWNER's repr~sen[aljvedur-
ing the constl"Jction period. The dutiel and, responsibWtjes
and the limitations of authority of ENG INEE.R u OWN,ER's
representative during construction 'are set forth in the Con-
tract Documents and shall not be extended without written
consent orOWNER and ENGINEER,
v l.rCt.r /0 Sit.:
9.2. ENGINEER will make visics co ihe sice at iniervaJs
appropriate to the various srages of constnlction to observe
rhe progres:l anci quality of Ihe execuled Wor" and 10 deler.
mine. in general. if the Work is proceeding. in accordance
with thi: Contract Documents. ENGINEER wm not berequired
to make exhaustive or continuous on.site inspeerio ns to check
the quality or quantity of the Work. ENO[NEER's dfons
will be directed loward providin i {or OWNER a greller degree
of confidence that the completed Work will conform 10 the
Contract Documents, On the .basis of such visits and o~.si[e
observations as an experienced and quaWicd des isn profes.
sional. ENGINEER will keep OWNER informed oflhe prog.
ress of the Work and will ende!'-vorto guard OWNER against
defects and deficiencies in the Work.
Project R'pre.wrlanon:
9.3. If OWNER and ENGINEE.R agree. ENGINEER
will Furnish a Resident Project Re presentative [0 assist
ENGINEER in observing che perfonnanc: of [he Work. The
duties, responsibilities and limitations of aurhority Ill' !lny
such Resident Project Representiltive aild assistants will be
as provided in the Supplemc!n!llry Conditions. If OWNER
designales another ugent 10 fl:preSen ,OWN ER at (h~ 3it~
who is not ENGINEER's agent or employee. [he JUlie!.
responsibilities and limiltlrions of aUlhorilY of such ~lh~r
person will be as providctJ in lhe Suppl~menlary ConJitium.
10
ClarificatUlIJ aJUi [llUrprtl4liDlU:
9.4. .ENGIN~ER will iJ~ue with rea.1onabJe p'rompcness
~uch wnt1en danticalions or interpretations of the require:
menl! of .lhe Contnct Documents (in the (orm DC Drawinis
or o therwlJc I ~ ENGINEER may detcnninc nccmary. which
shall be conmre!!! with or reasonably inferable from the
overaJl izmnl o( the Contract Document!. If CONTRACTOR
beli~ves thal. a wrinen clari/iGa1ion or incerpretation justities
an Increase In the Contract Price or an e;w:nsion of the
Conlracr Time and the parties are unaple 10 agree 10 the
amounc or extenlthen:o(, CONTRACTOR may make a claim
therefor 3-' provided in Article II or Article 12.
A llIhoriu d Y 41"'.4lio/lf i1t Work:
9.5. ENGINEER may authoril:c minor variations in thc
Work from the requ~menl5 oflhe Contract Documenu which
do noc involve an ldjunment in the Contract. Price or the
Connce TIme and arc consistent with the overail intent of
r~e Cont~ct Documenrs. These may be a.Ccamplisbed by a
Field Order and Will be bindine on OWNER. and als(J on
CONTRACTOR who shall perform the Work in'Volved
promptly. If CONTRACTOR believe, that a Field Order
juuilies an increase in the Contract ?rice or an e:uc(1!ion of
[he Contract Time and. the parties arc unable ro agT.er: as to
the amounr or e;ct.enr thereof. CONTRACTOR may make a
claim therefor a.s prDvided in Article 11 or 12.
J?ejecriTlt DlfectiVI Work:
.9.6, ENGI1':1EER. wiU have authority to disapprove or
re~ecr Work wllfl::b ENGINEE.R believes to be dllle/fvl. and
wIllaiso have authOrity to require special inspection or.te.:uing
of rhe Worle B.5 provided in paragraph J3.9. whclber or not
the Work is fabricated. installed or completed.
Shop Drawings, Chanlr OrtUl"$ and PaymltUs:
9.7. In connecrion With ENGINEER's re.sponsibilllY Cor
Shop Drawings and samples. see parasrapbs 6,13 through
6.29 inclusive,
9.8. In connecrion with ENGINEER's responsibil1tieus
to Change Orders. see Mieles 10, II and /2,
9.9. In connection with ENGINEER's responsibilities in
respect o( ^pplic::ation~ for Paymenl. etc., see Article 14.
Dtltrrnil1a.Jior:u for UnUPrictJ:
_ 9,10. ~NG.INEER wiU determine the actual quantities
~d classiJicailons of Unit Price Work performed by CON-
I R.A.CTOR. ENGINEER will review with CONTRACTOR
ENGINEER '! preliminary determinations on ~uch matters
bef~re rendering a WT'iltcn decision thereon (by rec::ommen-
dation ,of an, Application (or Payment or olhe/"W'iseJ. ENGI-
NEER s Wr'lCten decisions thereon will be final and binding
UPon OWNER a.nd CONTRACTOR. unless. within len days
~~er ~~e date of any such decision. either OWNER or CON-
(0 ENGIN;ER wrinen notice of inrention to appe.aJ frolD
such a decision.
D,ci.rWn.s on DispUllS:
9. J 1. ENGINEER will be the initii1l intcfllreter of the
requirements of the Contract Documenls a.nd judge of the
acceptability of the won; thereunder, Claims, disputes 'and
other malten relating to the ac::ceptability o( [he Work 9r the
inecl1'retation ofche requiremen[s orthe Conrract Document!!
penaining to the perfonnance and furni~hing of the Work and
claims under Articles II and 12 in respect of changes in rhe
Contract Price or Contract Time will be referred iniLia.Hy to
ENOINEER in writing with a requesl for a fonn.aJ de~ision
in accordance with this paragraph, wh.ich ENGINEER will
render in writing within a reasonable time. Wricien nOlice oC
eas;;h sucb claim. dispute and other ma.tter will be delivered
by the claimant Co .eNGINEER and L1le other party to !he
Agreement promptly (bue in no event latcr tlun trony da.ys)
after the occurrence of the event giving ri,c thcr~to. and
wrirten sup.porting data will be $ubmimd to ENG~EERan.d
the other pany within sixty days after such occurrence unless
ENGINEER allows a.n additional period of.time [0 asceruia
more accuraee data in mppol't of [he claim.
9.12. When funcrioning as interpreter and judge under
paragraphs 9.10 and 9.ll. ENGINEER will not show par.
tiality to OWNER or CONTRACTOR.and will not be. liable
in connection with any intcrprelation or decision rendered in
good faith in such capacley. The rendering of a. decision by
ENGINEER pursuant. to paragraphs 9,10 and 9,11 witJ1 respeCt
to any such claim. dispute or other matter (exc~pt any which
have been waived by the making or acceptance of linal pa.y.
ment as provid~d in paragraph 14. /6} will be a condidon
precedent co any exerci~e by OWNER or.CON1'RActOR
of such rights or remedies as ~ither may.otherwise have under
the Contract Document!; or by Laws or Regulations in re,peet
ot an)' such claim. dispute or other muter,
Limiuuio7U 0/'1 ENGINEER's Rnpon.sihUiu:tS.'
9.IJ. Neither ENGINEER.s authori~y to act under this
Article 9 or elsewhere inlhe Cenuact Documents nor any
decision ma~e by ENG INEER Ingood faith either to e~ercise
or not exercise such authorilY JhaJl give rise [0 any duty or
responsibilitY of ENGINEER to CONTRACTOR. any Sub-
contractor. :lny Supplier. or any olher person or organization
performing any of the Work. or 10 any surelY for any .of them.
9.14. Whenc'/cr in (he Conlract Documents the terms' 'iLl
ordered", "as directed", "as required", "as allowed'., "iLl
approved" or terms of like effect or import are used. or the
adjectives "rea.1onable", "Slliuble". "acceptable", "proper"
or "satisfactory" or adjectives of Uke effect or impon are
used to describe a requirement, direction. revicw or judgmenl
of ,ENGINEER as [0 [he Werle, it jJ imended that luch
requirement. direction. review or judgment will be solely 10
evaluate the Work for compliance 'Meh the Concracl Docu.
ments {unless there is a. .It:lccillc .lralem/!~r j~dit".~ri"Q nlher-
elfeClive 10 assign 10 ENGINEER any duty or authority to
supervise or direc Ilhe furnishing or performance of the Work
Or any duty or authority co undertake responsibility concrary
10 the provisioo$ of paragraph 9. J 5 or 9.16.
9.1.s. ENGINEER will no! be responsHile (or CON-
TRACTOR 'Slrteam. methods. lechniques. sequences or pro-
cedures of conscruction, or the safelY precaucions and pro-
grams incidenr chereto. and ENGINEER will not be respon-
sible (or CONTRACTOR's failure to perfonn or furnish the
Work in accordance wilh the Contt<lct Documents.
9.16, ENGINEER will not be responsible for lhe acts or
omissions of CONTRACTOR or of any SubconlraCtOr. any
Supplier. or of any olher person or organization performing
or furnishing any of the Work.
ARTICLE IO-CHANGES IN THE WORK
10.1. Withou tinvajidating tIJe Agreement and without notice
to any surety. OWNER may. at any time or (rom time to
lime. order additions. deletlons or revisions in the Work:
these will be authorized by a Written Amendment. a Change
Order. or a Work Dlrective Change. Upon receipt of any such
document. CONTRACTOR shaH promptly proceed with the
Work involved Which will be performed under the applicable
conditions of the Contract Documents (e:(Cepl as otherwise
specincarly provided).
10.2. If OWNER and CONTRACTOR are unable 10 agree
a.s to the' eXtent. if any, of an increase or decrease in the
Contract Price or an extens ion or shortening of Ihe Contract
Time lhal should be allowed as a.result of II Work Directive
Change. a claim may be made Ihere(or as provided in Article
II or ArtiCle' 1:2. .
10.3. CONTRACTOR jhall not be entjtled to an increase
in the. Contract Price or an e ;'ttcnsion of the Concr:lCI Time
with respect co any Work performed thaI is not required b~'
(he Concract Documents as llmended. modified and supple-
mented as provided in pamgraphs 3.4 and 3.5. except in Ihe
case of an emergency as prov.ided in paragraph 6,.:!~ and
e.xcepr in (he Case of uncoverinli Worle as provid~d in paru-
graph IJ,9. - . .
IO.~. OWNER and CONTRACTOR shall execu(e uppro-
pna(c Change Orders (or Written Amendments) coverin~:
IO.~.I. changes in the Work which are order:d b~'
OWN ER pursuan 1 [0 paragraph 10.1_ are requir~d bec:lus~
of oceep [om: e of clr/rC'lil'e Work under p~ragraph I J. 13 \.lr
corr~cling dl~/(>({i1'e Wurk under paragraph IJ.I-L or :Iri
~gr~c:d 10 by I h~ partit:s;
IO.~.~. I:hanges in che COn(rilCI Price or CllnrrQct Tim~
IYhit=h ure ugr~etl 10 by the purtic:s: uOll
10.4,3. changes in the Contmct Price or Contract Time
which embody (he substance of nny wriuen decision (en-
dered by ENOfNEER pursuant 10 paragraph 9.11;
provided that. in lieu of ex:ecuting any luch Change Order.
an appeal may be luken from any such dcdsion in accor?ance
with the provisions of (he Contract Documents and apphcabl~
Laws and Regulations. but during any such appeal. CON-
TRACTOR shall carryon the Wack and adhere to (ne prog-
ress schedule as provide!-l in paragr:lph 6.29.
10..5. If notice of any change aIfecling the ~eneral scope
of lhe Work or the provisions of the Conen.cl Documents
(including. bUI not limited 10. Contract Price or Cont.ract .
Time! is required by rhe provisions of i1~y Bond to be gl~en
to a surety. the giving of any such notice will be ~ONTRAC-
TOR's responsibility, and tbe amount of each apP[lca~fe Bond
will be adjusted accordingly.
ARTICLE J I-CHANOE Of CONTRACT BRICE
II. J. The Contract Price conslitutes the total compen-
sation [subject to auth.orized adjustments! payable 10 C?~-
TRACTOR for performing the Work, All duties. responSibil-
ities Bnd obligations assigned Co or undertaken b.y ~ON-
TR_A.CTOR ~hnll be at his cxpensr: without change In the
Contract Price.
1[.2. The Contr.act Price may only be changed by a Change
Order or by a Written Amendment. AflY claim for.anincreasc
or decrease in the Contract 'Price sbaJt"bc based on wriuen
noeice delivered by (he party making' the claim to (he other
party and 10 ENGINEER promptly (but.in no eve.n~ late: lblln
thirty days I after the occurrence of the .evenc gl~1ng me, [0
the claim and sCilling lhe generul nalure of the claim. NOClce
of the amount of the claim with supponing data shall be
delivered wilhin sixty days after such occurrence Cunles!
.ENGINEER allows an additional period of time 10 ascertain
more accurate data,in support of fhe claimJ and shall be .
accompanied by claimant's written statement that the amount
claimed covers all known amounts (direct. indirecl and con.
sequentiall to which the claimant is entitled as a.remlt ~(the
occurrence of said even l. All claims for adjustment In the
Contract Price shall be determined by ENGINEER in accor.
dance Wilh paragraph 9, II if OWNER lll\d CONTRACTOR.
cannor ucherwise agree on the nmount involved. No claim
for an adjustmenr in (he Con tract Price will be valid if nOI
submitted in accordance wich [his parag'raph II.~.
J 1.3. The value of any Work covered by a Change Order
or of anY claim for an increase or decrea.se in :he Comract
Price sh~JJ be determined in one of t"e iollo......ing ways:
II.J.I. Where the Work involved is covered by unil
prices contained in the: COnlr.1ct Documents. bp.pplica.
lion of unit pric~s to I he quantities of the items invulved
(subject [0 the provisiuns of paragraphs j 1.9.1. through
11.9.J. inclusive).
11.3.2. By mUlUal acceptance of a Jump sum (which
may include an allowance for o',erhead and pront nOl
necessarily in accordance with paragraph 11.6.1.1).
II.J.J, On the basis of the COSt of the Work (deter-
mined as provided in paragraphs 11.4 and ) 1.51 plus a
CONTRACfOR's Fee for overhead and profil (deter.
mine: d as provided in paragraphs 11.6 and 11.7).
COtl of Jilt Work:
11.4. The lenn COst of Ihe Work means (he sum of aH
COSU nece:ssa.rily incurred and paid by CONTRACTOR in
the proper performance of [he Work. Except as otherwise
maybe agre:ed to in writing by OWNER. such costs shaJI be
in amounls no higher than lhose prevailing in lhe locaJicy of
the Project. Jhall include only lhe following items and shall
nol include any of lhe costs itemized in paragraph I U:
11.4. J. Payroll com for employees in the direct e:mploy
of CONTRACTOR in Ihe perfonnance or the Work under
schedules of job classifications asreed upon by OWNER
and CONTRACTOR. PayroU COsts for employecs not
employed full time on the Work shall be apponioned on
Ille basis of their l1me spent on r.he Work. Payroll com
shall include. but not be limited to, saJariC.:li and wases
plus the 'COSt of fringe benefits Which shall include .'Socia!
security contributions. unemployment. excise and payroll
LUes. workers' or workmen's compensation. health and
retirement benefiu', bonuses. sick leave. vacation and hol.
iday pay applicable lhereto. Such employees shaJl include
superinlcndenu Uld foremen at the site. The expenses of
perlorming Work after regular working houn. on Satur-
day, Sunday or legal hOlidays, shall be included in lhe
above to ttlc extent authorized by,OWNER,
11..4,2. Cost of all materials and equipment fumi..shed
and incorporated. in the Wo.rk. including costs of trans-
portation andnora.lle thereof. and Suppliers' field services
required in connection therewieh. All cash discounts shall
.accrue to CONTRACTOR unless OWNER deposits funds
with CONTRACTOR with which 10 male'e payments, in
which l:a.5e the cash discounls shall accrue LO OWNER.
AIl lrad!: discounts, rebates and refunds and all returns
[rom sale of surplus materials and equipment shail accrue
to OWNER. and CONTRACTOR shaJI make provisions
so that lhey may be obtained.
11.4 .J. Payments made by CONTRAcrO R [0 the
Subcontractors for Work performed by Subcontractors,
If required by OWNER. CONTRACTOR shari obtain
competitive bids (rom Subconlractors acceptable to CON.
TRAcrOR 3J1d Jhall deliver such bids 10 OWNER who
v...ill tnen aelennine. with the advice o(ENGINEER, which
bids will be accepted. If a subcontiact provides thal the
S ubcOnt....aclor is 10 be oaid on the basis o[ COSt of the
Work Plus 1 Fec:. the S~bcontractor. s Cost of Ihe Work
s haJl be: de (ermined in the same manner as CONTRAC.
TOR's COSt of the Work. All subcontracts shall be subject
to the other provisions of the ConlraCl DOtUmenfS insofar
as applicable.
11.4.4. COstS of special consultants <including but not
limited to engineers. architects. (esling laboratories. sur.
veyo~. anorneys and aCCOuntant~) empJoyed for services
specifically related 10 (he Work.
11.4J. Supplemental com includina lhe following:
11.4.S.l. The proportion of necessary transporta-
tion. fravel and subsistence expenses of CONTRAC.
TOR's employees incurred in discharge of duties con-
necled with (he Work.
11.4.5.:!. Cost. including lranSportation and main-
lenance. oEall materials. supplies. equipment. macbin-
ery, appliances, office and temporary facilitics at the
site and hand tool's not owned by the workers. which
are consumed in the performance oflhe Work. and cost
less market value or such items used but nq,. comumed
whkh remain Ihe property of CONTRACTOR.
1/.4.5.3. Rentals of all construction equipmenr Uld
machinery and the pans thereof whether rented from
CONTRACTOR. or others in accordance with rental
ag:reement~ approved by OWNER Wilh the advice or
ENGINEER. and the cosu of tnrlsportation, loading.
unloading, installation. dismantling and removal
thereo{--a.ll in accordance with tenns of said rental
ag;reemenl~. The rental of any such equipm~tl[, machin-
ery orpar15 shall cease when the use thereof;s no longer
necessary for the Worl:.
11.4.5.4. Sales: consumer, use or similar lUes,
related 10 the Work. and for which COi'lTRACTOR is
liable. imposed by Laws and Regulalions.
J 1.4.5.5. Deposits lost for causes other than negli,
gence o{ CONTRACTOR. any Subcontractor or any.
.one directly or indirectly employed by any o{ them or
(or whose aCts itny of Ihem may be liable. and royalty
paymenls and fees [or pennit~ .and licenses.
11.4.5.6. . Losses and dama.ges land related
expenses). not c'ompensaced by insurance or olherwise,
Ie the Work orolherwise sustained by CONTRACTOR
in connection with the performance and rurnishing of
the Work (except losses and damages within the
deductible amounts of property insurance established
by OWNER in accordance with pan.graph 5,9). pro.-
vided they have re.sulled from causes other than Ihe
negJil1ence .of CONTRJI..CTOR, any Subcontractor, or
anyone directly or indirectly em ployed by any of them
.or for whose acts any ,~[ them may be liable. Such
losses shall include seu/ernents made Wilh the written
consent and ~pproval o[ OWNER. No such los5es.
damages and expenses shall be included in the COSl of
the Work for fhe purpose o( determinin~ CONTR.AC-
TOR's Fe:. If. however. an)' such loss or damage
requir~s reconsrruc<ion and CONTRACTOR i.~ placed
in c~arge Ihereof. CON1'RACTOR shall be paid (or
servIces a f~e prop<Jr!ionUle 10 !hat S 'nled in paragraph
11.6.2.
IU.5.7. The cost uf ulililies. fu.:1 and sanitary
facililies at the $ite.
II..U.B. ,Ylinor e~penses such <lS ldegrams. long
diSla!1ce 1~lephone c:Jlls. telephone service :H the sileo
e.,<preHage and similar pellY c~sh items in conneclion
with Ihe Work.
I j..U.9. COSl of premiums for udalilional Bonds
anal insurance require!.! be:cllu.~e urchanccs in the Work
and premiums for propercy in.wr.lnce c~ver<lge wilh;n
rhe limits or the deductible amount~ eHablished bl'
OWN ER in accordance with paragraph 5.9. .
I U. The term Cosr of the Work shaH not include anr of
Ihe following:
[1.5.1. Payroll COSts and other compensation 6t'CON.
TR.~CTOR's officers. e.~ecutives. principals lof ponner-
ship and sole proprietorJhipsJ. !lcnertll mana~ers; engi-
neers. architects. estimators. attorneys. auditors.accoun-
tants. purch asing and con lracting agents. e.~peditofl.
timekeepers. clerks and olher personnel employed bl'
CONTRACTOR Whcther at Ihe sile or in CONTRAC-
TOR's principal or a branch office for general administra-
lion oflhe Work and not specifically included in the"agreed
upon schedule of job classificalions referred to in para-
graph II. ~.I or speCifically covered by paragreph I r .4.4-
all of which are 10 be con!idercd administrative coStS
covered by the CONTRAqOR's Fee.
I f .5.2. E:<penses r>( CONTRACTOR's principal and
branch orficcs olher than CONTRACTOR's cJflice at Ihe
sire.
. r 1.5:3. . .-\nYPLlrHlrCONTR.ACTOR's~apicnl expenses.
Includmg rntereSI On CONTRACTOR'S capital employed
(or. t/1e Work and charges againsc CONTRACTOR for
delinquent payments.
I r .504. CaS! of premiums for aff Bond~ nnd for all
insurance whether or not CONTRACTOR is required br
[he Cunlruet Documents to purchase and moinlain rhe
same (excepr for Ihe GOSt ut' oremiums covered bv sub-
parngraph r U.5.9 nboveJ. . .
11.5.5. Cum due to the ne~li~encr: of CONTRAC.
TOR.llny Subconrrnc!or. or llny~n~ t.lireccly or indirecdy
~mprllyed by any of I;'~m ur ror whn<e aClS anv of Ihem
m.:J~' ht: liahl.:. ;(jd~IJi!1!; buc not limic~J co. ,h~ ~orreC:lion
01 dt'Jio( ;i', \~"'urk. Jispos;rl of mu[criuls or ~quipmelil
wrongly ~'l, -.r .!." ~ "..,aking guod any dnm:lge"w prop-
~r[:, .
11.~.6. Other u\'.:rhetH.J or gener~1 t:xpens.: CoSI.~ ut
any klnll anti the Cllses ur any ilem nUl ~peciriclllly anu
~.xpress'y includell in pUn.Jgra ph I r..l.
CONTRACTOR's Ftt:
11.6. The CONTRACTOR's Fee lllowed co CONTRAC-
TOR (or overhead and prolil shall be delermined as follows:
11.6.1. 0 mUlual1 '! o1cceplllble ~xed fee: or if none can
be agreed upon.
11.6.2. a fee bosed on [he following percenlages of (he
various portions of lhe CoS{ of lhe Work:
11.6.:!: L [or com incurred limier parasrnphs 11..1.1
and "I L.l.~. the CONTRACTOR's Fee shall be Mleen
percenl:
1 1.6. ~.~. for costs incurred underparagraph I J .4.J.
Ihe CONTRACTOR's Fee shall be F.vcpercent: and if
a subcontract is on Ihe basis of Co H of [he Work Plus
a Fec, the ma.~imum allowable 10 CONTRtI,CTOR on
al:COUnl of overhead and proht of all Subcontractors
shall be fifteen percent:
.
.'
11.6.~.J. no fee "shall be paya:ble on the basis of
costs il~miz:ed under paragraphs II.-l.~. 11..U and 11.5:
11.6.::.4. rhe nmoun( of credil co be allowed by
CONTRACTOR"lo OWNER for any such change Which
results in a nel decrease in cost will be che amount or
rhe actual net aC:t:'fCllSe plus a deduction in CONTRAC.
TOR's Fee by an amount equal 10 len percenl of the
net decrease: and -
11.6.1.5. when bOlh additions a"nd credits are
involved in anyone change. the: adjuslmen[ in CON.
TRACTOR'J Fee shall be c'omputed on the basis oflhe
net change in accordance with paragraphs 1\.6.1.1"
lhrool gh 11.6.::...L inclusive.
11. 7. Wheneverrhe cost of any Work is 10 bedelermined
pursuant co pnrllgrllph II A or 11.5. CONTRACTOR. will
sub mil in (orin acceplable 10 ENGINEER an itemized cost
breakdown logether Wilh" supporting"dat~.
Cash A/lowanCtl:
11.B.1l is understood I hat CONTRA 00 R has included'
in the Conlract Price all allowances 50 na med in the Conlrac!
Documents and shull c:nusc= Ihe Work so covered 10 be done
by such Subconlruclor5 or Suppliers o.nd forsuch sums within
Ihe limit of Ihe allowances us may be accepcllble co ENGr-
NEER. CONTRACTOR ugrees Ihal:
11.8.1. The ullow:Jnccs ine/ude the cost to CON-
TRACTOR (Ies.~ uny npplicable (rnde discounts J of mate-
rials and equipment required by (he allowances 10 be deliv.
ered at the sileo llnd lllJ applicllble fa.'leS; and
11.8.2. CONTRACTOR's costs fur unloading. and
handling un the sile. labur. installation cu~ls. overhc:od.
profit !lnu OIher e~pensc.~ con lemphued for (he ulluwilnce~
have been incluueu in lhe: C0ntrucl Price and nOI in the
allowances. No demand (or addicionaJ payment on account
of any thereof wiU be vaJid.
Prior [0 final ~ayrnent, an appropriate Change Order will be
issued as recommended by ENGINEER to reflect actual
amounts due CONTRACTOR on accounl of Work covered
by allowances. and (he Contract Price shall be: correspond-
ingly adjusted.
Unu Price Work:
l1.9.1. Where the Contract Document! provide that"
aU or pan of tbe Work is !o be Unit Price: Work. initially
the Contract Price will be deemed 10 include for all Unit
Price Work an amOUnt equal [0 the sum of the established
unit priccs for cach separately identified item of Unit Price
Worle times the estimated quantity of each item as indi-
cated in the Agreement. The estimated qtLanlities of itelrul
oC Unit Price: Work arc: not -gtIllral1teed and are solely for
the purpose of CompanIon of Bids and determining an
initial Contract Price. Determinations of the actual quan-
lities l!Jld classifications of Unit Price Worle perfonned by
CONTRACTOR wiU be made by ENGINEER in accor-
dance with Paragraph 9./0.
11.9.2. Each unit price will be deemed to include an
amount considered by CONTRACTOR Co be adeqUate to
Covcr CONTRAcrOR '$ overhead and profit for each scpo
a.nuely idendtied item.
11.9.3. Where the quantity of any item of Unit Price
Work performed by CONTRACTOR differs materially
and significantly from the eHimaced quantity of such Jtem
icdicated in the Agreement and there is no corrcspondinll
adjustment with respect [0 aoy other item of Work and if
CONTRACTOR bclieveJ that CONTRACTOR hIS
incurred additional eXpenJe as a result thereof. CON.
TRACTOR may make a claim for an increase in the Con.
tract Price in accordance with Article II if the panies are
unable to agree as (0 the amount of any such increase.
.ARTICLE 11~HANGE OF CONTRACT TIME
12.1. The Contract Time may only be chansed by a Change
Order Or a Written Amendment. Any claim for an extension
Or s,~onening pftne Contract Time shall be based on written
notice delivered by [he party makinll the claim 10 [he other
Party and to ENGINEER promptly (but in no evenlla!er lhan
ti1irty days) after rhe occurrence of Ihe eVent iiving rise to
Lhe claim a.,d Haling the genenJ nature of the claim. Notice
of the extent of- the claim with supponing data shall be deliv.
ered within sixty days afler such occurrence (unless ENGI-
NEER allows an additional perie.d of time to ascertain more
accurate data. in suPPOrt of the claim) and shall be accom-
partied by the claimam's written statement that the adjust-
ment claimed is the entire adjustment to which the claimant'
has reaSOn to believe it is en titled as a result of [he occurrenCe
of said event. All claim! for adjustmenc in (he Co~[ract Time
shall be determined by ENGINEER in accordance wiLh pan..
graph 9. J 1 if OWNER and CONTRA.crOR cannolouerwile
. avee. No claim for an adjuslment in the Conrract Time will
be valid iInotlUbmirted in accordance with the requirementS
of this paragrapn J2.1.
12.1. The Contract Time will be extended in an' amouDt
equal to time lost due to delays beyond Ihe control o( CON.
TRActOR ff , claim is made therefor as provided ill. para-
graph 12.1. Such delays shall [ndude. but noc be limited to.
acts or neglect by OWNER or othen performing ldditional
work as contemplated. by AnkLe 1, or to tire!, "cod!, labor
disputes. epidemics, abnormal weacher conditions or leu of
God.
12.3. All time limits stated in the Con[J'U;i Documents
are o(the essence of the: Agre-ement. The pro\lisions or this
Article- 12 shall nOl exclude recovery for damages (includinl
bue not limited to fees md charges oC engineers, arc hi [Ccu,
attorneys and ocher professionals and court a.n~ -aroitn.tion
casu) for delay by either pany. ;.-
ARTICLE J3-WAR.RANTY AND GUARANTEE;-
TESTS AND INSPEcTIONS:
CORRECTION. REMOVAL OR
ACCEPTANCE OF DEFECTIVE WORK
W I%ITlI1tt)' aruI G 1W'I%fIU':
13..1. CONTRACTOR warrants and guaranTees to
OWN-ER a.nd ENGINEER that aJ] Work 'will be in accor.
dance'wirl1 the Conlnct Documents and will not he it[,crivt.
Prompt notice of all tlefectS sha.1I be given to CONrRAC.
TOR. All d~[terjVt Work. wheTher or not in place. may be
rejected. corrected or acc.epted as provided in this Aniclc 13.
Ae&':Il ta Work:
IJ.2. ENGlNEER a.nd ENGrNEER's representalives,
ather represen~tives of OWNER. testing a.encies and gov-
emmencal ajcllcies wi[h)wisdictior..a1 intere.lt.s will h~vc access
to the Work at reasonable times for their observation. inspecting
and resting. CONTRACTOR sha.l1 provide proper and safe
conditions for such access.
ruu and Insptcliorrs:
13.3. CONTRACTORshalJ give ENG1NEERtimelynolice
of readiness of lhe Work for alr required inspections. leSlS or
approvals,
13.4- If L.aws or Regulalions of any public body having
jurisdiction require any Work (or part thereof) 10 specifically
be inspected. teSled Or approved, CONTRACTOR shall
a.!I'llUme full respooEibility therefor. pay all com ill connection
therewith and fumish ENGINEER the requi~d certific.ates
of inspection. [estin~ or approval. CONTRACTOR !hall also
be responsi?le for and shall pay ~Il costs in connecti~n with
any inSpecllon or testing required in connection with OWN-
ER's or ENGIN EER 's acce plance 01' a Supplier of materials
or cquipmenr proposed 10 be incorporated in the Work, or of
malerials o~ equipment submicred for approval prior to CON-
TRACrO~ s purchase Ihere offorincorporarion in Ihe Work.
The cost 01 all inspections. tem and a pprovals in addition to
the above .which are required by Ihe Co nlract Documencs
shall be paId by OWNER runless olherwise specified),
13.5. All inspec lions. tem' or approvals other than those
~c~ui~ed. by laws or Regulations ot" any public body having
Junsdlctlon shall be performed by organizations acceptable
to OWNER and CONTRACTOR lor by ENGI;-.iEER if so
specified).
I J .6. [( any Work !including lhe work o{.others) Ihat is
to be in.spected. tested or approvcd is covered wilhout writt'en
concurrence of ENGlNEER. it nlust. if requesled by ENG [-
NEER. be uncovered forobscrvation. Such unco~'ering shall
be at CONTRACTOR' s e:tpense unless CONTRACTOR has
given ENGINEER limely notice ot'CONTRACTOR's inten-
tion 10 cover the same and ENGINEER has not acted wilh
reasonable prompmcss in response [0 such notice.
. 13.7. Neither observations by ENGINE.ER nor inspec-
lions, lests or appro'vals by others shall relieve CONTRAC.
TOR from CONTRACTOR's obligations to perform the Work
in accordance with the Conrract Documencs.
OnCOYln'nl Work..
1.1,8. [fany \York is covered controry to che written request
of ENGINEER. it mUSI. if reque5led by ENGI:'iEER. be
unco~'ered for ENGINEER"s observation and replaced at
CONTRACTOR's cxpense.
/3.9. If ENGINEER considers it necessary or advisablcl
chnt covered Work be observed by ENGINEER or inspecled
or lested by olhers. CONTRACTOR. at ENGINEER's
requcsl. shaJl uncover, expose or otherwise mokeavailllble
for ~bservatilJn. inspecrion ~r testing as ENG!):EER may
require. Ihat pIJrtion of the Work in question. furnishing all
necclssary lobor. 'mnrerial and equipment. If it i:; t'ound [hat
such Worl.: is clt!.ti:c'/il'('. CONTRACTO R shall be::lr ::111 direc!.
indirect and consequ~ntial COSlS of such unc~vering. expo-
sure. observlllion. in~pec:tion and tcstiniZ and ot' ~i\(is{actor\'
reconscrucliuli. rincluuing but no! limited to fees and charllO:~
of c:ngineers. llrchit~cIS. allorneys and ulher pror'~~sionoi.sl.
anll OWNER shall be: ~nlilled 10 an approprial~ Jecreus~ in
lhe Cun/mct Price. "nu. if the purties ur~ unable 10 agre~ as
.10 I h~ ~ muun tlh ~reot'. ma~' malo.::: ~ claim [h~r~for:1:' provid::d
In :-\flIc1e II. If. h011 <:\"a. such Wvrk is nutfLlund to h~
rMC'l'Ii."L'. CO\'TRAlTOR ,hIli I be al!ow~d un increase in
[he C~lnlra~l Pl'i.~ :1' "il oi\.'nsiun ofth.: Contra..:! Time. llr
b()lh. Jirecllr atlritltlrabl~ tv SLJch uncov::rinc. ~xp(Jsur.:.
t.:lb,cr....l!ion. in:;pcctiun. te~ling ~lid reconstru~lil'n: unu. if
thereof. CONTRACTOR may make a claim therefor as pro-
vided in Articles II and 12.
Owner May Slop /he Work:
IJ.IO. [f the Work is defmil'e, or CONTRACTOR fails
to supply sufficient skiHed workers or suitllblc m~[erials or
equipment. or fails 10 furnish or perform the Work in such a
way that lhe completed Work will con{onn co che ComraC!
Documents. OWNER may orderCONTRACTOR 10 SlOP lhe
Work. or any portion thereoL untillhe cause fo r such order
has been eliminated: however., rhis righl Df OWN ER to stop
!he Work shall not give rise (0 any dUly on !he part of OWNER
to e,~ercise [his right for the benefit of CONTRACTOR or .
any olher pany.
Corrtction or Rtmoval 01 Defeetivl Work:
13.11. Ifrequired by ENGINEER. CONTRACTOR shall
promptly. as directed. either co.rrect a.11 deftcci~'t! Work.
wherher or not Fabricllted. installed or cempleled. or, iC ine
Work has been rejected by ENGINEE.R. remQ.ve it from [he
site.and replnce it with lIondefmi1'i Work. CONTRACTOR
shall bear all direct, indirect and consequential com of such
correction or remo...al (including bUI nOI limited to fees and
charges of engineers. a.rchitects. altomeys and Olher profes-
sionals1 made necessary lhereby.
Ont Year Correction Period..
13.12. ff within one yenr aftet the dare 0 r Substantial
Complelion or such longer period of time as may be pr~.
scribed by Laws or RegUlations or by Ihe lerms of any applf.
cable special guarantee required by ,he COnlr.lCI Documcnls
or by any specific pro vision of the Contract Documents. any
Work is found tobe dtjtrti)'t. CONTR...I,.CTOR shall promptly.
without cost to OWNER and in accordance with OWNER's
wnllen instruclions. either correct such ritltrtil'~ Work:, or.
jf it lias been rejected by OWNER. remove ic ftom the sile
and replace it with lroncltj"tr:til'e Work. if CONTRACTOR
does noc prompdy comply wirh the terms of such instructions.
ur in an emergency where delay would cau.!!: serious risk oC
loss or damage. OWNER may have (he uljtctil'f! Work ear,
rected or lhe rejected Work removed and replaced. and all
direct. indirect and' consequen tial COllS of; uch removal and
. replacemenllinc!uding but not limited to fees and charges of
engineers. arch/lects. :ltlorn~ys and other prof~ssionll.ls) will
be paid by CONTRACTOR. In !pecia[ tircumsrnnces where
a parricular item of equipment is placed in continuous service
before Subslantial Completion of all the: Work. the correl;tion
period for lhat item may start [0 run from iln ~:;rlier dale if
so pro vided in Ihe S p~c incarions Dr by Wrilten Arne ntlment.
..J..cceplanCt of Defative Work:
D.IJ, If. inste~u of requiring cor.eclion or rernovnl and
replacement of "~f'et'/;I'~ Work. OWN ER (nnd. prior (0
ENGINEER's recommenJution of nnol paymenl. illso
ENGIN E ERI prefers to accept it. O\VNE Rmny do so. CON.
COStS attributable 10 OWNER's evaluation of and determi-
nation to accept such def~ctiw Work (such costs to be approved
hy ENGIN EER a.s to reasonableness and to include but not
be limited to fees and charges.of engineers. architects. attor-
neys and ocher professionals). If any such acceptance occurs
prior co ENGINEER's recommendation of jjnal payment. a
Change Order will be issued incorporatini che necessary revi-
sions)n the Contract Documents with respect to [he Work:
and OWN~R shall be entitled to an appropnate decrease in
the Conr.ract Price. and, if the parties are unable to agree as
10 the amount thereof, OWNER mav make a claim therefor
as provided in .Al1icJe ]1. If the acce~tance occurs after such
recommendation. an appropriate amount will be paid by
CONTRACTOR to OWNER.
OWNE}'.. May Corr~ct Dtlfutivt Wark:
13.14. If CONTRACTOR fails within a reasonable time
athrwritten notice of ENGINEER to proceed to correct and
to correct d{/~crivtl Work or to remove and replace rejected
Work a.s requin:d by ENGINEER in accordance with para-
graph 13,11. or if CONTRACTOR fails l-O perform the Work
in accordance with the Contract Documents, or if CON.
TRACTOR fails to comply with any other provision oC the
ContraCt Documents, OWNER may, after seven days' writ-
len notice to CONTRACTOR. correct and remedy any such
deficiency. In exercising the righu and remedies under this
paragraph OWNER shall prDCeed expeditiously. To the extent-
necessary to complete corrCl:UVc and remedial action. O'iVNER
may c.l;clude CONTRACTOR (rom all or pan of the site, take.
possession of all or pan of che Work. and suspend CON-
TRACTOR's'services related thereto, rake possession of
CONTR.AC!OR's tools. ilppliances, -construction-equipment
and machinery at the site and incorporate in- che Work all
materials and equipment stored at the site orfor which -OWNER
has paid CONTRACTOR but which are stored elsewhere.
CONTRACTOR shall allow OWNER. OWNER's represen-
tatives. agents and cmp!oyce~ ~uch ac~ess to the site: as may
be necessary to enable OWNER 10 cxercise the rights and
remedies under this paragraph. All direct. indirect and con-
sequential costs o( OWNER in exercising such rights and
remedies will be charged ~nsl CONTRAc;rOR in an amount
approved as to reasonableness by ENG IN EER. and a Change
Ordcr will be issuecl incorporating lhe necessary revisions in
the Contract Documen ts with respect to the Work: and
OWNER shall be entitled to an appropriate decrease in [he
Contracl mce. and, if the pmies are unable to agree as to
the amount thereof. OWNER may make a. claim therefor as
provided in Adcle 11. Such direct, indirect and consequen-
tjal costs will include bu [ not be limited to fees and charges
of enginec=rs, architects. allorneys and other professionals.
all coun and arbitration com and all costs of repair and
replacement of .....'ork of others deslroJ'ed or damaged by
:orrection, remavaJ or replacement of CONTRACTOR's
dtjtClivtI Work. CONTRACTOR shall not be aJlowed all
extension of the Conlract Time because of any delay in per-
formance of the Work. attributable [0 the exercise by OWNER
of OWN ER's rights and remedi~s h"eunder.
ARTICLE I4-PA YMENTS TO CONTRACTOR AND
COMPLET10N
Senedule o/Values:
14.1. The scheduJe of values established as pro '{ided in
paragraph 2.9 will serve a.s the basis for progress paymenlS
and will be incorporated into a fonn of .Applicuion for Pay.
ment acceptable to ENGINEER. Progress pay Il1C nlS on
account of Unit Price Work will be hased on the number of
units compleled.
Applicaiioll for Progrw Paymtlll:
14.2. At least twenty days before each progress paymenl
is scheduled (but not more often than once 1 month). CON.
TRACTOR shall submit to ENGINEER for review an Appli.
cation for Payment filled OUE and signed by CONTUcrOR
covering [he Work completed as of the date of the A.pplication
and accompanied by ~uch supporting documentalion ~5 is
required by the Conlract Documents. Ifpayment is request~d
on the basis of materials and equipment not -inc,rpor.md In
Ihe Work bllt delivered and suitably slored at the sile or at
another locll,tion agreed to in writing, the Application for
Payment shan also be accompanied by a. bill of sale. inv?ice
or other documentation warrantins that O~ER has T.ecelved -
the materials and equiptr\ent free and clear of all liens ,chlUie!,
security interem and encumbrances (which are hereinafter
in these General Conditio.ns referred to a..s "Liens"Y. a11d
evidence tbat the materials and equipment arc covered by
appropriate propeny insurance: and other arrangClf1ents to
protect OWNER's interest therein, all of whiCh .will be sat.
isfactory-Io OWNER. The amounl of.retainage with respect
to progress payments will be. as stipula.ted in the Agreement.
CONTRACTOR'. WarraTllJ ofTltltl:
J4.3. CONTRACTOR warrants and guanntees that litl.e
to all Work. malerials and equipment covered by any Apph-
cation for Payment. whether incorporated in the: Project or
not. will pass to OWNER no later than the time of payment
tree and clcar of all Liens.
Revi.ew of A.ppIiauiOIl! for Progresr Payrn~nr:
14.4. ENGINEER will. within ten d~ys after ftceipt of
each Application for Payment. either indicate in writing a
recommendation of payment a.nd prcsent the Application to
OWNER. or remrn [he Application to CONTRACTOR indi-
cating in writing ENGINEER's reasons for refusing 10 rec.
ommend payment. In the latter case, CONTRACTOR may
llULke che necessary corrections andrestJbmit the A.pplica-
tion. Ten days after presenution of the Application for Pay-
ment with ENGINEER's recommendation. the amount rec-
ommended wiillsubjec[ to the provisions of the I.asl 5entence
of p~ph 14.7) become due and when due will be paid by
O~ERiOCONTRACTOR. (In accordance with
the Georgia Prompt Pay Act )
14.5. ENGINEER's recommendation of any payment
requested in an Application for Payment will constitute a
repre~enlntion by ENGINEER to OWNER. based on ENGI-
N EE~'s on.site Observalions of (he: Work in progreH as an
expene nced and qualified design professional-and on ENG I_
NEER'.I re.view or the Application for P:lymenc and (he"
accompanYing dala and schedules thal [he Work has pro-
gressed 10 the poin I indicaced: (hat. to the best or EN GI-
NEER\ knowledge. inror~a[ion and bellef. che qualilv of
the Wl)rk i.1 in accordance with the Conlract Docum~nu
(subject to an eYaluntion of che Work as a runclioninll whole
prior eo .or Upon Subslantial Complction. to the resull; of any
.slJbsequc:nllests cal/ed for in Ihe Conrract Documencs_ 10 a
~na/ determination of quantities and classifications tor Unit
Price Work under paragraph 9.10. and 10 nny other quaWi-
calions.~laled in [he recommendarionl: and Ihat CONTRAC-
TOR is c:nlicled tu paymenl of [he amounl recommended.
However. by recommending any such paymenl ENOINEER .
will noc Ihereby be deemed 10 have represenfed rhal exhaus-
live or continuous on-site' inspections have been made 10
check lhe quality or the quantity of lhe Work beyond (he
responsibi!ilies speciJically Gssigned 10 ENGINEER in lhe
Cunlrilct Documents or challhere mav not be ocher mailers
or issues .between lhe parties thaI m i!!ht entitle CONTRAC-
TOR 10 be paid addilionally bv OWNER or OWNER 10
withhold payment 10 CONTRACTOR. .
/4.6. ENGINE.ER's recommendation of /inal paymenl
will constituce an addirional representalion by ENGINEER
to OWNER Chat Ihe cond/cions precedent 10 CONTRAC-
TOR's being enlic/ed to Iinal payment as sel fonh i'n paragraph
14./J have been fulfilled.
14.7. ENGINEER may refuse to r~commend rhe whole
or any part of any payme~l if. in ENGINEER's opinion. it
\lIould be incorrect to make such represenr.aiions to OWNER.
ENOCNEER may II.lso refuse to recommend any such pay-
ment. or. becouse of subsequei1lly discovered evidence or
rhe results ofs.ubsequenl inspecdons 0'( tests. nullify any such
payment prevIously recommended. to such extenl as may be
neCessary in ENGINEER'sopinion l~ prolcct OWNER f~o~
loss b~caU,;e:
14.1.1. rhe Work is d~fecril'f. or completed Work has
been damage~ requiring correClion or replacement.
1-1.7.2.' the COlllracI Price has been reduced bv Wril-
cen Amendmenl or Chang-e Order. .
. 10./.7.3. OWNER has be~n required to correCI defec'.
I/I'r Work or complete Vlork in accordonce wirh par<lgnlph
1;.14.or
1~.7.4. of ENGINEER's actuaJ knowledge of [h~
OCCUrrence of any of the eVents enumeraled in para~nlphs
15.1.1 through 15,~.9 inclusive.
OWNER muy rcfuse: ro mnk~ payment of lhe rullllmounl
remmmendell by ENGINEER because claims hove been
made againSl OWNER un llCCiJUnl of CONTRACTOR', per-
.formflncc: or furnishing uf Ih~ Work or Lien.~ have neen fibi
IM,'onnllclion with Ihe: Wurk ur thue orc: other i(ems enUl/ing
OWNER to a sel-offagainSI lhe amounl recommended. but
OWNER must give CONTRACTOR immediate '.Vri!!en notice
(Wilh a copy 10 ENGINEER) slating rhe reo..sons for such
Dclion.
Substantial Compluioll;
14.8. When CONTRACTOR considers ehe eOllce Work
ready for its intended use CONTRACTOR shall nOliry
OWNER and ENGINEER in wriring Ih<lllhe enlire Work is
,ubsl:lntially complele (e.~cepl forirem.~ specilicolly lisced by
CONTRACTOR as incomplerel and request (hac ENGI-
NEER issue a certificate of Subslamial Complelion. Within
a rea!onable lime lhereafrer. qWNER_ CONTRACTOR and-
ENGI N EER shall make an inspection of the Work [0 deler-
mine Ihe SlalUS of comp/elion. If ENGINEER does nOI con-
sider [he Work substanciaJly complele. ENGINEER will nodfy .
CO'NTRACTOR in writing giving the reasons cherefor~ Jf
ENGINEER considers the Work substancially complete.
ENGINEER will prepare lInd deliver [0 OWNER a lcnlalive
ceniticale of Substantial Completion which shall fh lhe dale
of Substantial Complelion. There shall be ~fached 10 lhe
cenificste II lenracive list of items 10 be completed or cor.
recled before linlll payment. OWNER shall have seven days
afler receipl of the ten~ative certificate during which co make
wrilcen objection to .ENGINE ER as to ilny provisions of Ihe
ceniticacc or attached lis I. If, after considering such objec.
lions. ENGINEER concludes thallhe Work is noc subuan-
[ialJy complete. ENGrNEER will within fourteen days afler
submission of the tentalive certificare 10 OWNER' noeify
CONTRACTOR in Writing. Slaelng (he reo.sons th.erefor. If,
afler consideration of OWNER's objections. ENGINEER
. considers Ihe Work sUbscancially complete. ENGINEER will
within said fourteen days execute and deliver 1.0 OWNER
lltId CONTRACTOR. a delinilive certificate of SUb:!lsntial
Completion (Wilh a. revised tcnralive lin ot' ilemno be com-
pleled or correctedl retlecling such change.s from [he te.niative
certificate as ENGINEER believes justi6ed after consider-
alion of any objections from OWN ER.. ..s.1 rhe time of delivery
of the lenlllcive cenilicare of Subslllr.lial Complelion ENGI-
1'1 EER will deliver 10 OWNER and CONTRACTOR a written
rccommendalion as [0 division of responsibilities pending
linal payment be!wc~n OWNER and CONTRACTOR \Vilh
respect 10 security. operacion. sarelY. rnaintenonce. heal.
ulilicies. insurance and warrnnlies. Unless OWNER and
CONTRACTOR agree l}lherwise in wriring and so inform
ENGINEER prior 10 ENGINEER's issuii1g th~ definitive
certitkllle of Substantial Camp/erion. ENGINEER's afore.
slljd recommendaliun win be binding on OWN E R. und CON.
TRACTOR ul1lil finnl payment.
14.9. OWNER shall have the right to ~:<c1ude CON-
TRACTOR from [he '.'r'crk aft.:r the uace O(Subslanlinl Cl}m-
pleeion. but OWNER shall allow CONTRACTOR reason:Jble
access 10 complele or correct ilems on c he Ie nl:J ti....e lis!.
Partial Ulilh..a.1ion;
14.10. U.~e by OWNER ofnny linished part of the: \\lurk.
Which has .~pecilic:I'Jl' b~.:n iden!i,~ed in the Cllnlracl Du.:u-
mCnl$, or which OWNER. ENGINEER and CONTRAC.
TOR agree constitutes a separalely functioning and u$eable
Part of the Work that can be used by OWNER wirnout siS.
niiican' interference Wilh CONTRACTOR's performance of
Ihe remajndcr of Ihe Work. inay be accomplished prior to
Subsun [iaJ Complelion of all lhe Work subject 10 the follow.
Ing:
14.JO.1. O'NNER at any lime may requesl CON-
TRACTOR in writing to permit OWNER to use any such
part of the Work which OVr'NER believes 10 be ready for
its intended Use and substantially completc, If CON.
TRA crOR agrees. CONTRACTOR will certify to O'rVNER
and ENGINEER that uid part of the Work is substantially
complelc and request ENGINEER 10 issue a cen:ificate of
Substantial CompletiolT for thaI part of lhe Work. CON.
TRACTOR at any time may nodfy OWNER and ENGI.
NEER in writing that CONTRACTOR considers any such
part of the Work ready for its intended use and- substan-
tially complete: and request ENGINEER 10 issue a certif-
icale of Substantial Completion for thar pan of the Worle.
Within a reasonable time after eithersuch I:equen. OWNER.
CONTRACTOR and ENGINEER. shall make an inspec-
lion o{ that part of dIe Work to delennine its Siaeus of
completion. If ENGINEER does not consider that part of
Ihe Work to be SUbstantially complcle. ENGINEER will
notJfy OWNER and CONTRACfOR in writing giving che
reasons therefor. It'ENGINEE.R considers that part crthc
Work to be substantially complete. the provisions of pan-
graphs 14.8 and 14.9 will apply with respect to certification
of Substantial Completion of that part of the Wode and the
division of responsibility in respect thereof and access
therelo.
14.10.::. O'NNER may at any time request CON-
TRACTOR in writing [0 pennil OWNER 10 take over
operation of allY such pan of the Work although it is not
substantially co~plete, A copy -of such request will be
sent to ENGINEER and wirhin a reasonable time there-
after OWNER. CONTRACTOR a.nd ENGINEER shall
~ake an inspection ofthat pan of the Work 10 detennine
liS status of completion and will prepare a list of the items
remaining to be compleeed or corrected thereon before
~naJ payment. rrCONTRACTOR docs not object in writ-
Ing 10 OWNER a.~-d ENGINEER \h.at such part of [he
Work is not ready for separa!e operation by OWNER.
ENGINEER willlinalize che lis! of items to be compleled
or comcted and will deliver such list to OWNER and
CONTJU..CTOR together wilh a written recommendation
as 10 the division of responsibilities pending final payment
belWeen OWNER and CONTRACTOR with respect to
securilY. opencion. safelY. main tenance. utilities. insur-
atl~e. wa.:ranli:s and guarantees fonhat pan of the Work
whIch WIll become binding upon OWNER and CON-
TR.A.CTOR at the: (ime when OI'r'NER takes over such
operation (unless they shall have Olherwise agreed in 'NTlt-
ins an~ so informed ENGINEER). During such operation
and pnor 10 Substantial Completion of such parto{ the
Work. OWNER shall allow CONTR.A.CTOR reasonable
access to Cornple!e or corre!;! items on said lisl and eo
complete otherrel~r..ri W",k
14.10.3. No occupancy or separale: operation oC pat!
of Ihe Work will be accomplished prior 10 c.ompUance willi
the requirements of paragraph 5.15 in respect of property
insurance.
FinaJlnspection:
14.11. Upon .....,;tten nOlicc from CONTRACTOR that th~
entire Work or iUl agreed portion lhereofis complete. ENGI.
NEER wiU make a. final inspection with OWNER and CON.
TRACTOR and wiU nOlify CONTRAcrOR in writing of all
particulars in which this inspection reveals that the Work is
incomplete or d~ftcrive. CONTRACTOR shali immediately
take such measures as are: neccHary to remedy such -defi-
ciencies.
FCMI ,\ppli&DJion fur Paym,fll:
14.12. After CONTRACTOR has completed all such cor.-
reclions 10 the sa.tisfaction of ENGINEER and delivered all
maintenance and opel'2ting instr\lctions. schedl,Jle$. guarin-
tees. Bo'nds: certificates of inspection. marktd.Up recor?
documents (as provided in pan(!nph 6.191 and other docu.
ments-all as required by the Contnct Document!. andafteT
ENGINEER has indica.ted thaI the Work is acceptable (sub-
ject to the provisions of paragn;ph ]4.161. CONTRACTOR
may make application for final payment followins. the pro-
cedure for progress payments. The final AppliCation for Pay-
ment shall be accompanied by all documentation called tor
in the Cona-actDoc'uments. tOljlether with complete and Jcplly
effective releases or waivers (satisfactory 10 OWN'ERl ot"alI
Uel1s arising OUt of or filed in connection with the Work. In
Iicu thereof and as approved by OWNEJt. CONTRACTOR
may {lJmish receipts or releases in full: an affidavit of CON.
TR.J,CTO.R t!lat the: relea:les and receipts include all labor,
services. material -and equipment (or which l Lien could be
filed. and that all payrolls. material and equipment bUls, and
other indebledne-ss connectcd with the Work for which
OWNER orOWNER's property mighl in any wa.y be respon'
sible. have been paid or otherwi.se satisfied: and consent of
the surety, if any, to final payme: nl. If any Subcontn.ctor.or
Supplier fails to- Curnish a release or receipt in full. CON-
TRACTOR may furnish a Bond or other co/later1l satisfac.
tory to OWNER to indemnify OWNER against any Lien.
FiMl Paymtnt and A.tCtPlana:
14. D. If. on the ba.sis of ENGINEER's abmvation of
the Work during constn.Jction and ,iml inspeclion. and
ENGINEER's review of the linal Application for Paymenl
and accompanying documentalio~J1 15 required by lhe
Contract pocuments. ENGINEER. is mistied that lhe Work
h~ been compleLcd and CONTRACTOR's olherobliga!ions
under lhe Conn'act Documents have be:n fulfilled, ENGI.
NEER will. within ten days aftcr receipl of the FInal Appli-
c.ation for Payment. "indicate in writinl ENGINEER's rec.
ommendation o( payment and pre~enl the APplicalion 10
OWNER for payment. rnereupol\ EJ.JOINEER will give
\lIriuen notice 10 OWNER and CONTR.ACroR lhatthe Work
is acceptable subjecI to the provisions of paragraph 14. J 6.
Olherwise. ENGINEER will rerurn rhe Applicarion ro CON-
TRACTOR. indicating in writing [he reasons for refusing to
recommend final payment in which case CONTRACTOR
shall make the neces sary correcrions and resubmit the Appli-
cation. Thiny days after presenlalion co OWNER of the
Application and accompanying documentation. in .appropri-
;)!e form and SUbstance, and with ENGIN EER 's recommen-
darion and notice ofacceptabili[y. Ihe amOUnl recommended
by ENGINEER will become due and will be paidby OWNER
to CONTRACTOR. (In accordance with the.
Georgi~ Prompt Pay Act).
14. )4. If. through no faulr of CONTRACTOR. final com.
plerion of Ihe Work is significantly delayed and if ENGI.
NEER so confirms, OWNER shall. upon receipt of CON-
TRACTOR's final Application for Payment nnd recommen-
dation of ENGINEER. and without terminating [he Agree-
ment. make payment of [he balance due (or Ihat ponion of
the Work fully completed and accepted.. If the remaining
balance 10 be held by OWNER for Work nor fully completed
or corrected is less rhan the re tainage stipulated in the Agree-
men!. and if Bonds have been furnished as required in para-
graph 5./, Ihe wri.[ten consent of Ihe surety 10 the payment
or Ihe balance due for that portion o(the Work fully com-
pleled and accepled shall be submitted by CONTRACTOR
10 ENGINEER with the Application for s~ch payment. Such
payment shall be made under the terms and conditions gov-
erning final payment. except tnnt it shall not constitu(~ a
waiver of claims.
Contrae/or! Colltinuing Obllga1ion:
14.15. CONTRACTOR's obligation to perform and com.
plete the Work in accordance with the Contract Documents
shall be absolute. Neither recommendation of a.ny progress
or tinal payment -by ENGINEER. nor the issuance of a cer.
litlcale of Substantial Completion. nor any payment by
OWNER to CONTRACTOR under the Coimacl Documents.
nor Clny use or occupancy of Ihe Work or any parr thereof by
OWNER, nor any act of acceptance -bY OWNER nor any
failure 10 do so. nor any review and ;pproval of a Shop
Drawing or sample submissio.n. nor the issuance of a notice.
o{acce.ptClbility by ENGINEER pursuanc 10 paragraph 14./3.
nor any correclion of ,hfl!cril"~ Work by OWNER \~ill con-
StjtUte an acceptance of Work not in accordance with [he
Contract Documenls or :l release of CONTRACTOR's obli..
gation to perform Ihe Work in nccordunce with the COn[rilCr
DOcum~nts (excepr as provided in puragraph 1<l.161.
Wail'u of Claim!:
1./.l6. The making :lnd acceptance I.lf fi,lal pay'mene will
constilUte:
I-Uo.l. J waiver of all claims bv OWNER u2ainsr
CO~TRACTOR.~.v.cepl claims arising from ~n5~t!!t:ti
li~ ns. from d(~!i.'clir(' Wurk appeLlrin2 after ~naJ insp~c-
lion pu rsunn[ to ptlnlgraph I ~. II ur fru"m failure tL1 compl y
wirn_lne Cunrracr Dncumenrs or Ihe lerm~ of :lilY special
guar::lOlces specifieJ eh~rein: how~\'a. it will ntll conslj-
IUle :1 lVa/ver hy OWNER uf In:.' righL~ in "':"PC:Cl llf
CONTRACTOR's continuing obligDljons underthc Con-
tract Documents; and
14.16.2. a waiver of all claims by CONTRACTOR
against OWNER other (han thos e previously made in wrir-
ing and still unsettled.
ARTICLE 1.5-SUSPENSION OF WORK AND
TERMINA TION
Ownu May SUJpenrJ Work:-
15. J. OWNER may. at any lime and WilhoUl cause. su~-
pend the Work or any portion _thereof for a period of no I more
than ninety days by notice in writing !O CONTRACTOR and
ENGINEER which will fix the date on whiCh Work will be
resumed. CONTRACTOR shaH resume the Work on the date
so fixed. CONTRACTOR shall be allowed an increase in Ih~
Contracr Price or an extension of the Conlrac ( Time. or both;
directly attributable to any suspension if CONTRACTOR
makes an a.pproved claim therefor as provide~in Articles II
and I:!.
Ownlr May Terml/Jalt:
15.2. Upon [he occurrence of anyone or more of Ihe
followin-g event.s:
15.2.1. . if CONTRACTOR commences a voluntary case
under any chapler of the Bankruptcy Code (Tide II. United
States' Code), a.s now or hereafter in effecI. or !f CON.
TRACTOR takes any equivalent or similar ?oction by filing
a petition or olhe rwis~ under any other federal or stale
law in effect ai such time relating to the bankruptcy or
insolvency:
15.:!.:!. if 11 peliiion is filed againsl CONTRACTOR
under any chapter of the Bankruptcy Code as now or
hereafter in effect al the lime of filing, or if a pelilion ~
flied seeking any such equivalen[ or similar relief againll
CONTRACTOR under any olher fe deral or state law.in
effect at [he time relaling 10 bankruptcy or insolvency.:
i 5. ~.J. if CONTRACTOR make sa generalllssignmem
for [he benefit of creditors:
15,2.4, if ol lrustee. re'ceiver. custodian or agent rf
CONTRACTOR is appointed under applicuolc law or under
contract. whose appoinlmem or authority [0 take charg~
of properry of CONTR..l.,CTOR is tor the purpose or
enforcing a Li~n against such property or for the purpose
of general adminislration of such FopeI1}1 for (he benefil
of CONTRACTOR's mtli[OiS:
. 15.~.5. if CONTRACTOR admits in wridng an inabil.
ity to pay it, debts ger;~rally :1S they become due:
1.5.2.6. if CONTRACTOR p~rsistenily fails 10 ptr1'orm
rhe Wl)rk in accurdanc~ Wifh the Contruc! Docum~nls
(incl.uding, but nOI limited 10. failure 10 supply sufficient
ski/Ied workers or suilable malerials or equipment or
failure to adhere 10 [he progress schedule enablBhed under
pa.rag:raph 2.9 a.! revised (rom time 10 time):
IS .1. 7. if CONTRACTOR disregards Laws or RcgtJ.
lalions or any public body llavingjurisdiction:
15.1.8. if CONTRACTOR disregards Ihe authority of
ENG INEER: or .
15.2.9. if CONTRACTOR olhenvise violales in any
substanlial way any provisions of [he Contnlct Docu.
ments;
OWNER. may. after giving CONTRACTOR (and the surety,
if Ihere be one) '.lCVen days' written notice and to the extent
permitted by.Laws'and Regulalions, terminalc Ihe serviccs
of CONTRACTOR. exclude CONTRAcrOR from the site
i../ld take pamssion orihe Work and orall CONTRACTOR'.l
100/5. applianccs. construction equipment and machini:ry at
(he site an d Use the: same to Ihe (Ull eXtent Ihey could b.e used
by CONTRACTOR (without liability 10 CONTRACTOR for
Irespa.ss oreon version). incorponltc in the Worle all materials
and equipment slored at the site or for which OWNER has
paid CONTRAcrOR but which are stored elsewhere, and
finish the Work u OWNER may deem expedient. In such
case CONTRAcrOR shaJl not be entitiedto .receive any
(urlner payment: Unlit the Work is tinished. If the unpaid
balance of the COrHract Priccexcceds the direct. indirect and
cons.equential cons.of complcdnl' the Work Cincludicl but
not lurucc:d to fees.and charges of engineers, architc:cts. attor-
neys and other proressional, and ceurl and arbitration costs)
such excess will .be paid to CONTRACTOR. If .such cosu
e~c:eed .such u.npaid balance. CONTRACTOR sha.!l pay the
dllferencc: 10 OWNER. Such com incurred by OWNER wiJl
be approved as to reasonableness b v EN GIN EER and incor-
poraled in a Change .Order. but when exercising any rights
orreme.dies undenhis paragraph OY{NER shall not be required
to obtalO the 10W&SI price for th e Work perform'ed.
15.3. Where CONTRACfOR's services have been so
terminalcd by OWNER: the termination will nOl a[(ect any
rights or remedies of OWNER against CONTRAcrOR Ihen
exi!ting or which may Ihereafter accnJe. Any retention or
payment of moneys due CONTRACTOR by OWNER will
not release CONTRACTOR (rom liability.
. 15.4. Upon seven days' wrilten notice 10 CONTRAC.
TOR and ENGINEER. OWNER may. withoUl cause a.nd
without prejudi!::e to any ather nght or remedy, ciCCI to aban.
don the. Worle and tenninate [he Ap'ClCll1ent. In such ease,
CONTRACT.OR shall be paid for all Work executed and any
ex-pense suswned plus re.asonablc lenninarion expenses. which
will include, but nOI be Iimi tc:d to. direct. indirecl and con.
scq:uencial eoft! (including. but not limited to. fees and charg'el
of engineers. archircclS. attorneys and other professionals
and courl.and arbitration coses).
Cantrr:cwr May Stop Work or Tlntlillau:
I.U. 1f. through no ae.t or ra.ult o(CQNTRACfO-F,. [he
Work is .,U!pended for a period or inor= InUl ni~lY days by
OWNER orunder an orderof court orouer public authority, .
or ENGINEER fails [0 act on any Application for Payment
within IhirlY day~ after it is sllbmitted, or OWNER fails for
thirty days to pay CONTRACTOR any sum finally deter.
mined to be due. then CONTRACTOR may. u~on seven
days' written notic'e to OWNER and EJIlGINEER..tennina[c'
the Agreement and recover from OWNER payment for all
Work e~ecuted and any expense susuined' plus reasonable
. lermination eXpense!. In a.ddhion and in lieu or lennirJatini
che Agreement.. if ENGINEER his Called 10 let on an Appli.
cation for Payment or OWNER has failed. 10 make Iny pa.y-
men'[ as afor~said.. CONTRACTOR may upon .~even days'
written notice [e OWNER and ENGINEER stop tile Work
until payment of all a.mouncs III en due. The provisions of this
paragraph shall not relieve CONTRACTOR afthe obligations
under paragraph 6.29 10 carry on the Work in'lccordancc
with the proil'eu schedule and without delay during dispules
and disagreeinen[s with OWNER.
. [The remainder of this page was left blank inumlionally.]
ARTICLE 16--AREITRATION
16.1 All claims, dJsputes and other matters in question betveen
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 'NaS left blank intentionally.)
~
. .
~
(Th.1s page was left blank intentionally.)
ARTICLE 17-MISCELLANEOUS
GMnr Netic,..
11.1. Whenever any provision of the Contracr Docu.
menU requires Ihe giving of written nodce, it wiIl be deemed
to have been validly given if delivered in person 10 lhe indi.
vidual or to a member of che linn or to an officer of the
corpon!tion for whom it is intended. or if delivered a(or sent
by registered or' ce!'lified mail, postage prepaid. to the last
business address known to the giver of che nocice~
Computlllicn o/Tim,:
'17.2.1. When any period of time is referred to in the
Conenct Documents by days. it will be computed to exclude
tbe lim and inclUde the I~st day ofsucb period. It !-he la!!
day of any Juch period falls on a Saturday 0['" Sunday or
on a day made a legal holidAY by the law of the appUc:..ole
jurisdiction. such day will be omitted from the computa-
lion. .
17.2.2. A calendar day of twenty-four bours measured
from midnight to the ncxt midnight sha1l constitute a day.
utn,raJ:
17,3. Sbould OWNER or CONTRACTOR mffer injury
ordamage to per30n orpropcny because of any error, omis.
sian or act of the olher party or of any of the other party's
employees or agepts or orl1ers for whose ac~ the otller pmy
is Jcga1.ly liable. claim will be made in writing to lite Olher
party within a reasonable time of the first observan~e of s~~h
inju.ry or damage, The proY'isiot"u orchis pangraph 17.J jJJall
not be constrUed as a substitute for 'or a waiver of tbe pro'
visions of any applicable stacute of limitatiolu or repose.
.17.4. The dude.$ aJ!d obligations imposed ,by lItese Gen-
enil Conditions and the rights and'remedles available here-
under to the parties hereto. and. in particlllar but without
limitation, the wiurantics. guarantees and obligations imposed
upon CONTRACroR by puagraphs 6.30. ILl, 13.12. 13.14.
[.U and (5.2 and all'of the rights and remedies available to .
OWNER and ENGINEER thereunder.. are in a.ddition 10.
and are not to be construed in any way as a limitation of. any
right! and remedies available to any or ill of them which U'c
otherwise imposed or availab.le by uws or Re~jltions, by
special warranty or ;uan.nlee or by other provisions of Ihe
Contract Documents. and. tl1e provisions ollhis panlgraph
will be as effective as if repc3tcd s~ecitica11y in Ute eOamC!
Documents in 'connection with cacll particula~ulY. !JbU,I'
lion. right and remedy to which tiler apply..All representa-
t10ns. warranties lnd guamntees m.ade in ihc Con!r'3ct Doc.
uments will survivc final payment and termination or com.
pletion of the Agreement.
11
Engineering Department
SUPPLEMENTARY 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 coverage 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 any
one accident; and a limit of liability of not less than $200,000 for any such damage sustained
by two or more persons in anyone accident.
The contractor shall either (I) 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-Riclunond County Road
System.
(b) Work within easements granted by property Owners in connection with
the construction of the project.
(c) Work in close proximity to existing water lines, telephone lines,
gas lines, other utilities and private structures contiguous to the job site.
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 Engineering Department. There will be no separate payment for this work.
Engineering Department
1.5 SURVEYS:
The Contractor will provide surveying for construction staking, horizontal control, and
vertical control as necessary, utility staking, and as built.
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 EngineeL 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 Director of Engineering, or their
official designee.
1.8 UNDERGROUND UTILITIES: (References 4.3, 1.4, 3.2)
The Contractor shall coordinate with all utility companies through the "One Call"
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.
Engineerinz Dltpartmltnt
Washington Road Interseetlon Improvements
SECTION P
PROPOSAL
Date: ~ - " -O~
Gentlemen:
In compliance with your invitation for bids dated . 2008, the undersigned. hereby
proposed to furnish all labor, equipment, and materials, and to perfonn all work for the
installation of roadway improvements, and appurtenances referred to herein as:
Washington Road Intersection Improvements
(Boy Scout to Center West Parkway)
Project Number: 324-04-201824371
In strict accordance with the Contract Documents and in consideration of the amounts shown on
the Bid Schedule attached hereto and totaling:
~ 40/100
5t:\J~ \.\~MD\\.E:\') "jV..ja.1-rt ol-JE. Tl-\ouSA N~ r;; ovi' l-\V!J D(tRD SI-,{i'i (} ~~ _
- -nOLLARS($ '12.\ ~\ .40
)
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 150 calendar days. . .
The undersigned acknowledges receipt of the following addenda:
Addendum Number:
I
2.
3
+
Addendum Date:
0'-18 -0'
of. 1.( .01
08- 2.6... 01
oq....oct.o1
~...
Respectfully submitted:
fl,l.E\lCS CON n- . Co. awe..
~mneofFmn) ~
P..o. 60~ l\,~q A06USTA" GA. :!oCto3
. (Business Address)
P - 1
Bid Item #08-156 Washimrton Road Imnrovements
Revised Ouantitv Sheet
. Addendum 4
001-1000 FORCE ACCOUNT I.S 1
150-1000 TRAFFIC CONTROL LP 1
210-0100 GRADING COMPLETE LP 1
310-5060 GR. AGGR. BASE CRS. 6IN. INCL. MATL. & GAB SY 1191
310-5100 GR. AGGR. BASE CRS. 10 IN. INCL. MATL. & GAB SY 1191
402-1812 RECYCLED ASPH. CONC. LEVELING, INCL. MATI... & H. LIME TN 712
2 IN RECYCLED ASPH. CONC. 19M:M SUPERP AVE, GP 1 OR 2
402-3190 INCL. BITIJM. MATI.... & H. LIME 1N . 596
1.5 IN RECYCLED ASPH. CONC. 12.5MM SUPERP AVE, GP 2 %"6.\)"O 3 & 4t+?...-oi)
402-4510 ONLY INCL. BITUM. MATI.... & H. LIME TN 447
413-1000 BITUM. TACK. COAT GL 224 V. O"'V gqb.O\)
432-0206 MILL ASPHALT CONC. PVMT 1 -112 IN DEPTH SY 2180 ~ 13;l.:.Qt)
441-4020 CONCRETE VALLEY BUITE 6IN SY 22 ~5"- a-o 56-7. ,bO
441-6222 CONC. CURB & G 8 IN X 30 IN. TP 2 LN 2335 j..J-~~ sr,06.~u
441-7012 CURB CUT WHEELCHAIR RAMPS TP B EA 7 n 0.;)1) 1J....11\).\l~
500-3201 CLASS B CONCRETE RETArnING WALL CY 31
500-9999 CLASS B CONCRETEIP A VEMENT WIDENING CY 503
515-2020 GAL V STEEL PIPE HANDRAll.-, 2 IN' ROUND LN 340
550-1150 STORM PIPE DRAIN. 15" H 1 -10 LN 51 )...60 (,7 ) J... ()
603-2182 STONE DUMPED RIP RAP, TY 3..24" SY 4 I j.$r. 'lIl) --;'0.\,1 a
611-3100 RECONSTRUCT JUNCTION BOX EA 3 1500. -3~ 10)"00. 1)
634-1200 RIGHT OF WAY MARiER EA 18 171"- till I Q. 0 \)
668-1100 CATCH BASIN GP 1 BA 3 3-600. i1~ lfd~.:J~
EROSION CONTROL
161-1000 EROSION CONTROL COMPLETE ITR 281) LP 1 15"3b .(\1) 15 ~l;)' tl 0
163-0232 TEMPORARY GRASSING AC 0.10 4.L ';5, at:! if~, ~ ~
171-0020 TEMPORARY SILT FENCE. TYPE B LN 1772 1- 35' 416~. ;l-~
171-0030 - TEMPORARY SILT FENCE, TYPE C LN 216 4'b5 loo4-4:~
700-6910 PERMANENT GRASSING AC 0.20 ~'i15.oo I / (,3 . tl \:)
:
700-7000 AGRICULTURAL LIME TN 1.5 )..B.~~ .?1f'1-$'"o
700-8000 FERTILIZER MIXED GRADE TN 0.30 1l~5."() 5'fQ. ~I)
700-8100 FERTILIZER NITROGEN CONTENT LB 15 II. f. 5' n L{ ;1 ~
716-2000 EROSION CONTROL MATS; SLOPES SY 266 4.'5 1l16,Q l)
SIGNING AND MARKING
611-5551 RESET SIGNS EA 3 \15.0' 5}..S'. Q "f1
636-1020 mGHWAY SIGNS TP 1 MATI.. REFL SHEETING. TP3 SF 63 "-0'/; J..S :15). 4{
636-1031 mGHWAY SIGNS TP 1 MALT, REF!.. SHEETING TP 6 SF 18 Lf'1-o t ~~l~()O
636-2070 GAL V STEEL POSTS. TP 7 LN 132 ~/.sS )!i t{'-I. 6 e:.
653-0120 THERMOPLASTIC PVMT MARKING. ARROW TP 2 EA 12 10. U II ~ro. \I 0
653-0130 THERMOPLASTIC PVMr MARKING. ARROW, TP 3 EA 2 n.<lo) /7lf u 'J
653-0210 THERMOPLASTIC PVMr MARKING, WORD, TP 1 EA 3 ili7.0'} 91 S-. 0 IJ
653-1501 THERMOPLASTIC SOLID TRAP. STRIPE, 5 IN. WHITE LN 2973 .,5"0 jl.{lr b ' S" 0
.'
PAY UNIT
ITEM DESCRlPTION UNITS OTY PRICE AMOUNT
.
653.1502 THERMOPLASTIC SOLID TRAF. STRIPE, 5 IN. YELLOW LN 3678 ,So In<t. ()b
653-1704 THERMOPLASTIC SOIJD TRAF. STRIPE 24 IN. WIDTE LN 105 1Sa t"1,~\)
TIlERMOPLASTIC SKIP TRAP. STRIPE, 5 IN. WlllTE (2' SEC,
653-3501 6' GAP) GL 50 . if t> ~o.(l\:}
THERMOPLASTIC SKIP TRAP. STRIPE, 5 IN. YELLOW (10' )1.(..00
653-3502 SEC, 30' GAP) GL 290 . If tI
653-6006 THERMOPLASTIC TRAF. STRIPING. YELLOW SY 448 j,SD I .r6 IS. \) ~
654-1001 RAISED PAVEMENT MARKERS, TP 1. YELLOW EA 104 l.l;)() t1-8.ijU
654~1002 RAISED PVMT. MARKERS, TP 2 EA 8 l.\;)i) 5 b- ~ {)
654-1003 RAISED PAVEMENT. MARKERS. TP 3, CLEARlRED EA 51 7.()O 1~7. ~ 0
TOTAL BID: '17-\ 4(, i. 40
"
Washington Road Intersection Improvement
(Boy Scout to Center West Parkway)
Project Number: 324-04-201824371
NOTE: List all Lump Sum Construction items in detail with associated costs. F AlLURE TO
PROVIDE THIS BREADKDOWN MAY DISOUALITY THE BID.
1 E N~"'leer /1'17
2 \J(aJ'N1
3 ;Y)/J h J II 7r) +1 01'1
4 r)pmOI'~JON
5 Sub moh, J/?a/'Ol'J
6 Iruck ~f?f'JJal
7
8
9
10
11
12
13
14
15
16
$
TOTAL LUMP SUM AMOUNT $ /51 / Z 0 I 00
)
Use additional sheets if needed.
P-4A
Engineering Department
Washimzton Road Intersection Imorovements
GENERAL NOTES
ADJUSTING 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.
*Prior to any resurfacing the contractor shall identify and reference all structures so the
precise locations can be determined after resurfacing. This shall be done in the company of
the ARC Inspector. This shall be the first order of work where minor structures requiring
adjustment are included in the contract.
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 subgrade. Section 318 is further modified to permit 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 complete, legible set of "as-built" plans, prepared and certified by a
qualified Georgia Licensed Professional Land Surveyor (PLS), to Augusta Engineering Department
seven (7) days prior to the date of the Final Inspection. The Director of Engineering or hislher
designee shall review the submitted as-built plans for accuracy, legibility, completeness, and
conformity with approved construction plans. Upon approval of submitted as-built, three (3) hard
copies and one electronic (CD - in GA State plan coordinate) copy shall be submitted to the
Engineering Department for record and Director of Engineering signature. There shall be no
separate payment unless otherwise shown.
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
G - 1
Engineering Department
W".hinotnn Rn"cl Intt>r<:f>ctic\n Imnrnv..m..nr.
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.
Backfilling of pipe structures shall be incidental to the pipe structure bid item.
NOTE: When sand and jetting/flooding method is used the warranty for the
backfilled area is extended from 12 months to 24 months. A plan for the jetting/flooding
shall be submitted at the Pre-Construction Conference.
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 lbs. 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.
NOTE: No concrete shall be placed until all required equipment such as slump cone, curing
compound and dispensor, etc., all in good working condition, are on the site. Inspectors
must be given a minimum one-hour advance notice. No concrete shall be placed without the
Inspector present unless otherwise directed by the Engineer. All concrete shall be placed
during the Inspectors normal working hours, 9:30 p.m. to 6:00 a.m. unless otherwise
directed by the Engineer. Formed surfaces shall receive finish immediately after removing
forms. Forms shall be removed as provided in Section 500 of GDOT Specifications.
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.
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.
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 PPA-l of this document.
G - 2
Engineering Department
Washin2ton Road Intersection Imorovements
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, or Grading Per
Mile on Lump Sum Construction..
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 existing pavement that is to be resurfaced adjacent to
curb and gutter. Finished surface on asphalt pavement shall not exceed Y4" 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.
CONSTRUCTIONIUTILITY SCHEDULE:
The contractor shall prepare an overall Time-Logic Schedule that includes all major utility
relocations, proposed utilities, and construction activities. A detail schedule for utility relocation
from all utility companies shall be submitted to the contractor two weeks prior to the
Preconstruction meeting, The Contractor shall submit this schedule to Augusta Engineering
Department seven (7) days prior to the preconstruction meeting. The contract shall present a copy of
this schedule at the Preconstruct ion meeting for discussion. The schedule shall consist of the
following:
1. The noted Responsible Agency for each activity (e.g., Contractor, Sub-Contractor, Utility
Company)
2. The ES-Early Start, EF-Early Finish, LS-Late Start, LF-Late Finish dates
3. The Project Critical Path
4. Activity Duration
The contractor shall also submit the following information with the schedule:
1. List of active construction projects and their projected completion date
2. List of available resources assigned to this project*
3. Name of Project Team (Project Manager, Superintendent, Foreman) assigned to this project
*
4. Subcontractor information such as Company Name, Contact Name, Telephone, and type of
assigned tasks.
*personnel and resources assigned to this project shall not be re-assigned to other projects until after upon approval from Augusta Engineering
Department Augusta Engineering Department reserves the right to deny the submitted project team or parts thereof.
G - 3
Engineering Department
Washington Road Intersection Improvements
Failure to provide aforementioned schedule and information within the specified time will result in
cancellation of the Notice to Proceed. If information is received with thirty (30) days from the date
of the Notice to Proceed Cancellation; contract will be terminated without further notice. .
Within seven (7) days after the Preconstruction Meeting, the Contractor shall provide a revised
schedule with all issues and concerns addressed to Augusta Engineering Department. The revised
time-Logic Schedule shall be color coded with respect to responsibility, and shall be presented on D
size paper (24' x 36").
The schedule shall be updated on a monthly basis displaying percentages of completion on all
activities. The project base line and current date line shall appear on all updates.
The Schedule shall be created using the Microsoft Project or Primavera Scheduling software.
G -4
G - 5
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a.o
Engineering Department
Washington Road Intersection Improvements
Engineering Department
Washington Road Intersection Improvements
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.
All changes in engineering design of the project shall be approved by the Design Engineer of record
after consultation with the Engineer. Revised design plan sheet(s) shall be signed and stamped by
the Design Engineer of record and a copy shall be submitted to Augusta Engineering Department.
ENGINEER:
In all contract documents, specifications, supporting documents, etc., the term "ENGINEER"
means, and shall be deemed to mean, the Augusta-Richmond County Engineering Department
Director or hislher designated representative.
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 Lump Sum Construction
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 Sub-Section
107.23 of the Specifications and in accordance with page PP A-I.
FENCE:
All new fences 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 its 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 FlaeJ!ers shall meet the requirement of part 6F of the MUTCD Current Edition and must have
received training and a certificate upon completion of the training from a Department approved
G -6
Engineering Department
Wl'I<;hinl1ton Road Intersection ImorovemenL<;
training program. Failure to provide certified Flaggers as required above sh~n 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 Current
Edition 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 Current Edition. In addition to the signs required by the MUTeD, signs at
regular intervals, warning of the presence of the F/agger 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. 1030-0 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 1030-0 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.
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.
LANDSCAPING:
All the requirements of Section 702 of the Georgia Department of Transportation Specifications,
current edition, are applicable to this project except as follows: there will be no separate pay for
staking, including Perimeter Staking and for Spring Application of Fertilizer. All costs shall be
included in prices bid for Landscape Items. Bag gro,",TI plants are not acceptable.
MAILBOXES:
Existing mailboxes that are in conflict with the proposed construction shall be removed and
relocated. Where feasible the existing mailboxes and supports may be utilized as approved by the
Engineer so long as the supports are of metal PIPE with a maximum diameter of two (2) inches or
wood, with a maximum diameter of four (4) inches.
G -7
Engineering Department
Washington Road Intersection Improvements
NOTE: There shall be no supports of any material other than the two mentioned above. All
existing mailboxes and supports containing brick, masomy of any type, metal, etc. shall be.
disassembled and all components, not meeting the above requirements, shall be removed
from the project and disposed in a proper manner.
When not shown as a pay item, payment shall be included in the price bid for Lump Sum
Construction and itemized as such.
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
topslahs shall include manhole rings and covers. The Contractor shall install the manhole rings and
covers such that the steps can be easily accessed.
NORMAL WORKING HOURS:
The normal working hours for ARC Inspectors are from 9:00 P.M. to 6:00 A.M for this project.
When the contractor elects to work outside these hours, he shall be billed for the Inspectors salary
plus benefits unless such work is initiated by the Owner. The contractor may utilize a certified
testing company in lieu of the ARC Inspector when approved by the Engineer. Payment for the
contractor's testing company will be the responsibility of the contractor.
PATCHING AND REPAIR OF MINOR DEFECTS:
Where needed, the contractor is required to patch and repair existing potholes, minor pavement
defects, and base failures in accordance with the Specifications.
PA VEMENT CUTS:
All pavement cuts shall be sawed with a neat vertical edge, regardless of material, consistently
straight enough that a roller can follow the edge precisely to achieve the desired compaction.
Irregular edges will not be accepted. Payment shall be included in the price of the pipe.
PAYMENT FOR PIPE CULVERT INSTALLATION:
I. 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).
PIPE CULVERTS:
Unless otherwise noted, all storm drain, longitudinal and stub pipes 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 I 030~D. No separate pay
item will be made for this material for its placement.
Payment for pipe culvert or utility installation includes sawing and/or cutting and removing existing
pavement, sidewalk, curbing, etc., and replacing same as specified in accordance with Standard
G - 8
Engineering Department
Washington Road Intersection Improvements
1401. Payment for pipe culvert includes plugging existing pipe with Class "A" or "B" concrete and
for construction 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 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 pennission shall be removed from the project.
RELOCATED WATER METERS:
Relocated water meters and water meter boxes may not be placed in the sidewalk.
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 of the 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 of temporary fence if necessary. No separate payment will be
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 of the 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 th.e 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.
All buildings located on newly acquired R1W and/or easements shall be relocated by the Contractor.
Such buildings on existing RIW and/or easements shall be removed by the owner or will become
the property of the Contractor.
G -9
Engineering Department
Washington Road Intersection Improvements
SALVAGEABLE MATERIALS:
AU salvageable materials, such as drainage pipe, which require removing but not used on this
project, are to be removed from the Right-of-Way, as directed by the Engineer, and recycled or
properly disposed of per applicable local and state regulations. Augusta Engineering reserves the
right to request a copy of disposal documents for these materials.
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. Unless
specifically noted this does not apply to pipe trenches.
SOD:
Sod will not be paid for separately when used to match or replace sod on adjacent lawns as
replacement in kind. See GDOT specifications, subsection 700.04 E.
SPECIAL EVENTS:
When Special Events occur, such as the Augusta Masters Golf Tournament, all work shall be safed
up, shut down and maintained until the Engineer okays the resumption of work. No project is
exempt without the expressed approval of the Engineer. If these type work stoppages impose a
hardship, contract time wise, consideration will be given to extending the contract time in an
amount commensurate with the delay caused by such work stoppages provided the Contractor has
otherwise pursued the work diligently.
SPECIFICATIONS. STANDARDS AND OTHER DATA:
All references in this document, (includes all papers, writings, documents, drawings, or photographs
used, or to be used, in cOllilection 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.
SPEND OUT SCHEDULE:
A Spend out Schedule beginning with the Notice to Proceed and extending through the
anticipated construction life of the project, shall be submitted at the Pre-Construction
Conference. Such schedule shall include the anticipated earnings on a monthly basis.
G-1O
Engineering Department
Washington Road Intersection Improvements
STORM DRAIN PIPE:
Unless otherwise noted, all stonn drain, longitudinal and stub pipe are to be reinforced concrete and
shall include O-ring gaskets.
SUB-CONTRACTORS:
The Contractor shall furnish the official name, plus the name and telephone number of the 24-hour
emergency contact of all firms he proposes to use as Subcontractors in the work. This information.
is to be fumished at the Preconstruction Conference. However, no work shall be done on this
project by a Subcontractor until the Contractor receives approval of his Subcontractor(s) from the
Engineer.
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 24 Hour Phone Number
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.
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.
TEST ROLLING:
Prior to placing any base course, the subgrade shall be proof rolled to locate unstable areas and
achieve additional compaction. Area be proof rolled using a minimum 15 tons flat drum compactor
or other equipment as recommended by the Geotechnical Engineer (such as a fully loaded tandem
axle dumptruck). Geotechnical Engineer and/or a representative of Augusta Engineering
Department will observe and approve proof-rolling. Areas failing compaction shall be reworked.
Any areas judged by the Geotechnical Engineer to rut (should be improved in place or undercut and
replaced with fill compacted to 100 % of soil maximum dry density as determined by the modified
proctor compaction test (ASTM 01557, Method D or equivalent method approved by the
Geotechnical Engineer).
TRAFFIC CONTROL:
The Contractor shall provide construction signs in accordance with requirements of "Manual on
Uniform Traffic Control Devices (MUTeD) for Streets and Highways"; current edition with added
supplements and provisions.
The attention of the Contactor is specifically directed to Subsection 107.09 of the Supplemental
Specification-"Barricades and Danger, Warning, and Detour Signs". "The Contractor shall furnish,
install, and maintain all necessary and required barricades, signs, and other traffic control devices in
accordance with these specifications, Project Plans, Special Provisions, and MUTeD, and Take all
necessary precautions for the protection of the work and safety of the public."
G - 11
Engineering Department
Washington Road 1l1tersection Improvements
All temporary signs, barricades, flashing lights, stnpmg and any other traffic control devices
required during construction of this project shall meet all requirements of the MUTCD current
addition, as directed by the Engineer and be furnished by the Contractor with payment in
accordance with Section 150.
The Contractor shall so conduct his operations that there will be a minimum of interference with, or
interruption of, traffic on the travel way. This applies to 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 MUTeD, current edition and Georgia Standard 9102.
The Contractor shall provide all temporary traffic control devices needed to safely direct traffic
through the construction. area.
All temporary traffic control devices are to be placed in accordance with Georgia Department of
Transportation Standards and Specifications.
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.
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.
UTILITIES:
All utility facilities except those owned by Augusta Utilities Department which are in conflict with
construction, not covered as specified items in the detailed estimate, are to be removed and
relocated to clear construction by the respective owners with the exception of Augusta Utilities and
Augusta Traffic Engineering 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 the 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
G- 12
Engineering Department
Washington Road Intersection Improvements
their existence is unknown to the Contractor prior to the damage occurring, providing the Engineer
detennines the Contractor has otherwise fully complied with the Specifications.
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 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 except Augusta Utilities and
Augusta Traffic Engineering will be handled by the utility owner.
0-13
Augusta Richmond County Utilities
360 Bay Street, Suite 180
Augusta, GA 30901
Phone: (706) 312-4132
Fax: (706) 312-4133
Attn: Russell Thies
THE FOLLOWING UTILITY COMPANIES SHALL BE NOTIFIED BEFORE WORK
BEGINS:
(Contacts revised July 12,2007)
Atlanta Gas Light Company
1840 Wylds Road
Augusta, GA 30913
Phone: (706) 481-1452
Fax: (706) 481 -1495
Attn: Carl Corley
AT&T
3841 Wrightsboro Road
Augusta, GA 30909
Phone: (706) 228 .5203
Fax: (706) 855.1917
Attn: Austin Sapp
Knology of Augusta
3714 Wheeler Road
Augusta, GA 30909
Phone: (706) 364-1015
Fax: (706) 364-1011
AUn: Richard Strength
Comcast Communications.
P.O. Box 3579
Augusta, GA 30904
Phone: (706) 739 -1865
Fax: (706) 733 - 6942
Attn: Kevin O'Meara
G - 14
Georgia Power
290 North Peachtree Street
P.O. Box 188
Lincolnton, GA 30817
(706) 836-0130
(706) 359-6115
Attn: Mr. AI Danner
Jefferson Energy Cooperative
P.O. Box 457
Wrens, GA 30833
Phone: (706) 547-5019
Fax: (706) 547-5051
Attn: Mike Wasden
KMC Telephones
(706) 821 .2522
Attn: Dennis Norviel
Engineering Department
Engineering Department
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.
WARRANTY:
Unless otherwise specified, all contract work is subject to a l2-month warranty. The 12-month
warranty is hereby modified to include the following: Any repairs, corrections or modifications
performed within the last six months of the original 12':'month warranty shall have the original
12-month warranty extended 180 calendar days past the date of such repairs, corrections or
modifications.
J
G - 15
RIGHT OF WAY SPECIAL PROVISIONS
P -1
RIGHT OF WAY SPECIAL PROVISIONS
Project
Parcel Tax Map Parcel Name Address
1 12 82 ANLl, Inc. 2904 Washington Road 1) City of Augusta agrees that during the term of this
temporary construction easement, it will not obstruct nor
impede the orderly flow of vehicular traffic on the premises
owned by ANLI, Inc., and on which is located the "West
Bank Inn" Motel. 2) City of
Augusta agrees that upon the completion of the
Washington Road Intersection Improvements project it will
restore the area encompassing the subject temporary
construction easement to the same condition as existed on
the date of this instrument. (executed option)
2 12 92 William R. 2902 Washington Rd. None
Coleman. Jr.
2-5-1 12 92 David Cravens
3 12 83 Morris L. & Betty 207 Lafayette Dr. See "Exhibit A"
Jean R. Fulmer
4 12 110 Audrey D. Peel 208 Lafayette Dr. Parcel Eliminated from project
5 12 92-1 MJ Properties of 2860 Washington Rd. None
Augusta, LlC
6 12 19-1 A & W OU Tire 2855 Washington Rd "Widen the remaining curb cut on Center West Parkway
Co. from its present width by no less than ten linear feet prior to
closing the second entrance."
7 12 18-1 Suntrust 2901 Washington Rd. None
Bank/Augusta,
NA
8 12 19-3 Bank of America 102 Sherwood Dr None
9 12 18 Washington 2907 Washington Rd. None
Plaza
10 12-4 24 Washington 2564 Sherwood Dr. None
Hospitality LlC
Washington Road Intersection Improvements
(Boy Scout to Center West Parkway)
Project Number: 324-04-201824371
lNlTIALS_
~-...
AUG1)ST~ GEORGIA
OPTION FOR EASEMENT
GEORGIA, RICHMOND COUNfY
'~~.;2
,'.
....;;......
Received of Augusta,' Georgi3, 'the ~ of one ($1.00) dollar, the receipt whereof is hereby
acknowledged, . and in consideration of the benefits cbjved by me from the proposed project
mentioned herein, I bind myself, my heinl, executors and assigns as follows:
. .
If the said Augusta, Georgia, shall within: 60 days after date hereof, pay me the sum of $ 128.00.
then the oodersigned agrees to execute and ~1iver to Augusta. Georgia; easements to the land owned
by the undersigned, which is shown reflected in color on the plat aittaChedhei"eto and made a part hereof
by reference, to be used' for highway purposes on the WJl..'lhin2ton Road Intersection Improvements
Proicct, being Project Parcel 3-, (fax Map ..lL Paroel(s) m, coosisting of N/A sq. ft. of ~
construction and maintenance easement; more or less. and 354.31 sq. fl of temporary construction
, easement, morc or less, and 158.23 'sa. ft.' of tempoImy driveway easement, more or less, on project
Washington Road IntersectioillIncrovements. '
.' ' MPT-
'I' . ***..**....***.********.SPECIALPROVISION********....***..lI!*** ~, 1$" :
t!)[a.fbnenf ~ ffh'Mtnu-e. (!)n WfYllt.lJ-6i/m" (Jf ~or1<J or \~~r ~
. e\,sB-'" nJ! "i~ ~ '\l~j . ,!$::f"'" .
@ gepttlt- or re pt4.C__e. Ct/J-lj el~e... ~ -/e.J'\ce.. or ~s+ttb l\oh~ sh...
.' ,.81-~. .' . .
~ :rnstct-JI gU4rd ra..i.1 or Wa.n ~ la~e.~lJri~ f\~ -to tJ.W
~ a.J on8 ""'~"ht Q.(cAts . 6h oMd.ar of" ~ V)Q w ! ~(le: fi1r-
The said parcel of land as, abov~ fudicatccf is shown upon plans on file in the office of Augusta
Engineering, Augusta, ~gia, said plans being, identified as Washington Road Intersection
hqprovements. .
'~tnessmYhandandseal~YOf4t~ .--,. ,20Ji!tL. ,
Signed, Sealed 'and Delivered . '. I J..: '1 ., . : i
inth~ryenceof: '. At~ ppwt/JV" ~~
q~L~~ d~~.r7~M-' mbrr({L:FuJ~(L.s.)
Unoffic~ ,.".. "Morris L."Fulmer .. .
fYp.~' . . ,'.. " ~#:~~__E~",".(L:s.)
~OT . ~R.Fulmer
..... f '. .-~'va .
. . (L.S,)
. Accepted by:
AUGUS'T~ GEORGIA
. Administrator
DATE
Project Paxcel2, .
Tax Map ~2. Parcel No. Mo,
P-2
First Use January 4, 2000
Page 1 of 54
Rev. July 1.2003
April 15. 2004
October II, 2005
October 25, 2005
February 10, 2006
April 20. 2006
May 8. 2007
September 18, 2007
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
SPECIAL PROVISION
Section 150- Traffic Control
Add the following:
150.01 GENERAL
This section as supplemented by the Plans, Specifications, and Manual on Uniform Traffic
Control Devices (MUTCD) shall be considered the Temporary Traffic Control (TIC) 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 pedestrian traffic
through the Work Zone. This Work shall include both maintaining existing devices 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 MUTCD, the MUTCD shari control. The 2003 Edition of the MUTCD shall be in effect for the
duration of the project.
The Worksite Traffic Control Supervisor (WTCS) shall have a copy of Part VI of the MUTCD on
the job site. Copies of the current MUTCD may be obtained from the FHWA web page at
http://mutcd. fhwa .dot.gov.
A. WORKER SAFETY APPAREL
All workers exposed to the risks of moving roadway traffic or construction equipment shall
wear high-visibility safety apparel meeting the' requirements of International Safety
Equipment Association (ISEA) American National Standard for High-Visibility Safety Apparel,
or equivalent revisions, and labeled as ANSI-2004 Class 2 or 3 risk exposure.
B. WORKSITE TRAFFIC CONTROL SUPERVISOR
ALL HIGHWAYS (ADDITIONAL REQUIREMENTS BELOW FOR INTERSTATES): 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. A written
resume documenting the experience and credentials of the WTCS shall be submitted and
accepted by the Engineer prior to beginning any work that involves traffic control. The
WTCS shall be available on a twenty-four (24) hour basis to perform his duties. If the work
requires traffic control activities to be performed during the daylight and nighttime hours it
httn.:/tn1'\,\(''''.lt'") ~nt o:"'t~t.", ........n ~...."'.I_.""""'_.n_ _ I I'''')
First Use January 4, 2000
Page 2 of 54
may be necessary for the Contractor to designate an alternate WTCS. An alternate WTCS
must meet the same requirements and qualifications as the primary WTCS and be accepted
by the Engineer prior to beginning any traffic control duties. The Worksite Traffic Control
Supervisor's traffic control responsibilities shall have priority over all other assigned duties.
As the representative of the Contractor, the WTCS shall have full authority to act on behalf
of the Contractor in administering the TIC 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 other individuals making decisions regarding traffic control shall meet the training
requirements of the Part VI of the MUTCD. .
The WTCS shall supervise the initial installation of traffic control devices. The Engineer prior
to the beginning of construction will review the initial installation. Modifications to traffic
control devices as required by sequence of operations or staged construction shall be
reviewed by the WTCS.
The WTCS shall be available on a full-time basis 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 shaH regularly perform inspections to ensure that traffic control is maintained.
Unless modified by the speciat conditions or by the Engineer, routine deficiencies shall be
corrected within a twenty-four (24) hour period. Failure to comply with these provisions
shall be grounds for dismissal from the duties of WTCS and/or removal of the WTCS from
the project. Failure of the WTCS to execute his duties shall be considered as non-
performance under'.
The Engineer will periodically review the work for compliance with the requirements of the
TTC plan.
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.
CERTIFIED WORKSITE TRAFFIC CONTROL SUPERVISOR
ADDITIONAL REQUIREMENTS FOR INTERSTATE AND LIMITED ACCESS HIGHWAYS: In
addition to the requirements above, the WTCS shall have a minimum of one year's
experience directly related to work site traffic control in a supervisory or responsible
capacity. The WTCS shall be currently certified by the American Traffic Safety Services
Association (ATSSA) Work Site Traffic Supervisor Certification program or the National Safety
Council Certification program.
Any work performed on the interstate or limited access highway right-Of-way that requires
traffic control shall be supervised by the Certified Worksite Traffic Control Supervisor. No
work requiring traffic control shall be performed unless the certified WTCS is on the
worksite. Failure to maintain a Certified Worksite Traffic Control Supervisor on the work will
be considered as non-performance under
The WTCS shall perform, as a minimum, weekly traffic control inspections on all interstate
and limited access highways. The inspection shall be reported to the Engineer on a TC-l
report. The Engineer will furnish a blank copy of the TC-l report to the Contractor prior to
the beginning of any work on the interstate or limited access right-of-way.
c. TRAFfIC CONTROL DEVICES
I. ~. . J I. . _ .... "\ .J _.. .. .
First Use January 4,2000
Page 3 of 54
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. All devices shall be tested at NCHRP Test Level III.
Reference is made to Subsections 104.05, 107.07, and 107.09.
D. REFLECTORIZATION REQUIREMENTS
All rigid fluorescent orange construction warning signs (black on fluorescent orange) shall
meet the reflectorization and color requirements of ASTM Type VII, VIII, IX or X regardless
of the mounting height.
Portable signs which have flexible sign blanks shall meet the reflectorization and color
requirements of ASTM Type VI.
Warning signs (W3-1a) for stop conditions that have rumble strips located in the travefway
shaH be reflectorized with ASTM Type IX fluorescent yellow sheeting.
All other signs shall meet the requirements of ASTM Type III or IV except for "Pass With
Care" and "Do Not Pass" signs which may be ASTM Type I unless otherwise specified.
CHANNELIZATION DEVICES: Channelization devices shall meet the requirements of ASTM
Type III or IV high intensity sheeting.
E. IMPLEMENTATION REQUIREMENTS
No work shall be started on any project phase until the appropriate traffic control devices
have been placed in accordance with the 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.
When any shift or change is made to the location of traffic or to the flow patterns of traffic,
the permanent safety features shall be installed and fully operational before making the
change. If staging or site conditions prevent the installation of permanent features then the
equivalent interim devices shall be utilized.
Any section of the work that is on new location shall have all permanent safety features
installed and fully operational before the work is opened to traffic. Safety features shall
include but are not limited to the following items:
1. Guardrail including anchors and delineation
2. Impact attenuators
3. Traffic signals
4. Warning devices
5. Pavement markings including words, symbols, stop bars, and crosswalks
6. Roadway signs including regulatory, warning, and gUide
Outdoor lighting shall be considered as a safety feature for welcome centers, rest areas, and
weigh station projects. For typical roadway type projects new street lighting is not
considered a safety feature unless specifically noted in the plans or in the special conditions.
F. MAINTENANCE OF TRAFFIC CONTROL DEVICES
First Use January 4, 2000
Page 4 of 54
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. AU construction warning signs shall be removed within seven calendar days after
time charges are stopped or pay items are complete. 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. TRAFFIC INTERRUPTION RESTRICTIONS
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, be needlessly
disruptive or unnecessarily inconvenience the traveling public. The Contractor shall suspend
and/or reschedule any work when the Engineer deems that conditions are unfavorable for
continuing the Work.
Advanced notification requirements to the Contractor to suspend work will be according to
the events and the time restrictions outlined below:
Incident management
No advanced notice required
Threatening/Inclement weather
24 hours
Holidays. sporting events,
unfavorable conditions
Three (3) calendar days
If the work is suspended, the Contractor may submit a request for additional contract time
as allowed under Section 108. The Department will review the request and may grant
additional contract time as justified by the impact to the Contractor's schedule.
Compensation for loss of productivity, rescheduling of crews, rental of equipment or delays
to the Contractor's schedule will not be considered for payment. Additional contract time will
be the only consideration granted to the Contractor.
H. SEQUENCE.oF OPERATIONS
Any Sequence of Operations provided in this Contract in conjunction with any staging details
which may be shown in the plans, is a suggested sequence for performing the Work. It is
intended as a general staging plan for the orderly execution of the work while minimizing the
impact on the mainline, cross-streets and side streets. The Contractor shall develop detailed
staging and temporary traffic control plans for performing specifiC areas of the Work
including but not limited to all traffic shifts, detours, bridge widenings, paces, or other
activities that disrupt traffic flow. The Engineer may require detailed staging and TTC plans
for lane closures. These plans shall be submitted for approval at least two weeks prior to
the scheduled date of the activity, Activities that have not been approved at least seven (7)
days prior to the scheduled date shall be rescheduled.
Where traffic is permitted through the work area under stage construction, the Contractor
may choose to construct, at no additional expense to the Department, temporary on-site
bypasses or detours in order to expedite the work. Plans for such temporary bypasses or
First Use January 4,2000
Page 5 of 54
detours shall be submitted to the Engineer for review and approval 30 calendar days prior to
the proposed construction. Such bypasses or detours shall be removed promptly when in the
opinion of -the Engineer; they are not longer necessary for the satisfactory progress of the
Work. Bypasses and detours shall meet the minimum requirements of ':, :::OS,''--';; .! I
As an option to the Sequence of Operations in the Contract, the Contractor may submit an
alternative Sequence of Operations for review and approval. The Department may consider
the Contractor's alternate Sequence of Operations as a Value Engineering Proposal as
defined by Subsection 104.08. A twenty calendar day lead time for the Department's review
shall be given to this submission so that a decision on its acceptability can be made and
presented at the Preconstruction Conference. Insufficient lead time or no submission by the
Contractor shall be construed as acceptance of the Sequence of Operations outlined in the
Contract and the Willingness of the Contractor to execute this as-bid plan.
The Department will not pay, or in any way reimburse the Contractor for claims arising from
the Contractor's inability to perform the Work. in accordance with the Sequence of
Operations provided in the Contract or from an approved Contr9ctor alternate.
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 shall
supplement the approved traffic control plan. Any major changes to the approved TIC plan,
proposed by the Contractor, shall be submitted to the Department for approval.
Some additional traffic control details will be required prior to any major shifts or changes in
traffic. The traffic control details shall incfude, but not be limited to, the following:
1. A detailed drawing showing traffic locations and laneage for each step of the change.
2. The location, size, and message of all signs required. by the MUTCD, Plan, Special
Provisions, and other signs as required to fit conditions. Any portable changeable
message signs used shall be included in the details.
3. The method to be used in, and the limits of, the obliteration of conflicting Jines 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, ete.)
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.
First Use January 4, 2000
Page 6 of 54
A minimum of three copies of 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.
I. COMPLIANCE DATES FOR PROVISIONS OF THE MUTCD:
Federal law requires that traffic control devices (temporary or permanent) installed on new
highway or bikeway construction or reconstruction shall be compliant with the latest version
of the MUTCD before the road is opened to the public for unrestricted travel. The latest
version of the MUTCD is the 2003 Edition, which the Georgia Department of Transportation
has adopted. However, the' FHWA, in the introduction to the MUTCD has established
alternate compliance dates for some of the new provisions of the 2003 MUTCD. Below is a
list of those compliance dates. The Department may decide to require contractors to
implement some or all of these provisions at an earlier date than the compliance dates noted
below. However notice will be given in advance of the letting date if these provisions are to
be implemented prior to the compliance dates. The contractor may also decide to implement
the new provisions in the 2003 MUTCD earlier than required by the compliance dates below.
The target dates established by the FHWA shall be as follows:
Section 6D.01 Pedestrian Considerations - all new provisions for pedestrian accessibility - 5
years from the effective date of the Final Rule for the 2003 MUTCD.
Section 6D.02 Accessibility Considerations - 5 years from the effective date of the Final Rule
for the 2003 MUTCD.
Section 6D.03 Worker Safety Considerations - high-visibility apparel requirements - 3 years
from the effective date of the Final Rule for the 2003 MUTCD.
Section 6E.02 High-Visibility Safety Apparel - high-visibility apparel requirements for flaggers
- 3 years from the effective date of the Final Rule for the 2003 MUTeD.
The effective date of the Final Rule for the 2003 MUTCD is December 22, 2003.
150.02TEMPORARY TRAFFIC CONTROL (ITC) ZONES:
A. DEVICES AND MATERIALS:
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
Portable advance warning signs shall be utilized as per the requirements of the
temporary traffic control plans. All signs shall meet the requirements of the MUTCD and
shall be NCHRP 350 crashworthy compliant.
2. Arrow Panels
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" wide with not less than 15 lamps used for the arrow. The arrow shall
occupy virtually the entire size of the arrow panel and shall have a minimum legibility
First Use January 4,2000
Page 7 of 54
distance of one mile. The minimum legibility distance is that distance at which the arrow
panel can be comprehended by an observer on a sunny 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 for a Type C panel as
shown in the MUTCD. The sequential or flashing arrow panels shall not be used for lane
closure 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.
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.
For emergency situations, arrow display panels that meet the MUTCD requirements for
Type A or Type B panels may be used until Type C panels can be located and placed at
the site. The use of Type A and Type B panels shall be held to the minimum length of
time possible before having the Type C paneJ{s) in operation. The Engineer shall
determine when conditions and circumstances are considered to be emergencies. The
Contractor shall notify the Engineer, in writing, when any non-speCification arrow display
panel(s) is being used in the work.
3. Portable Changeable Message Signs
Portable changeable message signs meeting the requirements of Section 632 and the
MUTCD. Any PCMS in use that is not protected by positive barrier protection shall be
delineated by a minimum of three drums that meet the requirement of Section
lSO.OS.A.!. The drum spacing shall not exceed a maxim.um of ten (10') feet as shown in
, .. When the PCMS is within twenty (20') feet of the opposing traffic flow,
the trailing end of the PCMS shall be delineated with a minimum of three drums spaced
in the same manner as the approach side of the PCMS.
7. Pavement Marking
Pavement marking incorporated into the work shall comply with I:
and'
: ,','- :1,; "
First Use January 4,2000
Page 8 of 54
II
wa.1pll
When not in use the PCMS shall be removed from the roadway unless protected by
positive barrier protection. If the PCMS is protected by positive barrier protection the
sign panel shall be turned away from traffic when not in use.
4. Channelization Devices
Channelization devices shall meet the standards of the MUTCD and
5. Temporary Barrier
Temporary barrier shall meet the requirements of Section 620.
6. Temporary Traffic Signals
Temporary traffic signals shall meet the requirements of Section 647 and the MUTCD.
8. Portable Temporary Traffic Control Signals
The use off Portable Temporary Traffic Control Signals shall meet the following minimum
requirements:
Only two-lane two-way roadways will be allowed to utilize Portable Temporary Traffic
Control Signals.
All portable traffic control signals shall meet the physical display and operational
requirements of conventional traffic signals described in the MUTCD.
Each signal face shall have at least three lenses. The lenses shall be red, yellow, or
green in color and shall give a circular type of indication. AJllenses shall be twelve (12")
inches nominal in diameter.
A minimum of two signal faces shall face each direction of traffic. A minimum of one
signal head shall be suspended over the roadway traveJ.lane in a manner that will allow
the bottom of the signal head housing to be not less than seventeen (17') feet above
and not more than nineteen (19') feet above the pavement grade at the center of the
travel lane, The second signal head may be located over the travel lane with the same
height requirements or the second signal head may be located on the shoulder. When
the signal head is located on the shoulder the bottom of the signal head housing shall be
at least eight (8') feet but not more than (15') feet above the pavement grade at the
center of highway.
Advance warning signage and appropriate pavement markings shall be installed as part
of the temporary signal operation.
The signals shall be operated in a manner consistent with traffic requirements. The
signals may be operated in timed-mode or in a vehicle-actuated mode. The signals shall
be interconnected in a manner to ensure that conflicting movements can not occur. To
assure that the appropriate operating pattern including timing is displayed to the
traveling public, regular inspections including the use of accurate timing devices shall be
First Use January 4, 2000
Page 9 of 54
made by the Worksite Traffic Control Supervisor. If at any time any part of the system
fails to operate within these requirements then the use of the signal shall be suspended
and the appropriate flagging operation shall begin immediately.
The Worksite Traffic Control Supervisor (WTCS) shall continuously monitor the portable
traffic control signal to insure compliance with the requirements for maintenance under
the MUTCD. The signal shall be maintained in a manner consistent with the intention of
the MUTCD, with emphasis on cleaning of the optical system. Timing changes shall be
made only by the WTCS. The WTCS shall keep a written record of all timing changes.
The portable temporary signal shall have two power sources and shall be capable of
running for seven calendar days continuously.
The Contractor shall have an alternate temporary traffic control plan in the event of
failure of the signal.
9. RUMBLE STRIPS
Rumble strips incorporated into the work shall meet the requirements of Section 429 and
the MUTCD. Existing rumble strips that are positioned in the traveled way to warn traffic
of a stop condition shall be reinstalled based on the following requirements:
INTERMEDIATE SURFACES: Intermediate surfaces that will be in use for more than
forty-five (45) calendar days shall have rumble strips reinstalled on the traveled way in
the area of a stop condition. Non-refundable deductions in accordance with ~,':i ',; ',',,;
will be assessed for any intermediate surface in place for greater than 45 days
without rumble strips.
FINAL SURFACES: Rumble strips shall be installed on the final surface within fourteen
(14) calendar days of the placement of the final surface in the area of the stop
condition. Failure to install within fourteen (14) calendar days will result in assessment
of non-refundable deductions in accordance with 150.08.
Prior to the removal of any rumble strips located in the travelway, stop ahead (W3-1a)
warning signs shall be double indicated ahead of the stop condition. These warning
signs shall be a minimum of 48 inches by 48 inches. The refJectorization of the warning
signs shall be as required by .;'. These warning signs shall remain in
place until the rumble strips have been reinstalled on the traveled way. Any existing
warning signs for the stop ahead condition shall be removed or covered while the 48" X
48" (W3-1a) signs are in place. When the rumble strips have been reinstalled these
warning signs should be promptly removed and any existing signage placed back in
service.
10. GUARDRAIL: When the removal and installation of guardrail is required as a part of the
work the following time restrictions shall apply unless modified by the special conditions:
MULTI-LANE HIGHWAYS: From the time that the existing guardrail or temporary
positive barrier protection is removed the Contractor has fourteen (14) calendar days to
install the new guardrail and anchors. During the interim, the location without guardrail
shall be protected with drums spaced at a maximum spacing of twenty (20') feet. The
maximum length of rail that can be removed at any time without being replaced with
positive barrier protection is a total of 2000 linear feet of existing rail or the total length of
one run of existing rail, whichever is greater.
First Use January 4.2000
Page 10 of 54
ALL OTHER HIGHWAYS: From the time that the existing guardrail is removed or from
the time that temporary positive barrier protection is removed the Contractor has thirty
(30) calendar days to install the new guardrail and anchors. During the interim, the
location without guardrail shall be protected with drums spaced at a maximum spacing of
twenty (20') feet. The maximum length of rail that can be removed at any time without
being replaced with positive barrier protection is a total of 1000 linear feet of existing rail
or the total length of one run of existing rail, whichever is greater.
Based on existing field conditions, the Engineer may review the work and require that
the guardrail be installed earlier than the maximum time allowed above by giving written
notification to the Contractor via the TC-1 traffic control report.
Failure to comply with the above time and quantity restrictions shall be considered as
non-compliance under Subsection 150.08.
11. STOP SIGN REGULATED INTERSECTIONS: For intersections that utilize stop sign(s}
to control the flow of traffic and to restrict the movement of vehicles, the stop sign(s)
shall be maintained for the duration of the work or until such time that the stop condition'
is eliminated or until an interim or permanent traffic signal can be installed to proVide
proper traffic control. The traffic signal shall be installed and properly functioning before
the removal of the existing stop sign(s) is permitted. If the existing intersection is
enhanced traffic control features such as stop bars, double indicated stop signs, oversized
signs, advanced warning stop ahead signs, rumble strips on the approaches or flashing
beacons located overhead or on the shoulders then these features shall be maintained for
the duration of the project or until the permanent traffic control plan has been
implemented.
Whenever the staging of the work requires that the traveled-way be relocated or
realigned the Contractor shall reinstall all enhanced traffic control features noted above
on the newly constructed sections of the work. The cost of relocating the stop bars, stop
signs, advanced warning signs, the rumble strips and the flashing beacons shall be
included in the price bid for Lump-Sum- Traffic Control unless individual pay items are
included in the contract for rumble strips and/or flashing beacons. When pay items are
included in the contract for rumble strips or flashing beacons then these items will be paid
per each.
When staging requires the relocation or realignment of an existing stop condition it may
be necessary to consider the addition of enhanced traffic control features even though
none existed at the original location. As a guide for enhanced traffic control features that
may be considered, the Engineer or the WTCS may refer to the Department's gUidelines
for "Opening of New Roadways to Traffic" (Document #6635-2). Horizontal and vertical
alignment changes at a new location may have decreased or restricted sight distance or
the stop condition may occur sooner than in the previous alignment. If these conditions
occur then the Engineer and/or the WTCS should consider additional measures to
enhance the motorist's awareness of the changes even though the staging plans may not
address enhanced features. Stop signs should be a minimum of 36 inches for interim
situations. The use of 48 inch stop signs may be warranted under project specific
conditions. Flags may be used on interim/permanent stop signs that are mounted at
seven (7') feet in height for a short duration in order to direct additional attention to a
new or relocated stop sign(s). Flags should not be used for durations exceeding two
weeks unless unusual or site specify conditions warrant a longer period of time. The use
of Type "A" flashing red Iight(s) attached to the stop sign(s) may be appropriate during
the same period that the flags are in use to increase attention.
First U se January 4, 2000
Page 11 of 54
The use of rumble strips and/or portable changeable message signs may be considered.
The use of new rumble strips, where none previously existed, shall have the prior
approval of District Traffic Operations before being included as part of the temporary
traffic control plan. The message(s) displayed on any PCMS shall have the prior approval
of the Engineer and the message{s) shall be included as part of the TIC plan for the
interim staging.
The placement of any additional interim ground-mounted signs and posts or stop bars
shall be considered as incidental to the price bid for Lump Sum-Traffic Control. The
installation of rumble strips, flashing beacons or the use of Portable Changeable Message
Signs (PCMS) shall be considered as Extra Work unless pay items are included in the
contract.
B. WORK ZONE RESTRICTIONS:
1. Interstate
The Contractor shall not simultaneously perform work on both the inside shoulder and
outside shoulder on either direction of traffic flow when the Work is within 12 feet of the
travel-way, unless such areas are separated by at least one-half mile of distance.
2. Non-Interstate Divided Highwavs
The Contractor shall not simultaneously perform work on both the inside shoulder and
outside shoulder on either direction of traffic flow when the Work is within 12 feet of the
travel-way, unless such areas are separated by at least one-half mile distance in rural
areas or at least 500 feet of distance in urban areas. .
3. Non-Divided HighwaVs
a. The Contractor shall not simultaneously perform work on opposite sides of the
roadway when the work is within 12 feet of the travel-way, unless such areas are
separated by at least one-half mile of distance in rural areas or at least 500 feet of
distance in urban areas.
b. On two-lane projects where full width sections of the existing subgrade, base or
surfacing are to be removed, and new base, subgrade, or surfacing are to be
constructed, the Contractor shall maintain one-lane traffic through the construction
area by removing and replacing the undesirable material for half the width of the
existing roadway at a time. Replacement shall be made such that paving is
completed to the level of the existing pavement in the adjacent lane by the end of
the workday or before opening all the roadway to traffic.
4. All Highways:
a. There shall be no reduction in the total number of available traffic lanes that existed
prior to construction except as specifically allowed by the Contract and as approved
by the Engineer.
b. Travelway Clearances: All portions of the work shall maintain the following minimum
requirements:
First Use January 4,2000
Page 12 of 54
Horizontal: The combined dimensions of the paved shoulder and the roadway
surface remaining outside the Work Zone shall be no less than sixteen (16) feet in
width at any location.
Vertical: The overhead clearance shall not be reduced to less than fifteen (15) feet at
any location.
The restrictions above apply to all shifts, lane closures, on-site detours and off site
detours whether shown in the contract or proposed by the Contractor. It shall be
the responsibility of the Contractor to verify that these minimum requirements have
been met before proceeding with any phase of the Work.
Two-lane two-way roadways may have temporary horizontal restrictions of less than
sixteen (16) feet provided a flagger operation for one-way traffic is utilized to restrict
access to the work area by over-width loads. The minimum horizontal clearance
shall be restored before the flagging operation is removed.
c. Highway Work Zone: All sections or segments of the roadway under construction or
reconstruction shall be signed as a Highway Work Zone except non.state highway
two-lane two-way resurfacing projects. Two conditions can be applied to a Highway
Work Zone. Condition 1 is when no reduction in the existing speed limit is required.
Condition 2 is when worksite conditions require a reduction of the speed limit
through the designated Work Zone. Properly marking a Highway Work Zone shall
include the following minimum requirements:
1. NO REDUCTION IN THE EXISTING POSTED SPEED LIMIT IN HIGHWAY WORK
ZONE:
a) Signage ( ) shall be posted at the beginning point of the
Highway Work Zone warning the traveling public that increased penalties for
speeding violations are in effect. The:,' sign shall be placed a minimum
of six hundred (600') feet in advance of the Highway Work Zone and shall
not be placed more than one thousand (1000') feet in advance of the Work
Zone. If no speed reduction is required it is recommended that the .....,: - -
be placed at 750 feet from the work area between the ROAD WORK 500 FT.
and the ROAD WORK 1000 FT. signs.
signs shall be placed at intervals not to exceed one mile for the
length of the project.. signs should be placed on the mainline after all
major intersections except State Routes. State Routes shall be signed as per
the requirements for intersecting roadways below.
b) The existing speed limit shall be posted at the beginning of the Work Zone.
Existing Speed Limit signs (R2-1) shall be maintained.
c) INTERSECTING ROADWAYS: Intersecting state routes shall be signed in
advance of each intersection with the Work Zone with a sign to warn
motorists that increased fines are in effect. All other intersecting roadways
that enter into a designated Highway Work Zone may be signed in advance
of each intersection with the Work Zone. When construction equipment and
personnel are present in the intersection on the mainline of a multi-lane
roadway, the intersecting side roads shall be signed in advance with
First Use January 4, 2000
Page 13 of 54
signs. As soon as the work operation clears the intersection the signage may be
removed.
d) Signage ( ) shall be posted at the end of the Highway Work
Zone indicating the end of the zone and indicating that increased penalties
for speeding violations are no longer in effect.
e) When a designated Highway Work Zone is no longer necessary all signs shall
be removed immediately.
2. REDUCING THE SPEED LIMIT IN A HIGHWAY WORK ZONE:
Highway Work Zone signs shall be posted as required in Condition 1 above.
For limited access (interstate) highways and controlled access multi-lane divided
highways the posted speed limit shall be reduced as required below.
Speed limit signage (R2-1) for the reduced speed limit shall be erected at the
beginning of the work zone. Additional signs shall be placed to ensure that the
maximum spacing of the reduced speed limit signs shall be no greater than one
(1) mile apart. Existing speed limit signs shall be covered or removed. On multi-
lane divided highways the speed limit signs shall be double indicated when the
reduced speed is in use.
When anyone or more of the following conditions exist and the existing speed
limit is 65 mph or 70 mph, the speed limit shall be reduced by 10 mph. If the
existing speed limit is 60 mph, the speed limit should be reduced by 5 mph. If
the existing speed limit is 55 mph or less, the Contractor can only reduce the
speed limit with the prior approval of the Engineer. The reduction in the speed
limit shall be no greater than 10 mph:
a) Lane c1osure(s) of any type and any duration.
b) The difference in elevation exceeds two inches adjacent to a travel lane as
shown in , ,. .
c) Any areas where equipment or workers are within ten feet of a travel lane.
d) Temporary portable concrete barriers located less than two (2') feet from the
traveled way.
e) As directed by the Engineer for conditions distinctive to this project.
When the above conditions are not present the speed limit shall be immediately
returned to the existing posted speed limit. A speed reduction shall not be put in
place for the entire length of the project unless conditions warranting the speed
reduction are present for the entire project length. All existing speed limit signs
within the temporary speed reduction zone shall be covered or removed while
the temporary reduction in the speed limit is in effect. All signs shall be erected
to comply with the minimum requirements of the MUTeD.
As a minimum the following records shall be kept by the WTCS:
a) Identify the need for the reduction.
b) Record the time of the installation and removal of the temporary reduction.
c) Fully describe the location and limits of the reduced speed zone.
d) Document any accident that occurs during the time of the reduction.
First Use January 4,2000
Page 14 of 54
A copy of the weekly records for reduced speed zones shall be submitted to the
Engineer.
Reduced speed zones shall, as a minimum, be signed as per ' . . :.~. c.
Interim signs shall meet the requirements of Subsection 150.03 D. Additional
signs may be necessary to adjust for actual field conditions.
When a pilot vehicle is used on a two-lane two-way roadway the speed limit
should not be reduced. For special conditions specific to the work, on two-lane
two-way roadways or multi-lane highways, the contractor may reduce the posted
speed limit with the prior approval of the Engineer.
5. MILLED SURFACE RESTRICTIONS:
Unless modified by the special conditions, a milled surface on any asphaltic concrete
surface shall not be allowed to remain open to traffic for a period of time that exceeds
thirty (30) calendar days.
6. INSTALLATION/REMOVAL OF WORK AREA SIGNAGE:
No payment will be made for Traffic Control-Lump Sum until the Work has actually
started on the project. The installation of traffic control signage does not qualify as the
start of work. Advanced warning signs shall not be installed until the actual beginning
of work activities. Any permanent mount height signs installed as the work is preparing
to start shall be covered until all signs are installed unless all signs are installed within
seven (7) calendar days after beginning installation.
All temporary traffic control devices shall be removed as soon as practical when these
devices are no longer needed. When work is suspended for short periods of time,
temporary traffic control devices that are no longer appropriate shall be removed or
covered.
All construction warning signs shall be removed within seven (7) calendar days after
time charges are stopped or pay items are complete. If traffic control devices are left in
place for more than ten (10) calendar 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.
PUNCHLIST WORK: Portable signs shall be utilized to accomplish the completion of all
punch list items. The portable signs shall be removed daily. All permanent mount height
signs shall be removed prior to the beginning of the punchlist work except "Low/Soft
Shoulder" signs and any signs that have the prior written approval of the Engineer to
remain in place while the punchlist work is in progress.
Failure to promptly remove the construction warning signs within the seven (7) calendar.
days after the completion of the Work or failure to remove or cover signs when work is
suspended for short periods of time shall be considered as non-performance under
Subsection 150.08.
----------- -.------~~----. -
~ ~ WORK ZONE -:/ ~ t-
OR OR OR OR
KKK /
HWZ-l,K ,/
SIGNS /
SPEED
i THIS S IG~ SHALL BE INSTALLED ONL Y WilT
: lIMEN THE SPEED RtDUC lTl ON IS GREATER
i THAN 10 LI.P.H. FROU THE EXISTING * *
; POS TEO SPEED LI t.l1 T.
First Use January 4, 2000
"K
; HWZ ~2
;SIGNS
Page 15 of 54
INltH)IAlt ANU MUll I-LANt UIVIUtU HloHWAY )lGNINu )HALl ~t
DOUBLE INC1CATED (R!GHT SHOULDER AND MED!AN SHOULDER)
~ 600' + 600' + 600' + 600' ~
~ 600' ~
------
------
~
OR
~
OR
,K
/
REDUCED ~
0
SPEED N
0
w
AHEAD ~
III
Z
U
'"
R2-5o dl
48"X 60"
SPEED
L1~1T
*..
SPEED
L11l1!T
.*
R2-1
48>>X 60"
REDUCED SPEED ll~IT SHALL
HAVE THE PR lOR APPROVAL
OF THE ENGINEER.
(
R2-1 I
48!1X 60u :
R2-1
48"X 60"
SPEED
L1UIT REDUCE 0 CONS TRUe T I
llUIT SHAll BE SP~
.. OF' ONE /lILE APART.
R2-1
48"X 60"
SIGN SIZES SHOWN ARE
UUlTI-lANE DIVIOED HI
FOR OTHER HIGHWAYS us
SIGNS AS PER THE U. u.
HWZ-2 AND H'IH SIGNS
All INTERSECTING ROADWAYS SHALL BE SIGNED WITH A HWZ-2 SIGN
. TO WARN I./OTORISf ENTERING THE HIGHWAY WORK ZONE. .
INTERSTArE AND MUlTI-lANE HIGHWAY SIGNING SHAll BE
DOUBLE INDICATED tRIGHT SHOULDER AND UEDIAN SHOULDER),
DET AIL 150-H
First UseJanuary 4,2000
Page 16 of 54
First Use January 4, 2000
Page 17 of 54
First Use January 4, 2000
4 u_
40"
- 4"
60"
W&(~~~ ~(d)~~
6" - 32" .,8u
@~V~~[>>~~~@J .
I')" - 18" - 15"
~~~D~~
6 "1-0 35 ,. ..j r,"
~~~(~~~ ~ ~)~~)
13" - 22" - 13" -
I~OO~~lW~
~~~m~ @ ~@@
-1-
11 .,
26"
11" -
48 "
HWZ-2
3,/ MARG I N
11,/ BORDER
3" RADIUS
r.: "
:)
6"
6" SER. "("
3"
<1 "
11,/ BAR
6"
(," SE R. "C"
3 "
b" b" SER. "e"
3"
(," 6" SER. "e"
7 "
J 11~",J' BAR
21/411 "1
4 " 4" SER. "0"
13,/
4 " 4" SER. "D"
3"
COLORS
TOP PANEL
LEGEND & BORDER - BLACK INON-REFL)
BACKGROUND - FLUORESENT ORANGE
{ AS TM TYPE V [ I. V I I I. (X or X)
MIDDLE & BOTTOM PANELS
LEGEND & BORDER - BLACK (NON-REFLI
BACKGROUND - WHITE IASTM TYPE I I I OR IV REFL SHEETING)
NOTES:
1. .~.LL HWZ-2 SIGN PANELS SHALL BE RIGID.
2. THE SIZE OF THE HWZ-2 SIGN SHALL NOT BE REDUCED FOR USE
ON TWO-LANE ROADWAYS.
Page i8 of 54
First Use January 4,2000
Page 19 of 54
3,t MARG IN
II't BORDER
4 "....... 40" - 4" 3" RADIUS
A
5"
Wy@~~~ ~(b)~~ (j " 6/1 SER."("
)
3/1 11,/ BAR
18/1 .1- 12" .1. 18"--- 5"
~~~) 6/1 6" SER. /Ie"
6 "\... 36" ..16 " 4"
60" ~~~~J~~~~[>>
6" 6" SER. lie"
8" - ~.," ~ 8/1 4 "
,)'"
@~~~~)~~(@ ,.. " 6" SER."("
(;
4"
~~~~~@ r" 6" SER. "e"
(;
-L 5"
- 15" - 18 PI 15 " -
4S" -
HWZ-3
COLORS
TOP PANEL
LEGEND & BORDER - BLACK (NON-REFL)
BACKGROUND - FLUORESENT ORANGE
( AS T M T Y P E V r [t V I [ [. I X or X)
BOT TOM P A.NEl
LEGEND & BORDER - BLACK (NON-REFL)
BACKGROUND - WHITE (ASTM TYPE I [j OR IV REFL SHEETING)
,"'JorES:
I. ALL HWZ-3 SIGN PANELS SHALL BE RIGlD.
2. THE SIZE OF THE HWZ-3 SrGN SHALL NOT BE REDUCED FOR USE
ON TWO-LANE ROADWAYS.
First Use January 4,2000
Page 20 of 54
C. LANE CLOSURES:
1. Approval/Restrictions
All Jane closures of any type or duration shall have the prior approval of the Engineer.
a. The length of a lane closure shall not exceed two (2) miles in length excluding the
length of the tapers unless the prior approval of the Engineer has been obtained.
The Engineer may extend the length of a lane closure based upon field conditions
however the length of a workzone should be held to the minimum length required to
accomplish the Work. Lane closures shall not be spaced closer than one mile. The
advanced warning signs for the project should not overlap with the advanced
warning signs for lane shifts, lane closures, etc.
b. 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.
c. For Interstate, Limited Access and Multi-lane Divided Highways, a Portable
Changeable Message Sign (PCMS) shall be placed one (1) mile in advance of a lane
closure with a message denoting the appropriate lane closure one mile ahead. The
Portable Changeable Message Sign (PCMS) shall be placed on the outside shoulder in
accordance with Detail 150-PCMS. This is in addition to the other traffic control
devices required by Standard 9106.
2. Removal Of Lane Closures
To provide the greatest possible convenience to the public in accordance with Sub-
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. All portable signs and portable sign
mounting devices shall be removed from the roadway to an area which will not allow the
sign to be visible and will not allow the sign or sign mounting device to be impacted by
traffic.
3. Exit And Entrance Ramps
On multilane highways where traffic has been shifted to the inside lanes, the exit and
entrance 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 shalf be placed at the ramp divergence. The "EXIT OPEN" sign
shown in Figure TA-42 of the MUTCD shall be utilized. Channelization device spacing
shalf be 10 feet For 200 feet in advance of the temporary gore, and 10 feet for the first
100 feet of the temporary gore.
4. Lane Drop/Lane Closure
The first seven (7) calendar days of any lane closure shall be signed and marked as per
Standard 9106 or 9107. However, lane closures that exist for a duration longer than seven
(7) calendar days may be signed and marked as per the details in Standard 9121, provided
the prior approval of the Engineer is obtained. The approved lane drop shall utilize only the
signs and markings shown for the termination end of the lane drop in Standard 9121. All
warning signs in the lane drop sequence shall be used. Drums may be substituted for the
Type I Crystal Delineators at the same spacing.
First {J se January 4, 2000
Page 21 of 54
5. Termination Area
The transition to normal or full width highway at the end of a lane closure shall be a
maximum of 150 feet.
D. 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.
When ready to start the work activity, the police vehicle will act as a pilot vehicle slowing the
traffic thereby providing a gap in traffic allowing the Contractor to perform the Work. Any
on-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 "8"
flashing light, with the legend "TRAFFIC SLOWED AHEAD SHORT DELAY" (See '",r;
). 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
shalf 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" letter and border of the size specified.
First Use January 4,2000
Page 22 of 54
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E. CONSTRUCTION VEHICLE TRAFFIC
The Contractor's vehicles shall travel in the direction of normal roadway traffic and shall not
reverse direction except at intersections, interchanges, or approved temporary crossings.
The Contractor may submit a plan requesting that construction traffic be allowed to travel in
the opposite direction of normal traffic when it would be desirable to modify traffic patterns
to accommodate specific construction activities.
Prior approval of the Engineer shall be obtained before any construction traffic is allowed to
travel in a reverse direction. If the Contractor's submittal is approved the construction traffic
shaH be separated from normal traffic by appropriate traffic control devices.
F. ENVIRONMENTAL IMPACTS TO THE TEMPORARY TRAFFIC CONTROL (TTC) PLAN
The Contractor shaH ensure that dust, mud, and other debris from construction activities do
not interfere with normal traffic operations or adjacent properties. All outfall ditches, special
ditches, critical storm drain structures,. erosion control structures, retention basins, etc. shall
be constructed, where possible, prior to the beginning of grading operations so that the best
possible drainage and erosion control will be in effect during the grading operations, thereby
keeping the roadway areas as dry as possible.
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Areas within the limits of the project which are determined by the Engineer to be disturbed
or damaged due either directly or indirectly from the progress or the lack of progress of the
work shall be cleaned up, redressed, and regrassed. All surplus materials shall be removed
and disposed of as required. Surplus materials shall be disposed of in accordance with
Subsection 201.02.E.3 of the Specifications.
G. EXISTING STREET LI~HTS
Existing street lighting shall remain lighted as long as practical and until removal is approved
by the Engineer.
H. NIGHTWORK
Adequate temporary lighting shall be proVided at all nighttime work sites where workers will
be immediately adjacent to traffic.
I. CONSTRUCTION VEHICLES IN THE WORKZONE
The parking of Contractor's and/or workers personal vehicles within the work area or
adjacent to traffic is prohibited. It shall be the responsibility of the Worksite Traffic Control
Supervisor to ensure that any vehicle present at the worksite is necessary for the completion
of the work.
J. ENCROACHMENTS ON THE TRAVELED-WAY
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 travelway. 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. PEDESTRIAN ACCESS TO THE WORK
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.
L. TRAFFIC SIGNALS
If the sequence of operations, staging, or the temporary traffic control plan reqUires the
relocation or shifting of any components of an existing traffic signal system then any work
on these traffic signals will be considered as part of Lump Sum- Traffic Control. The
contractor becomes responsible for the maintenance of these traffjc signals from the time
that the system is modified until final acceptance. The maintenance of traffic signals that
are not a part of the work and are not in conflict with any portion of the work shall not be
the responsibility of the contractor.
When construction operations necessitate an existing traffic signal to be out of service, the
Contractor shall furnish off-duty police officers to regulate and maintain traffic control at the
site.
M. REMOVAL/REINSTALLATION OF MISCELLANEOUS ITEMS
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In the prosecution of the Work, if it becomes necessary to remove any existing signs,
markers, guardrail, etc. not covered by specific pay item, they shall be removed, stored and
reinstalled, when directed by the Engineer, to line and grade, and in the same condition as
when removed.
150.03SIGNS:
A. SIGNING REQUIREMENTS OF THE TEMPORARY TRAFFIC CONTROL (TTC) PLAN
When existing regulatory, warning or guide signs are required for proper traffic control the
Contractor shall maintain these signs in accordance with the temporary traffic control (TIC)
plan. The Contractor shall review the status of all existing signs, interim signs added to the
work, and permanent sign installations that are part of the work to eliminate any conflicting
or non-applicable signage in the TIC Plan. The Contractor's review of all signs in the TIC
Plan shall establish compliance with the requirements of the MUTCD and Section 150. Any
conflicts shall be reported to the Engineer immediately and the WTCS shall take the
necessary measures to eliminate the conflict.
The Contractor shall make every effort to eliminate the use of interim signs as soon as the
Work allows for the installation of permanent signs.
All existing illuminated signs shall remain lighted and be maintained by the Contractor.
Existing street name signs shall be maintained at street intersections.
B. CONFLICTING OR NON-APPLICABLE SIGNS
Any sign(s) or portions of a sign(s) that are not applicable to the TIC plan shall be covered
so as not to be visible to traffic or shall be removed from the roadway when not in use. The
WTCS shall review all traffic shifts and changes in the traffic patterns to ensure that all
conflicting signs have been removed. The review shall confirm that the highest priority signs
have been installed and that signs of lesser significance are not interfering with the visibility
of the high priority signs. High priority signs include signs for road closures, shifts, detours,
lane closures and curves. Any signs, such as speed zones and speed limits, passing zones,
littering fines and litter pick up, that reference activities that are not applicable due to the
presence of the Work shall be removed, stored and reinstalled when the Work is completed.
Failure to promptly eliminate conflicting or non-applicable signs shall be considered as non-
performance under
C. REMOVAL OF EXISTING SIGNS AND SUPPORTS
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 if this material will be required later in the work as part of the TIC plan. If the
signs are not to be utilized in the work then the signs will become the property of the
Contractor unless otherwise specified in the contract documents.
D. INTERIM GUIDE, WARNING AND REGULATORY SIGNS
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Interim guide, warningi or regulatory signs required to direct traffic shall be. furnished
installed, reused, and maintained by the Contractor in accordance with the MUTCD, th~
Plans, Special Provisions, Special Conditions, or as directed by the Engineer. These signs
shall remain the property of the Contractor. The bottom of all interim signs shall be
mounted at least seven (7') feet above the level of the pavement edge when the signs are
used for long-term stationary operations as defined by Section 6G.02 of the MUTCD. Special
Conditions under Subsection 150.11 may modify this requirement.
Portable signs may be used when the duration of the work is less than three (3) days or as
allowed by the special conditions in Subsection 150.11. Portable signs shall be used for all
punchlist work. All portable signs and sign mounting devices utilized in work shall be NCHRP
350 compliant. Portable interim signs shall be mounted a minimum of one (1') foot above
the level of the pavement edge for directional traffic of two (2) lanes or less and a minimum
of seven (7') feet for directional traffic of three (3) or more lanes. Signs shall be mounted at
the height recommended by the manufacturer's crashworthy testing requirements. Portable
interim signs which are mounted at less than seven (7') feet in height may have two 18 inch
x 18 inch fluorescent red-orange or orange-red warning flags mounted on each sign.
All regulatory sign blanks shall be rigid whether the sign is mounted as a portable sign, on a
Type III barricade or as a permanent mount height sign.
Any permanent mount height interim sign that is designed to fold in half to cover a non-
applicable message on the sign shall have reflectorized material on the folded over portion of
the sign. The reflectorized material shall be orange in color with a minimum of ASTM Type I
engineering grade sheeting with a minimum area of six inches by six inches (6" x 6") facing
the direction of traffic at all times when the sign is folded.
Interim signs may be either English or metric dimensions.
E. EXISTING SPECIAL GUIDE SIGNS
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 (legend, letter size, spacing, border, etc.) equal to that of
the existing signs, or of ..". 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 (legend) 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-conflicting 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. Interim
special guide signs that may be required in addition to, or a replacement for, existing
expressway and freeway (interstate) signs shall be designed and fabricated in
compliance with the minimum requirements for guide signing contained in Part 2E
"Guide Signs Expressway" and Part 2F "Guide Signs Freeways" of the MUTCD, except
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that the minimum size of all letters and numerals in the names and 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.
The road name of the exit or route shield shall be placed on the exit gore sign.
3. Interim Overhead Guide Sign Structures
Interim overhead special guide sign structures are not required to be lighted unless
specifically 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 desired connection to the power source.
4. Permanent Special Guide Signs
The installation of new permanent special guide signs and the permanent modification or
resetting of existing special guide signs, when included in the contract, shall be
accomplished as soon as practical to minimize the use of interim special guide signs. If
lighting is required by the Plans, all new permanent overhead special guide signs shall be
lighted as soon as erected.
F. MATERIALS- INTERIM SIGNS:
1. Posts
Permanent mounting height of seven (7') feet- 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. Within the limits of a single
project, all metal posts shall be the same color. Wood posts are not required to be
pressure treated.
Interim posts may be either metric or English in dimensions.
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
"1994 AASHTO Standard Specifications for Structural Support for Highway Signs,
Luminaries and Traffic Signals". Unprotected interim posts shall be spliced as shown in
unless full length unspliced posts are used.
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.
Installation of posts may require establishment of openings in existing pavements,
islands, shoulders etc.
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.
. ,
. .
2. Sign Blanks And Panels- Permanent mounting height of seven (7') feet-
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 unless these rigid sign blanks are currently
approved as a crashworthy sign blank material under QPL 34. The back side of sign
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panels shall be painted orange to prevent rust if other metals are used in lieu of
aluminum. Plywood blanks or panels will not be permitted. The use of flexible signs will
not be permitted for permanent mount height signs.
Interim blanks and panels may be either metric or English in dimensions.
3. Portable Sign Mounting Devices, Portable Sign Blanks-
All portable sign mounting devices and sign blanks utilized in the work shall be NCHRP
350 Test Level III compliant. All portable sign mounting devices and sign blanks shall be
from the Qualified Products List. Any sign or sign mounting device shall have an
identifying decal, logo, or manufacturer's stamping that clearly identifies the device as
NCHRP 350 compliant. The Contractor may be required to provide certification from the
Manufacturer as proof of NCHRP 350 compliance. All portable signs shall be mounted
according to height requirements of
G. SIGN VISIBILITY AND OFFSETS
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. Any clearing required for
maintaining the line of sight to existing, interim or permanent signs shall be done as part of
the requirements of the TTC plan. The clearing shall include any advance warning signs,
both interim and permanent, that are installed as a part of the work including advance
warning signs that are installed outside the limits of the project. Any sign installed behind
W-beam or T-beam guardrail with non-breakaway posts shall be installed with the leading
edge of the sign a minimum of four feet and three inches (4'3") behind the face of the
guardrail with five feet (5') of clearance being desirable. Limbs, brush, construction
equipment and materials shall be kept clear of the driver's line of sight to all signs that are
part of the TIC plan.
H. ADVANCE WARNING SIGNS:
1. All Type Of Highways
Advance warning signs shall be placed ahead of the work area in accordance with Part
VI of the MUTeD and shall include a series of at least three advance road work (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).
At grade intersecting roadways and on-ramps shall be signed with a minimum of one
ROAD WORK AHEAD sign.
When work terminates at a IT' intersection, a minimum of one "ROAD WORK AHEAD"
sign shall be placed in advance of the intersection and one "END ROAD WORK" sign shall
be placed at the termination end of the intersection. Field conditions may require the
use of additional warning signage.
Advanced Warning Signs on State Routes shall be a minimum dimension of 48 inches x
48 inches. When a State Route intersects a project which consists of adding travel
lanes, reconstructing an existing roadway or new location work, the State Route
approaches shall have a minimum of three (W20-1) advanced warning signs (1500 ft.,
1000 ft., 500 ft.). The termination end of an intersecting State Route shall have END
ROAD WORK signage.
The W20-1 signs shall be placed at the termini of the project or sufficiently in advance of
First Use January 4,2000
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the termini to allow for lane shifts, Jane closures. and other activities which may also
require advanced warning signs. The advanced warning signs for the project should not
overlap with the advanced warning signs for lane shifts, Jane closures, ete.
The length of a workzone should be held to the minimum length required to accomplish
the work. If a project has multiple individual worksites within the overall limits of the
project, each site should be signed individually if the advance warning signs for each site
can be installed without overlapping an adjacent worksite. As soon as the work is
completed at any individual site the warning signs shall be removed from that site.
Clean-up work and punchlist work shall be performed with portable signage.
Project mileage indicated on the G20-1 sign shall be the actual project mileage rounded
up to the nearest whole mile. Projects less than two (2) miles in length or individual
worksites that are part of a multiple worksite project may delete this sign. The G20-1
sign shall be 60" X 36" and the G20-2 sign shall be 48" X 24/.
2. Interstate, Limited Access And Multilane Divided Highways
In addition to the W20-1 signs required at 500 ft., 1000 ft. and 1500 ft., multi-lane
divided highways shall also have additional. advanced warning signs installed with the
legend "ROAD WORK (2 MILES, 1 MILE and 1/2 MILE). All construction warning signs
on divided highways shall be double indicated (i.e., on the left and right sides of the
roadway.) If the use of the 112 mile, 1 mile and 2 mile advanced warning signs cause an
overlap with other work or do not benefit field conditions then the Engineer may review
the use of these signs and eliminate their installation. When the posted speed limit is SO
MPH or less, the 112 mile, 1 mile and 2 mile signs should be eliminated especially in urban
areas.
The W20-1 advance warning signs for ROAD WORK 500 FEET; 1000 FEET; and 1500
FEET shall be temporarily covered when work involving the advanced warning signs for
lane shifts and lane closures overlap these signs. The ROAD WORK 112 MILE, ROAD
WORK 1 MILE, and ROAD WORK 2 MILES shall be in place when the SOD, 1000 and
1500 feet signs are temporarily covered.
When the temporary traffic control zone already has advanced warning (W20-1) signs
installed the W20-1 signs reqUired for lane closures under Standard 9106 should be
eliminated.
RAMP WORK ON LIMITED ACCESS HIGHWAYS: The workzone shall not be signed for the
entire length of the mainline of a limited access highway when only short individual
worksites, interchange or ramp work is being performed.
When work is restricted to ramp reconstruction or widening activities, the advance
warning signs on the mainline section of the limited access highway shall be limited to
the use of portable advance warning signs. These portable advance warning signs shalf
only be utilized when work activity is within the gore point of the ramp and the mainline
traveled way or work is active in the accel/decel lane adjacent to the mainline traveled
way. Portable advance warning signs (W20-1; 1500ft./1000 ft.j500ft.) shall be installed
on the traveled way of the limited access highway when the above conditions are
present. The advance warning signs shall be installed only in one direction where work
is active. All portable signs shall be double indicated. When work is not active, the
ramp work shall be advanced warned by the use of a single 48 inch X 48 inch "RAMP
WORK AHEAD" sign along the right shoulder of the mainline traveled way prior to the
beginning of the taper for the decel lane. The "RAMP WORK AHEAD" sign shall be
First Use January 4, 2000
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mounted at seven (7') feet in height. Differences in elevation shall be in compliance with
the requirements of ' :-, --: -, prior to the removal of the portable (W20-1)
advanced warning signs from the mainline.
The G20-1 sign shall be eliminated on limited access highways when the work involves
only ramp work, bridge reconstruction, bridge painting, bridge joint repairs, guardrail
and anchor replacement or other site specific work which is confined to a short section
of limited access highway.
I. PORTABLE CHANGEABLE MESSAGE SIGN
Unless specified as a paid item in the contract the use of a portable changeable message
sign will not be required. When specified, a portable changeable message sign (PCMS) shall
meet the minimum requirements of Section 632 and the MUTCD. The maximum amount of
messages allowed to be flashed on one PCMS is two phases (flashes). The language and
the timing of the messages shall comply with the MUTeD and Section 632.
When used as an advanced device the PCMS should typically be placed ahead of the
construction activities. If the PCMS is used as a substitute for another device then the
requirements for the other device apply.
J. FLASHING BEACON
The flashing beacon assembly, when specified, shall be used in conjunction 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.
K. RUMBLE STRIP SIGNAGE
Signage for rumble strips located in the travelway shall be as required in :';,
and .,
L. LOW/SOFT SHOULDER SIGNAGE
Low or soft shoulder signs shall be utilized in accordance with the following conditions:
CONSTRUCTION/RECONSTRUCTION PROJECTS:
"LOW/SOFT SHOULDER" signs shall be erected when a difference in elevation exceeds one
(1") inch but does not exceed three (3") inches between the travelway and any type of
shoulder unless the difference in elevation is four (4') feet or greater from the edge of the
traveled way.
The spacing of the signs shall not exceed one (1) mile and the signs shall be placed
immediately past each crossroad intersection. The "Low/Soft" signs shall remain in place
until the difference in elevation is eliminated and the shoulder has been dressed and
permanently grassed for a minimum of thirty (30) calendar days. These signs shall be
furnished, installed, maintained and removed by the Contractor as part of Traffic Control-
Lump Sum. These signs shall be orange with black borders and meet the reflectorization
requirements of
"SHOULDER DROP-OFF" (W8-9a) signs shall be used when a difference in elevation, less
than four (4') feet from the traveled way, exceeds three (3") inches and is not protected by
First Use January 4 2000
- ,
Page 31 of 54
positive barrier protection. These warning signs shall be placed in advance of the drop-off.
For a continuous drop-off condition, the W8-9a) signs shall, as a minimum, be spaced in
accordance with the above requirements for "Low/soft shoulder" signs.
PROJECTS CONSISTING PRIMARILY OF ASPHALTIC CONCRETE RESURFACING
ITEMS:
"LOW/SOFT SHOULDER" signs shall be erected when a difference in elevation exceeds one
(1") inch but does not exceed three (3") inches between the travelway and any type of
shoulder unless the djfference in elevation is four (4') feet or greater from the edge of the
traveled way.
SHOULDER BUILDING INCLUDED IN THE CONTRACT: "Low/Soft Shoulder" signs shall be
erected as per the requirement of Standards 9102, 9106, and 9107. "Shoulder Drop-off"
signs (W8-9a) shall be erected as per the requirements of the MUTCD. These signs shall be
maintained until the conditions requiring their installation have been eliminated. The
Contractor shall remove all interim warning signs before final acceptance.
SHOULDER BUILDING NOT INCLUDED IN THE CONTRACT: The Department will furnish the
"Low/Soft Shoulder" signs, "Shoulder Drop-off" signs and the posts. The signs shall be
erected to meet the minimum requirements of, :'. '.' !..' : " :~ .'. The Contractor shall
include the cost of furnishing installation hardware (bolts, nuts, and washers), erection and
maintenance of the signs in the bid price for Traffic Control- Lump Sum. The Contractor
shall maintain the signs until final acceptance. The Department will remove the signs.
LAU/LAR PROJECTS SHOULDER BUILDING NOT INCLUDED IN THE CONTRACT: The
Contractor will furnish, install and maintain LOW/SOFT SHOULDER signs (yellow with black
borders, ASTM Type III or IV) at the appropriate spacing, until Final Acceptance of the
project by the Department. After Final Acceptance by the Department the signs will become
the property and responsibility of the local government.
M. BUMP SIGNAGE:
MULTI-LANE DIVIDED HIGHWAYS: A bump sign (W8-1) shall be utilized when a transverse
joint in the pavement structure has a vertical difference in elevation of three quarters (3/4")
of an inch or greater in depth with no horizontal taper to ramp the traffic from one elevation
to the other. This condition typically occurs at approach slabs during pavement milling
operations and at transverse joints in asphaltic pavement lifts.
TWO-LANE TWO-WAY HIGHWAYS: A bump sign (W8-l) shall be utilized when a transverse
. joint in the pavement structure has a vertical difference in elevation that exceeds one and
three quarters (1-3/4") inches in depth with no horizontal taper to ramp the traffic from one
elevation to the other. This includes utility and storm drainage repairs that require concrete
placement for patching and/or steel plating.
The (W8-1) sign shalf be placed sufficiently in advance to warn the motorist of the condition.
150.04 PAVEMENT MARKINGS
A. GENERAL
Full pattern pavement markings in accordance with Section 652 and in conformance with
First Use January 4,2000
Page 32 of 54
Section 3A and 38, except 3B.02~ of the MUTeD are required on all courses before the
roadway is opened to traffic. No passing zones shall be marked to conform to (;U!1.;",:tic'lf
" . 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.
1. Resurfacing Projects
Pavement markings shall be provided on all surfaces that are placed over existing
markings. Interim and final markings shall conform in type and location to the markings
that existed prior to resurfacing unless changes or additions are noted in the Contract.
The replacement of parking spaces will not be required unless a specific item or note has
been included in the Contract. Any work to make additions to the markings that existed
prior to resurfacing is to be considered as extra work,
2. Widening And Reconstruction Projects
If the lane configuration is "altered from the preconstruction layout then pavement
markings will be as required by the plans or the Engineer.
3. New Location 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 or as
shown in plans 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. INSTALLATION AND REMOVAL OF PAVEMENT MARKINGS:
INSTALLATION: All pavement markings, both interim and permanent, shalf be applied to a
clean surface. The Contractor shall furnish the layout and preline the roadway surface for
the placement of pavement markings applied as part of the temporary traffic control plan.
All interim marking tape and RPM's on the final surface shall be removed prior to the
placement of the final markings.
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 of the work,
REMOVAL: Markings no longer applicable shall be removed in accordance with Subsection
656.2.
THE ELIMINATION OF CONFLICTING PAVEMENT MARKINGS BY OVERPAINTING WITH
PAINT OR LIQUID ASPHALT IS NOT ACCEPTABLE.
INTERMEDIATE SURFACE: Interim markings shall be removed by methods that will cause
minimal damage to the pavement surface while also ensuring that traveling public will not be
confused or misdirected by any residual markings remaining on the intermediate surface.
FirstUseJanuary 4,2000
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The use of approved black-out tape and black-out paint may be permitted on some interim
surfaces, provided the results are satisfactory to the Engineer. .
FINAL SURFACE: No interim paint or thermoplastic markings will be permitted on any final
surface unless the interim markings are in alignment with the location of the permanent
markings and the interim marking will not interfere or adversely affect placement of the
permanent markings. The proposed method of removal for layout errors that require
markings to be removed from the final surface shall have the prior approval of the Engineer.
Any damage to the final pavement surface caused by the pavement marking remova I
process shall be repaired at the Contractor's expense by methods acceptable and approved
by the Engineer. Subsection 400.3.06.C shall apply when corrective measures are required.
The use of black-out tape or black-out paint will not be permitted to correct layout errors on
any final surface.
Traffic shifts that are done on the final surface shall be accomplished using interim traffic
marking tape that can be removed without any blemishing of the final surface. Interim
traffic marking tape shall be used on any of the following final surfaces; asphaltic concrete,
Portland cement concrete, and bridge deck surfaces. Exceptions to the r~uirements for
interim traffic marking tape' shall have the written prior approval of the Engineer before the
application of any other method is permitted.
PAY FACTOR REDUCTION FOR ASPHALTIC CONCRETE FINAL SURFACES: When the
correction of an error in the layout of the final pavement markings requires the final surface
to be grounded, blemished, scarred, or polished the pay factor shall be reduced to 0.95 for
the entire surface area of the final topping that has a blemish, polished or a scarred surface.
The reduced pay factor shall not be confined to only the width and length of the stripe or
the dimensions of the blemished areas, the whole roadway surface shall have the reduced
pay factor applied. The area of the reduced pay factor shall be determined by the total
length and the total width of the roadway affected. If the affected area is not corrected, the
reduction in pay shall be deducted from the final payment for the topping layer of asphaltic
concrete. The Engineer shall make the final determination whether correction or a reduced
pay factor is acceptable.
The eradication of pavement markings on intermediate and final concrete surfaces shall be
accomplished by a method that does not grind, polish, or blemish the surface of the
concrete. The method used for the removal of the interim markings shall not spall chip the
joints in the concrete and shall not damage the sealant in the joints. Any joint or sealant
repairs shall be included in the bid price for Traffic Control-Lump Sum. The proposed
method of removal shall have the prior approval of the Engineer.
Failure to promptly remove conflicting .or non-applicable pavement markings shall be
considered as non-performance under
PREPARATION AND PLANNING FOR TRAFFIC SHIFTS: When shifting of traffic necessitates
removal of centerline, lane Iinesr 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.
Interim traffic marking tape shall be used as a temporary substitute for the traffic markings
being removed.
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.
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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 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 656.2.
D. RAISED PAVEMENT MARKERS
Raised pavement markers (RPMs) are required as listed below for all asphaltic concrete
pavements before the roadway is open to traffic. On the final surface, RPM's shall be placed
according to the timeframes specified in 150.04 E. for full pattern pavement markings except
Interstate Highways where RPM's shall be placed and/or maintained when 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.
Raised pavement markers are not allowed on the right edge lines under any situation.
1. Interstate Highways
Retro-reflective raised pavement markers (RPM's) shall be placed and/or maintained on
intermediate pavements surfaces on all interstate highways that are open to traffic. This
includes all resurfacing projects along with widening and reconstruction projects. The
spacing and placement shall be as required for MULTI-LANE DIVIDED HIGHWAYS.
2. Multi-Lane Divided Highways
Retro-reflective raised pavement markers (RPMs) shall be placed and/or maintained on
intermediate pavement surfaces on all multi-lane divided highways that are opened to
traffic when these roadways are being widened or reconstructed. Two lane-two way
roadways that are being widened to a multi-lane facility, whether divided or undivided,
are included in this provision. Projects consisting primarily of asphalt resurfaCing items
or shoulder widening items are excluded from this requirement. The RPMs shall be
placed as follows:
a. SUPPLEMENTING LANE LINES
80 foot center 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
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20 foot centers, two each, placed side by side.
c. OTHER LINES
As shown on the plans or directed by the Engineer.
3. Other Highways
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.)
E. EXCEPTIONS 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. Two-Lane, Two-Way Roadways
a. SKIP LINES
All interim skip (broken) stripe shall conform to Section 652 except that stripes shall
be at least two feet long with a maximum gap of 38 feet. On curves greater than six
degrees, a one-foot stripe with a maximum gap of 19 feet shall be used. In lane
shift areas solid lines will be required. Interim skip lines shall be replaced with
markings in full compliance with Section 652 prior to expiration of the 14 calendar
day period.
Interim raised pavement markers may be substituted for the interim skip (broken)
stripes. If raised pavement markers are substituted for the two foot interim skip
stripe, three markers spaced at equal intervals over a two 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 shall be
approved by the Office of Materials and Research but in no case will the markers be
attached by the use of nails. Flexible reflective markers, Type 14 or Type 15, may
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be used for a maximum of fourteen (14) calendar days as an interim marker. Any
flexible reflective markers in use shall be from the qualified products list (QPL).
The interim raised pavement markers shall be maintained until the full pattern
pavement markings are applied. At the time full pattern 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 ZONES-TWO-LANE, TWO-WAY ROADWAYS
Passing zones shall be re-established in the locations existing prior to resurfacing.
No changes to the location of passing zones shall be done without the written
approval of the Engineer. For periods not to exceed three calendar days where
interim skip centerlines are in place, no-passing zones shall 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 '/2 mile within each no-passing zone. A
post or portable mounted PASS WITH CARE regulatory sign (R4-1 24" 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 shall conform to the requirements of
the MUTCD and shall be NCHRP 350 compliant. Portable signs shall be secured in
such a manner to prevent misalignment and minimize the possibility of being blown
over by weather conditions or traffic.
On new location projects and on projects where either horizontal or vertical
alignments has been modified, the location of No-Passing Zones will be identified by
the Engineer.
c. EDGELINES
1) Bituminous Surface Treatment Paving
Edgelines 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
transitions, lane shifts, and in such other areas as determined by the Engineer.
On the final surface, edgelines shall 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 shall be placed within 14 calendar days of the
time that the surface was placed.
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) Centerlines and No-Passing Barrier-Full Pattern centerlines and no-passing
barriers shaH be restored before opening to traffic.
2) Lanelines- Interim skip (broken) stripe as described in
may be used for periods not to exceed three calendar days. Skiplines are not
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permitted in lane shift areas. Solid lines shall be used.
3) Edgelines- Edgelines shall be placed on intermediate and final surfaces within
three calendar days of obliteration.
b. DIVIDED HIGHWAYS (GRASS OR RAISED MEDIAN)
1) LaneJines- Full pattern skip stripe shall be restored before opening to traffic. Ski p
lines are not permitted in lane shift areas. Solid lines shall be required.
2) Centerline/Edgeline- Solid lines shall be placed on intermediate and final surfaces
within three calendar days of obliteration.
3. Limited Access Roadways And Roadways With Paved Shoulders Greater Than
Four Feet
a. Same as .
except as noted in (b) below.
b. EDGELINES-
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.
4. Ramps For Multi-Lane Divided Highways
A minimum of one solid line edge stripe shall be placed on any intermediate surface of a
ramp prior to opening the ramp to traffic. The other edge stripe may be omitted for a
maximum period of three (3) calendar days on an intermediate surface. Appropriate
channelization devices shall be spaced at a maximum of twenty-five (25') feet intervals
until the other stripe has been installed.
The final surface shall have both stripes placed prior to opening the ramp to traffic.
5. MISCELLANEOUS PAVEMENT MARKINGS:
FINAL SURFACE: School zones, railroads, stop bars, symbols, words and other similar
markings shall be placed on final surfaces conforming to Section 652 within fourteen
(14) calendar days of completion of the final surface. Final markings shall conform to
the type of pay item in the plans. When no pay item exists in the plans the final
markings shall conform to Section 652 for painted markings.
INTERMEDIATE SURFACE: Intermediate surfaces that will be in use for more than forty~
five (45) calendar days shall have the miscellaneous pavement markings installed to
conform to the requirement of Section 652. Under Subsection 150.11, Special
Conditions, or as directed by the Engineer these markings may be eliminated.
F. MOBILE OPERATIONS
When pavement markings (centerlines, lane lines, and edgelines) are applied in a continuous
operation by moving vehicles and equipment, the following minimum equipment and
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warning devices shall be required. These devices and equipment are in addition to the
minimum requirements of the MUTCD.
1. All Roadways
All vehicles shall be equipped with the official slow moving vehicle symbol sign. All
vehicles shall have a minimum of two flashing or rotating beacons visible. in all
directions. All protection vehicles shall have an arrow panel mounted on the rear. All
vehicles requiring an arrow panel shall have, as a minimum, a Type B panel. All vehicle
mounted signs shall be mounted with the bottom of the sign a minimum height of forty~
eight inches (48") above the pavement. All sign legends shall be covered or removed
from view when work is not in progress.
2. Two-Lane Two-Way Roadways
a. Lead Vehicles
The lead vehicle may be a separate vehicle or the work vehicle applying the
pavement markings may be used as the lead vehicle. The lead vehicle shall have an
arrow panel mounted so that the panel is easily visible to oncoming (approaching)
traffic. The arrow panel should typically operate in the caution mode.
. b. Work Vehicles
The work vehicle(s) applying markings shall have an arrow panel mounted on the
rear. The arrow panel should typically operate in the caution mode. The work
vehicle placing cones shall follow directly behind the work vehicle applying the
markings.
c. Protection Vehicles
A protection vehicle may follow the cone work vehicle when the cones are being
placed and may follow when the cones are being removed.
3. MULTI-LANE ROADWAYS
A lead vehicle may be used but is not required. The work vehicle placing cones shall
follow directly behind the work vehicle applying the markings. A protection vehicle that
does not function as a work vehicle should follow the cone work vehicle when traffic
cones are being placed. A protection vehicle should follow the cone work vehicle when
the cones are being removed from the roadway. Protection vehicles shall display a sign
on the rear of the vehicle with the legend PASS ON LEFT(RIGHT).
INTERSTATES AND LIMITED ACCESS ROADWAYS: A protection vehicle shall follow the
last work vehicle at all times and shall be equipped with a truck mounted attenuator
that is certified for impacts not less than 62 mph in accordance with NCHRP350 Test
Level Three (3).
150.05 CHANNELIZATION
A. GENERAL
Channelization shall clearly delineate the travelway 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.
All Channelization Devices utilized on any project shall be NCHRP 350 compliant. Any device
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used on the Work shall be from the Qualified Products List. All devices utilized on the work
shall have a decal, logo, or manufacturer's stamping that clearly identifies the device as
NCHRP 350 compliant. The Contractor may be required to furnish certification from the
Manufacturer for any device to prove NCHRP 350 compliance.
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 ' '.' '. The upper edge of the top
reflectorized stripe on the drum shall be located a minimum of 33 inches above
the surface of the roadway. A minimum drum diameter of 18 inches shall be
maintained for a minimum of 34 inches above the roadway.
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.
3) TRANSITION TAPERS FOR LANE CLOSURES: Drums shall be used on all
transition tapers. The minimum length for a merging taper for a lane closure on
the travelway shall be as shown in Table 150-1:
TABLE 150-1
Posted Lane lane Lane Lane Maximum Drum
Speed Width Width Width Width Spacing in Tapers,
Limit, MPH 9 Feet 10 Feet 11 Feet 12 Feet (Feet)
Minimum Taper Length (L) in Feet
20 60 70 75 80 20
25 95 105 115 125 25
30 135 150 165 180 30
35 185 205 225 245 35
40 240 270 295 320 40
45 405 450 495 540 45
50 450 500 550 600 50
55 495 550 605 660 55
60 S40 600 660 720 60
65 585 650 715 780 65
70 630 700 770 840 70
7S 675 750 825 900 7S
If site conditions require a longer taper then the taper shall be lengthened to fit
particular individual situations.
(2) For healed sections no steeper than 4: 1 as shown in
, I
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The length of shifting tapers should be at least 1/2 L.
The length of a closed lane or lanes, excluding the transition taper(s), shall be
limited to a total of two (2) miles. Prior approval must be obtained. from the
Engineer before this length can be increased.
Night time conditions: When a merge taper exists into the night all drums
located in the taper shall have, for the length of the taper only, a six (6") inch
fluorescent orange (ASTM Type VI, VII, VIII, IX or X) reflectorized top stripe on
each drum. The top six-inch stripe may be temporarily attached to the drum
while In use in a taper. All drums that have the six-inch top stripe permanently
attached shall not be used for any other conditions.
Multiple Lane Closures:
(a) A maximum of one lane at a time shall be closed with each merge taper.
(b) A minimum tangent length of 2 L shall be installed between each individual
lane closure taper.
4) LONGITUDINAL CHANNELIZATION: Drums shall be spaced as listed below for
various roadside work conditions except as modified by ... '. .!!'-;P : ::f)Jl;~-.
Spacing shall be used for situations meeting any of the conditions listed as
follows:
(a) 40 FOOT SPACING MAXIMUM
(1) For difference in elevation exceeding two inches.
(b) 80 FOOT SPACING MAXIMUM
(1) For difference in elevation of two inches or less.
(2) Flush areas where equipment or workers are within ten feet of the travel
lane.
(c) 200 FOOT SPACING MAXIMUM: Where equipment or workers are more than
ten feet from travel lane. Lateral offset clearance to be four feet from the
travel lane.
(1) For paved areas eight feet or greater in width that are paved flush with a
standard width travel lane.
(2) For disturbed shoulder areas not completed to typical section that are
flush to the travel lane and considered a usable shoulder.
REMOVAL OF DRUMS: Drums may be removed after shoulders are completed to
typical section and grassed. Guardrail and other safety devices shall be installed and
appropriate signs advising of conditions such as soft or low shoulder shall be posted
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before the drums are removed.
b. VERTICAL PANELS
1) DESGN: All vertical panels shall meet the minimum requirements of the MUTCD.
All vertical panels shall have a minimum of 270 square inches of retro-reflective
area facing the traffic and shall be mounted with the top of the reflective panel a
minimum of 36" above the roadway.
2) APPLICATION: Lane encroachment by the drum on the travelway should permit a
remaining lane width of ten 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 of 28 inches in height regardless of
application and shall meet the requirement of the MUTCD. RefJectorization may
be deleted from all cones.
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. Cones shall not be stored or
allowed to be visible on the worksite during nighttime hours.
d. BARRICADES
DESIGN: Type III barricades shall meet the minimum requirements of the
MUTCD and shall be reflectorized as required in ';: -..- : -;, .' ::. The
Contractor has the option of choosing Type III barricades from the Qualified
Products List or the Contractor may utilize generic barricades that are approved
by the Federal Highway Administration (FHWA). When barricades have been
specifically crash tested with signs attached, the contractor has the
responsibility to attach the signs as per the manufacturer's recommendations to
ensure crashworthiness. If signs are attached to generic barricades or to
barricades from the Qualified Products List (QPL) that have not been crash
tested with signs attached then the responsibility for crashworthiness and the
liability for mounting these signs to the barricades are assumed by the
Contractor and the Contractor shall certify that the barricades are crashworthy
under FHWA workzone guidelines for NCHRP 350 crashworthy compliance. Any
generic barricades used in the work shall be stamped or stenciled to show
compliance with NCHRP 350. The use of Type I and Type II barricades will not
be permitted.
1) APPLICATION: Type III barricades shall be placed as reqUired by the plans, the
Standards, and as directed by the Engineer. All signs mounted on barricades
shall be mounted to comply with the requirements of the MUTeD and NCHRP
350 Test Level III. NCHRP 350 crashworthy compliance may require that rigid
signs be mounted separate from the Type III barricade.
When a barricade is placed so that it is subject to side impact from a vehicle, a
drum shall be placed at the side of the barricade to add target value to the
barricade.
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e. WARNING LIGHTS:
1) DESIGN: All warning lights shall meet the requirements of the MUTeD.
2) APPLICATION
(a) Type A low~intensity flashing lights shall be used as shown in the Plans, the
Standards, a nd as directed by the Engineer. Flashing lights are not required
for advance warning signs in
. (b) Type C Steady-Burn lights shall be used as shown in the Plans, the
Standards, and as directed by the Engineer. Steady-burn lights are not
required on drums for merging tapers that exist into the night.
f. TEMPORARY BARRIERS
1) DESIGN: Temporary barriers shall meet the requirements of Sections 620.
2) APPLICATION: Temporary barriers shall be placed as required by the plans,
standards, and as directed by the Engineer. When Temporary 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 40 feet in the longitudinal section and 20
feet in the taper section and shall be mounted approximately two inches above
the barrier. If both lanes of a two-lane two-way roadway are within 20 feet or
less of the barrier then the reflectors shall be installed for both directions of
traffic.
The reflectors shaH be 100 square inches (ASTM Type VII or VIII) reflective
sheeting mounted on flat-sheet blanks. The reflectors shall be mounted
approximately two inches above the top of the barrier. The reflectors shall be
attached to the barrier with adhesive or by a drilled-in anchor type device. The
reflectors shall not be attached to a post or board that is placed between the gap
in the barrier sections.
Approach end of Temporary barrier shall be flared or protected by an impact
attenuator (crash cushion) or other approved treatment in accordance with
Construction Details/Standards 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., portable barrier shall
be used as a separator.
B. PORTABLE IMPACT ATTENUATORS:
1. DESCRIPTION
This work consists of the furnishing (including spare parts), installation, maintenance,
relocation, reuse as required, and removal of Portable Impact Attenuator Units/Arrays.
2. MATERIALS
Materials used in the Attenuator shall meet the requirements of Section 648 for Portable
Impact Attenuators.
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3. CONSTRUCTION
Portable Impact Attenuator Unit/Arrays installation shall conform to the requirements of
Section 648, Manufacturer's recommendations and Georgia Standard 4960 and shall be
installed at locations designated by the Engineer, and/or as shown on the plans.
C. TEMPORARY GUARDRAIL ANCHORAGE- Type 12:
1. DESCRIPTION .
This work consists of the furnishing, installation, maintenance and removal or Temporary
Guardrail Anchorage- Type 12 used for Portable Barrier or temporary guardrail end
treatment.
2. MATERIALS
Materials used in the Temporary Guardrail Anchorage- Type 12 shall meet. the
requirements of Subsection 641.2 of the 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 12 shall conform to the
requirements of the Plans, current Georgia Standards and Subsection 641.3 of the
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 DIFFERENCES IN ELEVATION BETWEEN TRAVEL LANES AND SHOULDERS (SEE
, FOR PROJECTS CONSISTING PRIMARILY OF ASPHALTIC
CONCRETE RESURFACING ITEMS)
Any type of work such as paving, grinding, trenching, or excavation that creates a difference in
elevation between travel lanes or between the travelway and the shoulder shall not begin until
the Contractor is prepared and able to continuously place the required typical section to within
two inches (2") of the existing pavement elevation. For any areas that the two inches minimum
difference in elevation cannot be accomplished the section shall be healed as shown in ~...:,. 'i'
..: . If crushed stone materials are used to provide a healed section no separate payment will
be made for the material used to heal any section. The Contractor may submit a plan to utilize
existing pay items for crushed stone provided the plan clearly demonstrates that the materials
used to heal an area will be incorporated into the work with minimal waste. Handling and
hauling of any crushed stone used to heal shall be kept to a minimum. The Engineer shall
determine if the crushed stone used to heal meets the specifications for gradation and quality .
when the material is placed in the final location.
A maximum of sixty (60) calendar days shall be allowed for conditions to exist that require any
section or segment of the roadway or ramp to continue to require a healed section as described
by Failure to meet this requirement shall be considered as non-performance of
Work under
When trenching or excavation for minor roadway or shoulder widening is required, all operations
at one site shall be completed to the level of the existing pavement in the same work day.
Any channelization devices utilized in the work shall conform to the requirements of .
and to the placement and spacing requirements in, , and. '
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: shown in this section.
Any construction activity that reduces the width of a travel lane shall require the use of a W-20
sign with the legend "LEFT/RIGHT LANE NARROWS". Two 24" x 24" red or red/orange flags
may be mounted above the W-20 sign. The W-20 sign shall be located on the side of the
travelway that has been reduced in width just off the travelway edge of pavement. The W-20
sign shall be a minimum of 500 feet in advance of any channelization devices that encroach on
the surface of travelway. A portable changeable message sign may be used in lieu of the W-20 .
sign.
GENERAL/TIME RESTRICTIONS:
A. STONE BASES, SOIL AGGREGATE BASE AND SOIL BASES
1. All Highways
Differences in elevation of more than two inches between surfaces carrying or adjacent to
traffic will not be allowed for more than a 24-hour period. A single length of excavated
area that does not exce.ed 1000 feet in total length may be left open as a startup area
for periods not to exceed 48 hours provided the Contractor can demonstrate the ability to
continuously excavate and backfill in a proficient manner. Prior approval of the Engineer
shall be obtained before any startup area may be allowed.
2. LIMITED ACCESS HIGHWAY RAMPS (INTERSTATES):
On projects that include ramp rehabilitation work, one ramp at a time may be excavated
for the entire length of the ramp from the gore point of the ramp with the interstate
mainline to the intersection with the crossing highway. This single ramp may remain
excavated with a vertical difference in elevation greater than two (2") inches for a
maximum of fourteen (14) calendar days with drums spaced at twenty (20') feet intervals
as shown in Detail 150-8 and a buffer space accepted under Section 150.06.F. After
fourteen (14) calendar days the section shall be healed as required for all other
highways. This area will be allowed in addition to the 1000 feet allowed for all other
highways. .
B. ASPHALT BASES, BINDERS AND TOPPINGS
1. DIFFERENCES IN ELEVATION BETWEEN THE SURFACES OF ADJACENT
TRAVELWAYS
Travel lanes shall be paved with a plan that minimizes any difference in elevation
between adjacent travel lanes. The following limitations will be required on all work:
a, Differences of two inches (2") or less may remain for a maximum period of fourteen
(14) calendar days.
b. Differences of greater than two inches (2") shall be permitted for continuous
operations only.
EMERGENCY SITUATIONS: Inclement weather, traffic accidents, and other events
beyond the control of the Contractor may prevent the work from being completed as
required above. The Contractor shall notify the Engineer in writing stating the
conditions and reasons that have prevented the Contractor from complying with the
time limitations. The Contractor shall also outline a plan detailing immediate steps to
complete the work. Failure to correct these conditions on the first calendar day that
conditions will allow corrective work shall be considered as non-performance of Work
under
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2. Differences in Elevation Between Asphalt Travelway and Paved Shoulders
Differences in elevation between the asphalt travel way and asphalt paved shoulders sha"
not be allowed to exist beyond the maximum durations outlined below for the conditions
shown in ,and .
Detail 150-6 conditions shall not be allowed for more than 24 hours. A single length that
does not exceed 1000 feet in total length may be left open for periods not to exceed 48
hours provided the Contractor can demonstrate the ability to continuously pave in a
proficient manner. Prior approval of the Engineer shall be obtained before any section is
allowed to exceed 24 hours. Any other disturbed shoulder areas shall be healed as in
conditions will not be allowed for more than 48 hours.
conditions will not be allowed for more than 30 calendar days.
conditions will not be allowed for more than 60 calendar days.
Failure to meet these requirements shall be considered as non-performance of Work
under .
C. PORTLAND CEMENT CONCRETE
Work adjacent to a Portland Cement Concrete traveled way which involves the following
types of base and shoulders shall be accomplished according to the time restrictions outlined
for each type of base or shoulder. Traffic control devices shall be in accordance with
1. Cement Stabilized Base
Work adjacent to the traveled way shall be healed as per :.':'-,:'i ~ C~:--', within forty-eight
(48) hours after the seven (7) calendar day curing period is complete for each section
placed. During the placement and curing period, traffic control shall be in accordance
2. Asphaltic Concrete Base
When an asphaltic concrete base is utilized in lieu of a cement stabilized base the
asphaltic concrete base shall be healed as per . within forty-eight (48) hours
after the placement of each section of asphaltic concrete base. For the first forty eight
hours traffic control shall be in compliance with .
3. Concrete Paved Shoulders
Concrete paved shoulders shall be placed within sixty (60) calendar days after the
removal of each section of existing shoulder regardless of the type of base materials
being placed on the shoulders. During the placement period, traffic control devices shall
be in accordance with the appropriate detail based on the depth of the change in
elevation. Differences in elevation of more than two inches between the travel way and
the shoulder will not be allowed for more than a 24-hour period. A single length of
excavated area that does not exceed 1000 feet in total length may be left open as a start
up area for periods not to exceed 48 hours provided the Contractor can demonstrate the
ability to continuously excavate and backfill in a proficient manner. Prior approval of the
Engineer shall be obtained before any startup area may be allowed. Any other disturbed
shoulder areas shall be healed as in
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4. Asphaltic Concrete Shoulders
A difference in elevation that meets the requirements of . .'; " ". shall not be
allowed to exist for a period greater than forty-eight (48) hours. After the removal of the
existing shoulder the section or segment of travelway may be healed with stone as per
for a maximum of fourteen (14) calendar days. Asphaltic concrete shoulders
shall be placed within two (2") inches or less of the traveled way surface within fourteen
(14) calendar days after the removal of the stone healed section or the removal of each
section of the existing shoulder. The two (2") inches or less difference in elevation shall
not remain in existence for a period that exceeds thirty (30) calendar days unless the
paved shoulder is utilized as a detour for the traveled way. During the placement period,
traffic control shall be in accordance with the appropriate detail based on the depth of
the change in elevation.
The Contractor may propose an alternate plan based on .. '. Failure to
meet the above requirements and time restrictions shall be considered as non-
performance of Work under
D. MISCELLANEOUS ELEVATION DIFFERENTIALS FOR EXCAVATIONS ADJACENT TO
THE TRAVELWAY
Drainage structures, utility facilities, or any other work which results in a difference in
elevation adjacent to the travelway shall be planned and coordinated to be performed in
such a manner to minimize the time traffic is exposed to this condition. The excavation
should be back filled to the minimum requirements of ...., :'.' _c. as soon as practical.
Stage construction such as plating or backfilling the incomplete work may be required.
The difference in elevation shall not be allowed to exist for more than five (5) calendar
days under any circumstances. Failure to correct this condition shall be considered as
non-performance of Work under .;.l .. .
E. CONDUIT INSTALLATION IN PAVED AND DIRT SHOULDERS
The installation of conduit and conduit systems along the shoulders of a traveled way
shall be planned and installed in a manner to minimize the length of time that traffic is
exposed to a difference in elevation condition. The following restrictions and limitations
shall apply:
1. Differences in Elevation of Two (2") Inches or Less
The shoulder may remain open when workers are not present. When workers are
present the shoulder shall be closed and the channelization devices shall meet the
requirements of . The difference in elevation on the shoulder shall
remain for a maximum period of fourteen (14) calendar days.
"2. Differences in Elevation Greater Than Two (2") Inches
The shoulder shall be closed. The shoulder closure shall not exceed twenty-four (24)
hours in duration unless the Special Conditions in Subsection 150.11 modifies this
restriction or the Engineer allows the work to be considered as a continuous operation.
Failure to meet these requirements shall be considered as non-performance of Work
under
F. MODIFICATIONS TO
AND
First Use January 4,2000
Page 47 of 54
The Contractor may propose any alternate temporary traffic control plan that utilizes a
portion of the travel lane as a "buffer space". This buffer space may allow for an enhanced
work area that will allow for the placement of materials to proceed at a pace that could not
be achieved with the time restriction requirements outlined in ." ". ":, t";; :", : .;:: f,.. :.:,
and . The Contractor may propose modified time restrictions based on the use of
the buffer space. Any proposed modifications in the time duration allowed for the
differences in elevations to exist shall be reviewed by the Engineer as a component of the
overall TTC plan. No modifications shall be made until the proposed plan is accepted by the
Engineer. The Engineer shall have no obligation to consider any proposal which results in an
increase in cost to the Department.
For the travel lane described in each of the " ,. and, . : it is
presumed that the pavement marking edgeline (yellow or white solid stripe) is located at the
very edge of the travel lane surface. A buffer space (temporary paved shoulder) that utilizes
a portion of the travel lane should be six (6') feet in width desirable but shall not be less
than four (4') feet in width. Any remaining trave/lane(s) shall not be less than ten (10') feet
in width.
If the proposed shifting of the traffic to obtain a buffer space and maintain a minimum travel
lane(s) of ten (10') feet requires the use of any existing paved shoulders then the cost of
maintenance and repair of the existing paved shoulder(s) shall be the responsibility of the
Contractor. The Contractor is responsible for the costs of maintenance and repairs even if
the existing paved shoulder(s) is to be removed in a later stage of the work. Existing
shoulders that have rumble strips shall have the rumble strips removed before the shoulder
can be utilized as part of the travel lane. The cost of the removal of the rumble strips shall
be done at no cost to the Department even if the shoulder is to be removed in a later stage
of the work.
Any modifications to the staging and time restrictions that are approved as part of the TTC
plan shall be agreed to in writing. Failure to meet these modifications shall be considered as
non-performance of the Work under
G. ASPHALTIC CONCRETE RESURFACING PROJECTS
SHOULDER CONSTRUCTION INCLUDED AS A PART OF THE CONTRACT: When the
placement of asphaltic concrete materials creates a difference in elevation greater than two
(2") inches between the earth shoulder (grassed or un-grassed) and the edge of travelway
or between the earth shoulder and a paved shoulder that is less than four (4') feet in width,
the Contractor shall place and maintain drums in accordance with the reqUirements of
Subsection lS0.05A.1.a.4). When the edge of the paved surface is tapered with a 30-45
degree wedge, drums may be spaced at 2.0 times the speed limit in MPH. Drums shall
remain in place and be maintained until the difference in elevation has been eliminated by
the placement of the appropriate shoulder materials.
SHOULDER CONSTRUCTION NOT INCLUDED AS A PART OF THE CONTRACT: When the
placement of asphaltic concrete materials creates a difference in elevation greater than two
(2") inches between the earth shoulder (grassed or un-grassed) and the edge of travelway
or between the earth shoulder and a paved shoulder that is less than four (4') feet in width,
the Contractor shall notify the Engineer, in writing, when the resurfaCing work including all
punchlist items has been completed.
See for the requirements for "LOW/SOFT SHOULDERS" and
"SHOULDER DROp.OFF' signage.
First Use January 4, 2000
Page 48 of 54
First Use January 4, 2000
Location of drums when Elevation Difference exceeds 4 inches. Drums spaced at 20 foot intervals. Note:
frthe travel way width is reduced to less than 10 feet by the LIse of drums, vertical panels shall be Llsed in
lieu of drums.
/
f
/
f-------::::::::::::::::::~
New Construction
Travel Lane
DETAIL 150-B
ELEVATION DIFFERENCE GREATER THAN 4 INCHES
Drums spaced at 40 foot intervals.
Location of drums when Elevation
Difference is 2+ inches to 4 inches.
6 inches :l::
i---------------------------~
-------------------------~
.j.
Travel Lane
.. ..
New Constl"Uction
.
.
ELEV A TION DIFFERENCE 2+ to 4 inches
DETAIL 150-(
Page 49 of 54
First Use January 4, 2000
Drums spaced al 80 foot intervals.
Page 50 of 54
Location of drums when Elevation
Difference is 2 inches or less.
4 feet :l:
r-------------------------I--
,__________________________
./.
'41 ..
New Consrl'llction
~
.
Travel Lane
ELEVATION DIFFERENCE OF 2 INCHES OR LESS
Compacted graded aggregate.
subbase material or dirt.
NO STEEPER THAN 4: I
=\
..
DETAIL 150-D
Location of drums immediately after
completion of healed sections spaced at 40
foot intervals.
TOP OF DRUM TO BE LEVEL
2 feet :!:
-------------------------1--
--------------------------
.1.
.. ..
New Construction
.
150.07
Travel Lane
.
HEALED SECTION
DETAIL 150-E
FLAGGING AND PILOT CARS:
First Use January 4, 2000
Page 51 of 54
A. FLAGGERS
Flaggers shall be provided as required to handle traffic, as specified in the Plans or Special
Provisions, and as required by the Engineer.
B. FLAGGER CERTIFICATION
All flaggers shall meet the requirements of the MUTCD and shall have received training and
a certificate upon completion of the training from one of the following organizations:
National Safety Council
Southern Safety ~ces
Construction Safe~nsultants
Ivey Consultants
American Traffic Safety Services Association (ATSSA)
Certifications from other agencies will be accepted only if their training program has been
approved by anyone of the organizations listed above. .
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 have proof of certification and valid identification (photo I.D.) available
any time they are performing flagger duties.
C. FLAGGER APPEARANCE AND EQUIPMENT
Flaggers shall wear high-visibility clothing in compliance with ., 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. The Stop/SlOW
paddle shall be retro-reflectorized for both day and night usage. In addition to the
Stop/Slow paddle, a f1agger may use a flag as an additional device to attract attention. This
flag shall meet the minimum requirements of the MUTCD. The flag shall, as a minimum, be
24" inches square and red or red/orange in color. For night work, the vest shall have
reflectorized stripes which meet the requirements of the MUTCD.
D. FLAGGE;R WARNING SIGNS
Signs for f1agger 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 of the presence of the flagger shall be placed beyond the paint
where traffic can reasonably be expected to stop under the most severe conditions for that
day's work.
E. PILOT VEHICLE REQUIREMENTS
Pilot vehicles will be required during placement of bituminous surface treatment or asphaltic
concrete on two-lane roadways unless otherwise specified. Pilot vehicles shall meet the
requirements of the MUTCD.
F. PORTABLE TEMPORARY TRAFFIC CONTROL SIGNALS
The Contractor may request, in writing, the substitution of portable temporary traffic control
$0
$100,000
$200
First Use January 4, 2000
Page 52 of 54
signals for f1aggers on two-Jane two-way roadways provided the temporary signals meets
the requirements of the MUTCD, Section 647, and.,.,'.:' " -" ;'~!."I:.I\. , As a part of this
request, the Contractor shall also submit an alternate temporary traffic control plan in the
event of a failure of the signals. Any alternate plan that requires the use of flaggers shall
include the use of certified f1aggers. The Contractor shall obtain the approval of the
Engineer before the use of any portable temporary traffic control signals will be permitted.
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) wjll 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 withbolding payment of monies due
to 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.
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 Including
Dally Charge
$100,000
$1,000,000
$500
$1.000,000
$5,000.000
$1.000
$5,000,000
$20.000,000
$1,500
$20.000,000
$40,000,000
$2.000
$40.000,000
$______*______
$3,000
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 of 25 (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 (less previous payments), not to exceed one hundred (100) percent.
When no payment item for Traffic Control-Lump Sum is shown in the Proposal, all of the
requirements of Section 150 and the Temporary 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.
First Use January 4, 2000
Page 53 of 54
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 signs, ground mount or overhead, complete, in
place, will be measured for payment per each. Payment will be made only one time
regardless 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.
C. TEMPORARY BARRIER
Temporary Barrier shall be measured as specified in Section 620.
D. CHANGEABLE MESSAGE SIGN, PORTABLE
Changeable Message Sign, Portable will be measured as specified in Section 632.
E. TEMPORARY GUARDRAIL ANCHORAGE, Type 12
Temporary Guardrail Anchorage- Type 12 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 Barrier. 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. PORTABLE IMPACT ATTENUATORS
Each Portable Impact Attenuator will be measured by the unit/array which shall include all
First Use January 4,2000
Page 54 of 54
material components, hardware, incidentals, labor, site preparation, and maintenance,
including spare parts recommended by the manufacturer for repairing 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.
I. PAVEMENT MARKINGS
Pavement markings will be measured as specified in Section 150.
150.10 PAYMENT:
When shown in the Schedule of Items in the Proposal, the following items will be paid
for separately.
Item No. 150. Traffic Control............................................................
Item No. 150. Traffic Control, Solid Traffic Stripe _ Inch; (Color)....
Item No. 150. Traffic Control, Skip Traffic Stripe _ Inch, (Color) ....
Item No. 150. Traffic Control, Solid Traffic Stripe,
Thermoplastic _ Inch, (Color) ..........................
Item No. 150. Traffic Control, Skip Traffic Stripe,
Thermoplastic _ Inch, (Color) ........................
Item No. 150. Traffic Control, Pavement Arrow with
Raised Reflectors ...... ............ ................. ...... ...... ....
Item No. 150. Traffic Control, Raised Pavement Markers-All Types.
Item No. 150. Interim Ground Mounted Special Guide Signs ........
Item No. 150. Interim Overhead Special Guide Signs ...................
Item No. 150. Remove & Reset Existing Special Guide Signs,
Ground Mount, Complete in Place ........................
Item No. 150. Remove & Reset, Existing Special Guide Signs,
Overhead, Complete in Place ...............................
Item No. 150. Traffic Control, Portable Impact Attenuator.............
Item No. 150. Traffic Control, Pavement Markers, Words
and Symbols ..................... ......... ........ ........ ...........
Item No. 150. Traffic Control, Pavement Arrow (Painted) with
Raised Reflectors ............ ......... ............. ......... ........
Item No. 150. Traffic Control, Workzone Law Enforcement...........
Item No. 150. Modify Special Guide Sign, Ground Mount..............
Item No. 150. Modify Special Guide Sign, Overhead.....................
Item No. 620. Temporary Barrier..................................................
Item No. 632. Changeable Message Sign, Portable ......................
Item No. 641. Temporary Guardrail Anchorage, Type 12 ............
Item No. 647. Traffic Signal Installation, Temp ............................
Item No. 647. Flashing Beacon Assembly, Structure Mounted .....
Item No. 647. Flashing Beacon Assembly, Cable Supported ........
Lump Sum
per Linear Mile
per Linear mile
per Linear Mile
per Linear Mile
per Each
per Each
per Square Foot
per Square Foot
per Each
per Each
per Each
per Square Foot
per Each
per Hour
per Square Foot
per Square Foot
per Lineal Foot
per Each
per Each
Lump Sum
per Each
per Each
REVISED MARCH 19.2004
AUGUSTA UTILITIES DEPARTMENT
WATER SYSTEM PROJECT. MEASUREMENT AND PAYMENT
WATER MAIN
ITEMS W-IA through W-3J - All piping line items shall be measured in linear feet and shall
include costs for piping and installation, trench excavation, trench box, dewatering. asphalt
cutting. normal joints and gaskets, normal backfill, pressure and leakage testing. pipe
sterilization, bacteriological testing, and flushing. No additional payment shall be made for
these items.
ITEM W-4 - Jack and bore line items shall be measured in linear feet and shall include costs
for casing piping, carrier piping. and installation, blasting, asphalt cutting, restrained joints
and gaskets, end seals, and normal backfill. No additional payment shall be made for these
items.
ITEM W-5 - Select backfill shall be measured in cubic yards and shall include costs for the
backfill and installation as well as all transportation and stockpiling charges. The volume of
material included shall be the actual measured lIin-place" volume. The maximum trench
width used to calculate the volume will be 7 feet. No additional payment shall be made for
these items.
ITEM W-6 - Miscellaneous pipe fittings and connections shall be measured in pounds and
include costs for all fittings and installation including normal joints and gaskets, mechanical
joint restraint, etc., regardless of material. No additional payment shall be made for these
items. .
ITEM W-7 - Transition couplings shall be measured individually (each) and shall include
costs for couplings, soil surf~ce preparation, connection to water main, excavation,
asphaltj concrete cutting, installation, normal backfill, and testing. No additional payment
shall be made for these items.
ITEM W-8 - Fire hydrants shall be measured individually (each) and shall include costs for
hydrants, soil surface preparation, connection to water main, all associated valves and
fittings, concrete pad (if required), excavation, asphaltj concrete cutting, installation, normal
backfill, and testing. No additional payment shall be made for these items.
ITEMS W-9A through W-12 a All valve line items shall be measured individually (each) and
shall include costs for valves, valve boxes/vaults, manholes, valve extensions, excavation,
dewatering, asphaltj concrete cutting, all associated fittings, installation, normal backfill,
and testing. No additional payment shall be made for these items.
REVISED MARCH 19. 2004
ITEM W-13 - Tapping sleeve and valves shall be measured individually (each) and shall
include costs for sleeve, valve, associated hardware, valve boxes, temporary
plugging/ draining of pipeline, excavation, dewatering, asphalt/ concrete cutting,
installation, normal backfill, and testing. No additional payment shall be made for these.
items.
ITEM W-14 - Check valves and vaults shall be measured individually (each) and shall
include costs for valves, valve boxes/vaults, manholes, valve extensions, excavation,
dewatering, asphalt! concrete cutting, all associated pipe and fittings, installation, normal
backfill, and testing. No additional payment shall be made for these items.
ITEM W-15 through W-16 - Long and short side water service connections shall be
measured individually (each) and shall include costs for piping, water meter connection,
dewatering, asphalt/concrete cutting (including service markings), installation, normal
backfill, and property restoration. This line item shall include the cost of reconnection of any
existing services, if required. No additional payment shall be made for these items.
ITEM W-17 - Polyethylene pipe wrap shall be measured in linear feet and shall include
costs for pipe wrap materials and installation. No additional payment shall be made for
these items.
ITEM W-18 - Tie.ins to existing lines shall be measured individually (each) and shall
include costs for piping, dewatering, asphalt/ concrete cuttin~ installation, normal ba<;kfiH,
and property restoration. No additional payment shall be made for these items.
ITEM W-19 - All cut-in gate valves shall be measured individually (each) and shaH include
costs for valves, valve boxes/vaults, manholes, valve extensions, excavation, dewatering,
asphalt/ concrete cutting, all associated fittings, installation, normal backfill, and testing. No
additional payment shall be made for this item.
ITEM W-20 - Cut and plug existing water line shall be measured individually and shall
include all costs associated with cutting into an existing line and plugging it as detailed in
the plans and specifications. No additional payment shall be made for this item.
ITEM W-21- Miscellaneous concrete shall be measured in cubic yards and shall include
costs for concrete, installation, excavation, dewatering, soil stabilization, pipe stabilization,
asphalt cutting, and normal backfill. No additional payment shall be made for these items.
PAVEMENT STRUCTURES
ITEM P-l - Asphalt overlay shall be measured in square yards and shall include costs for
asphalt materials and installation, temporary striping and permanent striping (replaced in
kind), and markers (both temporary and permanent). No additional payment shall be made
for these items.
ITEM P-2 - Aggregate base (10112" thick) and asphalt patch (2 W' thick) shall be measured in
square yards and shall include costs for all aggregates (regardless of type), 2 V2 " graded
aggregate base removal and disposal, bituminous tack coat, asphalt, installation, excavation,
striping (both temporary and permanent), and markers (both temporary and permanent).
The square yardage calculation shall be based upon a standard width of seven (7) feet for
payment purposes. No additional payment shall be made for these items.
REVISED MARCH 19,2004
ITEM P-3 - Asphalt pavement leveling shall be measured in tons and shall include costs for
all asphalt (regardless of type) used to create a level road surface prior to asphalt overlay as
authorized by the project representative. The payment shall be based upon confirmed
delivery tickets. No additional payment shall be made for these items.
ITEM P-4 - Milling shall be measured in square yards and shall include all materials, labor,
equipment, and material removal and disposal costs. No additional payment shall be made
for these items.
ITEMS P-5 through P-6 - Concrete sidewalk and driveways shall be measmed in square
yards and shall include costs for existing sidewalk removal and disposal, 3000 psi concrete,
installation, site preparation, formwork, and finishing. Existing concrete shall be removed to
the nearest joint as directed by the project representative. No additional payment shall be
made for these items.
ITEM P-7 - Asphalt driveway replacement shall be measured in square yards and shall
include costs for existing asphalt removal and disposal, asphalt, installation, site
preparation. Existing asphalt shall be removed to the nearest joint as directed by the project
representative. No additional payment shall be made for these items.
ITEM P-8 - Curb and/ or gutter placement shall be measured in linear feet and shall include
costs for existing curb and/or gutter removal and disposal, concrete, installation, site
preparation, formwork, and finishing. No additional payment shall be made for these items.
ITEM P-9 - Curb and gutter removal and replacement shall be measured in linear feet and
shall include costs for removal and disposal of existing concrete curb and gutter, concrete,
installation, site preparation, formwork, and finishing. No additional payment shall be
made for these items.
MISCELLANEOUS
ITEM M-l - Flowable fill shall be measured in cubic yards and shall include costs for all
materials, labor, equipment, and excess materials. No additional payment shall be made for
these items. .
ITEM M-2 - Rock excavation shall be measured in cubic yards and shall include costs for
blasting, labor, equipment, and material removal and disposal. No additional payment shall
be made for these items.
ITEM M-3 - Foundation backfill shall be measured in cubic yards and shall include costs for
the backfill and installation as well as all transportation and stockpiling charges. Quantities
shall be verified by trench volume calculation. No additional payment shall be made for
these items.
ITEM M-4 - Gearing and grubbing shall be measured in acres and shall include costs for
vegetation removal, stockpiling, disposal and any required permitting. No additional
payment shall be made for these items.
ITEM M-5 - Fence removal and replacement shall be measured in linear feet and shall
include all costs associated with removal and replacement of the existing fence with new
REVISED MARCH 19,2004
materials of like quality as necessary for water line installation. No additional payment
shall be made for these items.
LUMP SUM CONSTRUCTION
ITEM LS-l - Lump sum construction includes, but is not limited tQ, the items described in
the bid schedule. No separate or additional payment shall be made for these items.