HomeMy WebLinkAbout158-90 RESOLUTIONRESOLUTION NO. 158-90
A RESOLUTION AUTHORIZING A CONTRACT WITH JERRY
D. SWEETSER, INC. TOR PUMP STATION ROAD -STREET
IMPROVEMENTS PROJECT AND APPROVING A BUDGET
ADJUSTMENT FOR THE PROJECT.
BE IT RESOLVED BY THE BOARD OF DIRECTORS OF THE CITY OF
FAYETTEVILLE, ARKANSAS:
Section 1. That the Mayor and City Clerk are hereby
authorized and directed to execute a construction contract in the
amount of $301,939.65 with Jerry D Sweetser, Inc. for the Pump
Station Road -Street Improvements Project. A copy of the contract
authorized for execution hereby is attached hereto marked Exhibit
"A" and made a part hereof.
Section 2. The Board of Directors hereby approves a
budget -adjustment in the amount of $77,000.00 from the Sales Tax
Construction Fund to combine with the Economic Infrastructure Fund
and Capital Improvement Bond Issues funds set aside for this
project. A copy of the budget adjustment authorized for execution
is attached hereto marked Exhibit "B" and made a part hereof.
PASSED AND APPROVED this 16th day of October , 1990.
ATTE8t.,
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APPROVED:
By:
Mayor
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DEPARTMENT
BUDGET YEAR
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PROJECT OR ITEM REQUESTED
THIS INCREASE:
JUSTIFICATION OF
OR ITEM DELETED
to off set the expense.
JUSTIFICATION OF THIS DECREASE
BUDGET OFFICE USE ONLY
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•
SPECIFICATIONS
FOR
STREET & STORM DRAINAGE CONSTRUCTION
Pump Station Road West
Pump Station Road East
Armstrong Avenue
Fayetteville, Arkansas
•
Job No. 90-147,
NORTHWEST ENGINEERS,
524 W. Sycamore
Fayetteville, Arkansas
September 1990
INC.
72703
NORTHWEST ENGINEERS, INC.
ADDENDUM NO. 1
September 13,1990
JOB NAME: Street Improvements, Fayetteville Industrial Park,
Fayetteville, Arkansas
JOB NO.: 90-147
DESCRIPTION OF CHANGE: The following shall be added to the
"Detailed Specifications" for the project:
15. WORK ON STATE HIGHWAY RIGHT-OF-WAY. The following shall
apply •to all work on State highway right-of-way:
a) All work shall be accomplished and Advane Warniiig
signs be placed in accordance with the current
edition of the Manual of Uniform Traffic Control
Devices.
b) Any dirt, mud, or debris spilled or tracked on
roadway will be immediately removed.
c) The Contractor shall assume full responsibility for
observing and complying with all federal, state and
local laws or ordinances.
d) The Contractor shall assume full responsibility for
the maintenance of construction.
e) The Contractor shall assume full liability for the
work and hold harmless the Arkansas State Highway and
Transportation Department in all respects. ,
--Se-kterribert:13 t990
Nort west Engineer
RECEIPT ACKNOWLEDGED:
DATE: 411211q0
Inc.
b-SwerErrscre,
Contractor 0042
MEW-
as"
NORTHWEST ENGINEERS, INC.
ADDENDUM NO. .2
September 19, 1990
JOB NAME: Street Improvements, Fayetteville Industrial Park,
Fayetteville, Arkansas
JOB No. 90-147
DESCRIPTION OF CHANGE: On Sheet No. 3 of the plans for the
project (Standard Details) the Standard Curb Detail for
Concrete Street indicates a 7 1/2" pavement thickness by
dimension and a 7" pavement thickness by note. The detail
has been revised to reflect a 7 1/2" concrete pavement
section fox the project as shown attached.
Recom ended: September 19, 1990
fAildr-;
Nort west Engineers Inc.
RECEIPT ACKNOWLEDGED: Tc7p.ove b.cuoiblgvrive,.4:-4vc.
ContractoroL.4:-...
DATE: 91/190
sons . .•••••••.
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ADVERTISEMENT FOR BIDS
PROJECT NO.
OWNER: CITY OF FAYETTEVILLE
Sealed bids for street and storn. drainage construction
in the Fayetteville Industrial Park will be received at the
office of the City Engineer of the City of Fayetteville, 113
W. Mountain Street,. Fayetteville, Arkansas, until 2:00 P.M.,
local time on September 21, 1990, at which time the bids will
be opened and read aloud.
1. Street and storm drainage improvements to Pump
S tation Road east of State Highway 156 (Morningside
Drive), approximately 1200 linear feet.
2. Street and storm drainaye improvements to Pump
S tation Road east -of Armstrong Avenue, approximately
1300 linear feet.
Addition of a turning lane to Armstrony Avenue at
the State Highway 16 intersection.
The Information for •Bidders, Form of Bid, Form of
Contract, Plans, Specifications, Forms of Bid Bond and other
contract documents may be examined at the office of Northwest
Enyineers, Inc., 524 West Sycamore Street, Fayetteville,
Arkansas.
Copies may be obtained at the office of Northwest
Engineers, Inc:, located at -524 West Sycamore Street,
Fayetteville, Arkansas, upon payment of $35.00 for each set,
which is not refundable.
The Owner reserves the right to waive any informalities
or to reject any or all bids.
No bidder may withdraw his bid within 30 days after the
actual date of'the opening thereof.
•
,INSTRUCTION -TO BIDDERS
. .
• The City of Fayetteville, Arkandas, invites bids on the
• form attached hereto, all blanks: of which must be ap-
• propriately filled in. The Owner may consider informal
• any bid not prepared and submitted in accordance with
the provisions hereof and may waive any informalities or
reject' any and all bids'. Any bi'id received after the
time and date specified shall not be considered.
;
2 Each bid must be submitted in a sealed envelope bearing
on the outside the name of the bidder, his address, and
the name of the project for which the bid is submitted.
If forwarded by mail, the sealed envelope containing the
bid must be enclosed in another envelope addressed as
specified in the bid form.
3 Each bid must be accompanied by cash, certified check of
the bidder, or a bid bond duly executed by the bidder as
principal and having as surety thereon a surety company
approved by the Owner, in the amount of 5% of the bid.
Such cash, checks or bid bonds will be returned to all
except the three lowest bidders within three days after
the opening of bids, and the remaining cash, checks or
bid bonds will be returned promptly after the Owner and
the accepted bidder have executed the Contract, or if no
award has been made within 30 days after the date of the
opening of bids, upon demand of the bidder at any time
• thereafter, so long as he has not been notified of the
acceptance of his bid.
4. The successful bidder, upon his failure or refusal to
execute and deliver the contract and bonds required
within 10 days after he has received notice of the
acceptance of his bid, shall forfeit to the Owner, as
liquidated damages for such failure or refusal, the
security deposited with his bid.,
5. Each bidder must inform himself fully of the conditions
relating to the construction of the project and the
employment of labor thereon. Failure to do so will
not relieve a successful bidder of his obligation to
furnish all material and labor necessary to carry out
the provisions of his contract.
6. Time is of the essence on this project. The attention
of the bidders is directed to the amount and terms for
liquidated damages incorporated into the contract.
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ITEM
NO.
PROPOSAL FOR%
STREET & STORM DRAINAGE CONSTRUCTION
Pump Station Road West
Fayetteville, Arkansas
ITEM
EST.
QUANT.
UNIT
PRICE
EXTENDED
1 Clearing & Grubbing Lump Sum $34001-2Q /LS $ 340o"252
meet fl4Ojr4 StA gvniorictf) Thwafas /LS
Words
2 Earthwork Lump Sum $/611004'S /LS $ /40004212
sticreeN. rtitot6Aeol) DAC 4tAMOWD (--00-5 /LS
Words
3 Undercut 600 CY $ 5a/ CY $ 3300..°9
Ss_
PIALt) /CY
Words
4 18" CMP Culvert 26 LF* $ /8*° -9 /LF $ 41178M-2
GtfrEersi D—o Lt5...s; R.5 /LF
Words
5 21" CMP Culvert 52 LF $ 021-PQ9 /LF $ I V -1S
bk
wervr V. -cue PO wiso s /LF
Words
6 24" CMP Culvert 20 LF * $ 24-1•92 /LF $ tiE0-95
rweAry couQ TioLuiatt's /LF
Words
7 18" Flared End Section 1 EA* $ )50.02 , /EA $ )5D*0
0
-co'fl gunDatts L.VWDo,..L.pas /EA
•
Words
8 21" Flared End Section 1 EA $ /70.°° /EA $ /754°D
OrIC 14w.40 Res D. geod-.^.3brY cuilla.S IEA
Words
00
9 Standard Curb Inlets 4 EA $ /00046— /EA $ 44000 Sa
ONE ro-ousp,n40 bou-0.42S IEA
Words
IITEM ITEM EST. UNIT EXTENDED
NO. QUANT. PRICE
I10 Curb Inlet w/Extensions 1 EA $ 1700 99 /EA $ /100't9
.1 OiNe• 1ih005n4D 5E-oesv gor4ME-0 bowkae, /EA
Words
11 Demolition 1 EA $ 300'cla / EA $ 300
1 1-11-e% 14 C>4•4 ihice-) potA-A4 S /EA
\ Words
112 Traffic Control Lump Sum $ /600'12 /LS $
I orte n°1)9irg0 Five LtupthaeD DoudiRS /LS
Words
13 Seeding & Mulching 1.0 Acre $ 1.200.129 /AC $ 1 7.1Do.°4!
1 ofte 114005"^i 0 1-1A-)0 gikokkb Douiro_s /AC
Words
1 141 Standard Proctor Curves(Soil) 3 EA $ 7.`25-9 /EA $ 111m,
ii -TY S ENEN Pres4 A
00
e011:—NViltal... Crw& ""e-044 Dou5 /EA
1 1 Words
15 Modified Proctor Curves (Base) 1 EA .$ 0'cl) /EA $
1 sI)cry (.4 InlE 00Lt....9(e.5 /EA
Words
I 16 Soil Density Tests 21 EA $ /7.c9 /EA $ 357 °a
4 •
G4 %seri reEN Po "-AA S /EA
1 Words
co
17 Base Density Tests 15 EA • $ 176— /EA $ 255 422
1 5 clveN nen' 'Po LiaS /EA
Words
I18 Concrete Test Cylinders 30 EA $ )5' °S /EA $
V lc reot-N "00 wadi 5 /EA
1 Words
19 Concrete Curb & Gutter 3,450 LF $ -0- /LF $
1
Words
1
1
/LF
1
"ITEM ITEM
! NO.
IF0 SB -2 Under Curb & Gutter
EST. UNIT EXTENDED
QUANT. PRICE
3,450 LF $ -0- /LF c> -
/LF
Words
21 Street Section (Asphalt) 5,200 SY $ -0- /SY
/SY
Words
1[22 Driveways (Asphalt)
i
IF Words,
1
119A Integral Curb 3,450 LF $ XII? /LF $ 72.166e52
111mi420.0
-2/LF
1 fULDO DMAAAS PoNit) -1190
. Words
,
120A 2" Drainage Blanket 5,967 SY $ 05 /SY $ iii°39.11
.9t
Om& botAA,R PeNip i 00 '7 /SY
11 1 Words
21A Street Paving (Concrete) 5,967 SY $ !LOP /SY $ e443301
,
II cooKr‘Gr4 thx"."44, bt..k,
'..------
to
Words
195 SY --o - /SY
/SY
I'22A Driveways (Concrete) 195 SY$ /6.2-12 /SY $ 3120
Sisr‘‘14 boLcoras
Words
/SY
TOTAL, Items 1-22
Words
TOTAL, Items 1-18 and 19A -22A $ itii,(753.16
'
11 04( liomoD160 Pourer? 0146 tROuStiekip 1 fix 14404bA6b (Fry MAE& bou_Aliac A 411) To
Words
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"The Contractor agre co ete 11 work within *) working days.
MI
,Submitted by: 47
I
Or
IIDate: 912.1190
• PROPOSAL FOR.
. STREET & STORM DRAINAGE CONSTRUCTION
Pump Station Road East
Fayetteville, Arkansas
ITEM ITEM EST. UNIT EXTENDED
NO. QUANT. • PRICE
1 Clearing & Grubbing Lump Sum $ /500'119 /LS $
1,
CN e tliousmat Chtt elvmoiter, DotAmAs /LS
Words
Earthwork Lump Sum $ S8506129 /LS $ ei35e4
EIC -sr flkopns E ge.H.r Thivo,26.0 rim Dotuwei LS
Words
Undercut 600 CYa
$ Suewe /CY $ 3000
VIve DouAlas /CY
Words
18" CMP Culvert 111 LF .$ ies /LF $ 1116629
El cv-wrte u Wei& 5 /LF
Words
15" CMP Culvert 548 LF $ )5.69--9 /LF $ 82.2.0."
FicrteNt iThouworecs /LF
Words -
15" Flared End Section2 EA. $ Moe /EA $ a.00.
6.46 au AttARE-0bu %A./ \-k /EA
Words
Concrete Headwalls 2 EA $ 600'" /EA $
$14-.01.).4044kb bouLANAS /EA
Words 1
Curb Inlets 3 EA $ 1 00Cit9 /EA
6. tttoostrrab bet-Lee:Lc /EA $ 3000
ON °IS
Words
Seeding & Mulching 1.0 Acre $ 120010i /AC $ 19.00 419
0'46 1111-"Cerab N111.)0 4uNtiellrO DobUttatc /AC
Words '
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1
ITEM
NO,
10
ITEM
Traffic Control
OR ittA4t4() T4v& iivA1002450
Words' -
11 Standard Proctor Curves
c 'cry Ssut-/JboLvott, APV0
I . WOraS
EST,
QUANT.,
Lump Sum
ooLAA445 /LS'
12 Modified Proctor Curves (Base)
51 yrs, KINE bog-Lev...5
Words
13 Soil Density Tests
St -JEW -U/4 boLL,IRkS
Words
14 Base Density Tests
SEVArtehl boLimAc
Words
15 Concrete Test Cylinders
Icre.-crn‘t
Words
16 Concrete Curb & Gutter
17
18
Words
58-2 Under Curb & Gutter
Words
Street Section (Asphalt)
Words
19 Driveways (Asphaltr
Words
3 EA
/EA
1 EA
/EA
UNIT
PRICE
$15001c19 /LS
$ 7.(aC' /EA
$ 6,499 /EA
EXTENDED
$ /500*9-9
$ 112:
$
21 EA $17992 /EA $ 357.(12
/EA
15 EA
/EA
r7-2-9
$ /EA $ Awe
30 EA $15'-g
/EA
2,702 LF
/LF
2,702 LF
/LF
4,630 SY
/SY
/EA $ 1450.(29
- /LF
-o
/LF $ -6
/SY - 0
230 SY $ 0- /SY
/SY
ITEM
NO.
16A Integral
--hmo 'NuAPis ono / 00
Words
17A 2" Drainage Blanket
046 tou...4.12 •44.,) /00
Words
ITEM
Curb
..to
EST.
QUANT.
2,702 LF
18A Street Paving (Concrete)
/00
coastite74 10uAkc As -3o
Wbrds
19A Driveways (Concrete)
c%Ati.76-P4 %4Cot.t...Aken,
Words
LF,
5,230 SY
/SYt
5,230 SY
/SY
230 SY
/SY1
UNIT
PRICE
$ adis /LF
EXTENDED
TOTAL, Items 1-19
Words
•122
TOTAL, Items 1-15 and 16A -19A $ /2.5,14
bt4E 14vmotten 144 eNry •CivP. ntawittp :Two lionoteD Stx.TY SEVE-N bou-a25 PAD tge;
Words
The Contractor agr es to c mpteee(ati. work within.1S-working days.
Submitted by:
Date:
912-1190
on ractbr
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PROPOSAL FOR
STREET CONSTRUCTION
Armstrong Avenue
Fayetteville, Akkansas
ITEM
ITEM
EST.
PRICE
UNIT EXTENDED
IF NO. QUANT.
1 Earthwork Lump Sum $ 005 (2-2 /LS $ 6 6105.°12 -
Six rlicosiNNo Euebtrgonoget, FwE -Dt‘t.Al2.5 /Ls
Words
2 Topsoil Lump Sum $ /500.9-52 /LS $ /50(7`222
01.1e THoUSroND 1t04.• ttiotionED 100(441.4% /LS'
Words
3 Island Paving (6") 374 SY $ 1St'? 2
/SY $ 6732.2
E-1(0-4rett4 DotAge&S /SY
Words
4 Traffic Control Lump Sum $ ib0e2 /LS $ iSCOPg2
014C 1140ucvyy0 cnie (40,40440 btA.A.A01.5 /LS
Words
5 Street Striping Lump Sum $ 250495 /LS $ 2.5040-1?
two rIFTY 1/41°1-4-Nit5 /LS
Words
6 "Stop" Signs 1 EA $ )00°29 /EA $ 100-12
ONE 41/4)mpa4.p LtAssioa) /EA
Words
7 "Yield" Signs 1 EA $ /0019 /EA $ )00'92
ONt 4up40#2t1) tJou.-04.A.5 /EA
Words
8 "Do Not Enter" Signs 1 EA $ Wet!? /EA $ JDos°2
0.46 4014o4.(70 tlovatix 5 /EA
Words
9 Seeding & Mulching 0.45 Acres $1500.°0 /AC $
ONG 114-ouSirK)D nfl- 4voNIN4erb -Do usA c/ AC
Words
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1
1
1
1
1
1
ITEM
NO.
10
ITEM
Standard Proctor Curves
cicTwe
Severbotemada-S
Words
).•
11 Modified Proctor Curve (Base)
socrIP Niwc. DoLuctits
Words
12 Soil Density Tests
SeVt-yort6-14 bowe:).(LS
Words
13 Base Density Tests
1 56VeKattr4 bouLAiks
Words
14 Concrete Test Cylinders
free:6 bo its
Words
15 Concrete Curb & Gutter
1
1
1
1
1
1
1
1
Words
16 SB -2 Under Curb & Gutter
Words
• 17 Street Section (Asphalt)
Words
15A Integral Curb
UiO Po ‘4.4ntel s cstaon
Words
16A 2" Drainage Blanket
P'4D --Tao
Words
CME btAttaR
EST.
QUANT.
2 EA
/EA
1 EA
/EA
15 EA
9 EA
/EA
12 EA
/EA
1,005 LF
/LF
1,005 LF
/LF‘
643 SY
/SY
1,005 LF
/LF
866 SY
/SY
UNIT
PRICE
EXTENDED
$ 57*(1° /EA $ 114442-,
$ 4/•? -9 /EA $ 61•9-9
$ /7829 /EA $
$ I 7' °-9 IE A $ °Pr
$ )52.9 /EA $ )63e.226
.10
°C. /LF
$ /SY
o
$ A.11015S
$ aoz.-1°
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ITEM
NO.
ITEM
EST. UNIT
QUANT. PRICE
EXTENDED
50
17A Street Paving (Concrete) 866 SY $ )1-117-) /SY $ l2,1773
2.5.•
couttetisi .60A.Ak5 pe -41) 100 -----"--7/SY
Words
1-4 tare Pio& ttito usq D
TOTAL, Items 1-17
Words
TOTAL, Items 1-14, 15A, 16A, 17A $ 35,o1,3°
,..1%---
NiAltreeN boualas til4t, 100
Words
The Contractor agr es ..mp ete all work within,tg working days.
Submitted by: /
,X
Date:
,U/gf
Contractor
91004
a
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CONTRACT '
STATE OF ARKANSAS
COUNTY OF WASHINGTON '
THIS AGREEMENT made and entered'into on this /6 >cA--
day of 0 bkr(44A , 1990, by and between the City of
Fayetteville, Arkansas, hereinafter Called the OWNER, and
, hereinafter called the
CONTRACTOR.
WITNESSETH: That Whereas, the OWNER has called for bids
on street and storm drainage construction in a certain area
of Fayetteville, Arkansas as set out:in these Plans and
Specifications and,
WHEREAS, the CONTRACTOR has submitted the best bid for
the work set out in these Plans and Specifications,
NOW, THEREFORE, the CONTRACTOR agrees with the OWNER to
furnish all materials, labor, equipment, tools, supervision,
insurance, and other accessories and services necessary to
complete the work in accordance with the Plans and
Specifications for the unit and lump sum prices bid in the
Proposal, said Proposal being a part of this Contract.
The CONTRACTOR agrees to commence work on or before a
date to be specified in a written "Notice to Proceed" from
the OWNER and to fully complete the project within 40 working
days •thereafter. The CONTRACTOR also agrees to pay as
liquidated damages the sum of $300.00 for each consecutive
calendar day thereafter that is required to complete the
pro3ect, plus attorney's fees and an amount to be set by the
court, court costs, and all other costs of collection if said
liquidated damages are not paid to the OWNER within 10 days
of demand for payment by certified mail, return receipt
requested.
The OWNER agrees to pay the CONTRACTOR in current funds
for the performance of the Contract in accordance with the
accepted Proposal therefore, subject to additions and
deductions, as provided in the Standard and Detailed
Specifications, and to make payment on account there as
provided below:
As soon as is practicable after the first of each
calendar month, the OWNER will make partial payments to the
CONTRACTOR for work performed during the preceding calendar
month, based upon the Engineer's estimate of work completed,
said estimate being certified by the CONTRACTOR and accepted
by the OWNER. Upon completion of work and final acceptance
.
by the OWNER and Engineer, the Engineer shall issue a Final
Estimate of work done based upon the original Contract and
* A unit price proposal in the amount of $301,939.65
subsequent changes made and agreed upon, if any.
Time is hereby expressly declared to be of the essence
on this Contract, and the time of beginning, manner of
progress and time of completion of the work hereunder, shall
be, and are essential conditions hereof.
If the CONTRACTOR be delayed at any time in the progress
of .the work by any act or neglect of the OWNER or of his
employees, or by any other Contractor employed by the OWNER,
or by changes ordered in the work, or by strikes, lockouts,
fire, unusual delay in transportation, unavoidable casualties
or any causes beyond the CONTRACTOR'S 'control, or by delay
authorized by the Engineer pending arbitration, or by any
cause which the Engineer shall decide to justify the delay,
then the time of completion shall be extended for such
reasonable time as the Engineer may decide. Similarly,
should the CONTRACTOR be unable to complete the work due to
persistent inclement weather or because of delays in delivery
of necessary construction components, allowances shall be
made in the completion time. No such extension shall be made
for delay occurring more than seven days before claim
therefore is made in writing to the Engineer. In the case of
a continuing cause of delay, only one claim is necessary.
In the event the CONTRACTOR abandons the work hereunder
or fails, neglects or refuses to continue the work after ten
(10) days written notice, given CONTRACTOR by OWNER or by the
Engineer, then the OWNER shall have the option of declaring
this Contract at an •end, in which event, the OWNER shall not
be liable to the'CONTRACTOR for any work theretofore
performed hereunder, said OWNER may complete the said
Contract at his own expense, and maintain an action against
the CONTRACTOR for the actual cost of same.
The waiving of any one or more of the covenants of• this
Contract on the part of any party thereto shall be limited to
that particular instance, and shall not be deemed a waiver of
any other breaches or covenants at any time.
• In the event any part of this Contract is found to be
unenforceable for any reason, all other parts of this
Contract shall remain in full force and effect.
This Contract shall be binding upon the heirs,
representatives, successors, or assigns of the parties
hereto:
•
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IN WITNESS WHEREOF, the OWNER and CONTRICTOR;hiVe hereto
set their hands and seals, respectively. ‹:
lent -5S7
CGNR*QTQR
(WI
WITNESS
By:
Title:
• By:
Title:
eWa/31
WITNESS aitiizemk.
2
•
Z.141.
Piet ass ft4e#P4,7,73.4e.
•City of Fayetteville
OWNER
do•<- eztotC4-.
GliiudA2253
Eason & Co., Inc.
P.O. Box 4217
Fayetteville, AR 72702
INSURED
Jerry D. Sweetser, Inc.
590 West Poplar
Fayetteville, AR 72703
011040ffe44
0 0 0 0
113BD ;Ciag
SSUE DATE (MM/DDNY)
11/15/90
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS
NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,
EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
COMPANIES AFFORDING COVERAGE
COMPANY A
LE ER USF&G
COMPANY
LErrEF B
COMPANY c
LETTER
COMPANY D
LETTER
COMPANY E
LEITER
THIS IS TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUEDTO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.
NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY
BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS, AND CONDI-
TIONS OF SUCH POLICIES.
100 TYPE OF INSURANCE
LTR
GENERAL LIABIUTY
X COMPREHENSIVE FORM
PREMISES/OPERATIONS
UNDERGROUND
EXPLOSION & COLLAPSE HAZARD
PRODUCTS/COMPLETED OPERATIONS
- CONTRACTUAL
INDEPENDENT CONTRACTORS
- BROAD FORM PROPERPI DAMAGE
PERSONAL INJURY
AUTOMOBILE LIABILITY
x ANY AUTO
ALL OWNED AUTOS (PRIV. PASS.)
]-- A• LL OWNED AUTOS (9TREgSpTAHAN)
HIRED AUTOS
NON -OWNED AUTOS
G• ARAGE LIABILITY
EXCESS LIABILITY
UMBRELLA FORM
OTHER THAN UMBRELLA FORM
WORKERSCOMPENSATION
AND
EMPLOYERS' UABILITY
OTHER
POLICY NUMBER
POLICY EFFECTIVE POLICY EYABATION
DATE (MWDDIYY) DATE (MMJDO/YY)
1CP30001039200 10/30/90 10/30/91
1CP30001039200 10/30/90
1C230001039200
•
10/30/91
10/30/90 10/30/91
3902852909 10/30/90 10/30/91
DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/SPECIAL ITEMS
Re: Job #90-147
plait)
City of Fayetteville
113 W. Mountain
Fayetteville, AR 72701
ferilnel4RILlii ZI
LIABILITY LIMITS IN THOUSANDS
EACH
OCCURRENCE
BODILY
INJURY
PROPERTY
DAMAGE $
AGGREGATE
NAPO ti
COMBINED ws 1000 $ 2,000
PERSONAL INJURY $ 1,000
BODILY
PWRY
(PER PEBSR $
BOOILY
IFS =WM $
PROPERTY
DAMAGE $
BI & m
commeo $1,000
131 &PI]
COMBINED $2,000 $ 2,000
smumply
roo
ton
A nn
1
(EACH ACCIDENT)
(DISEASE -POLICY LIMIT)
(DISEASE -EACH EMPLOYEE)
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EX-
PIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO
MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR UABIUTY
OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES.
(9
AUTHORIZED REPRESENTATIVE-, .
/7/