HomeMy WebLinkAboutRES.2227.12-18-2006 t
BILL NO. 06-260 RESOLUTION NO. � �
A RESOLUTION AUTHORIZING THE CITY r1ANAGER TO
EXECUTE AN AGREEMENT WITH FRONABARGER
CONCRETERS, INC. , FOR THE BROADWAY PHASE II
IMPROVEMENTS, IN THE CITY OF CAPE GIRARDEAU,
MISSOURI
BE IT RESOLVED BY THE COUNCIL OF THE CITY OF CAPE
GIRARDEAU, MISSOURI, AS FOLLOWS :
ARTICLE 1 . The City Manager, for and on behalf of the City
of Cape Girardeau, Missouri, is hereby authorized to execute an
Agreement with Fronabarger Concreters, Inc . , for the Broadway
Phase II Improvements, in the City of Cape Girardeau, Missouri .
A copy of said Agreement is attached to this Resolution and made
a part hereof .
PASSED AND ADOPTED THIS �� DAY OF ���yYl� _, 20�_.
��� �����'�
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p � y B.y Knudtson, Mayor
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Gay e L Conrad, City Clerk
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CITY OF CAPE GIRARDEAU
BROADWAY PHASE 11 IMPROVEMENTS
Pavement Widening & Reconstruction at Clark Street,
and From Perry Avenue to Park Street
STANDARD FORM OF AGREEMENT
BETWEEN OWNER AND CONTRACTOR
ON THE BASIS OF A STIPULATED PRICE
THIS GREEMENT is dated as of the ��, day of � �,�v P in the year
200��y and between the City of Cape Girardeau, Missouri (herein fter called OWNER)
and F r o n a b a r 9 e r Go n c r e t e r s�hereinafter called CONTRACTOR).
Inc .
OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set
forth, agree as follows:
Article 1. WORK.
CONTRACTOR shall complete all Work as specified or indicated in the Contract
Documents. The Work is generally described as follows:
The work to be performed under these Contract Documents consists of...
Widening the pavement of Broadway at the intersection of Clark Street,
widening the pavement of Broadway from Perry Avenue to Park Street,
together with all related improvements as indicated in the project plans, and
the modification of the traffic signals at the intersections of Broadway and
Clark Street, Broadway and Perry Avenue, and Broadway and West End
Blvd., all in the City of Cape Girardeau, Missouri.
Article 2. ENGINEER.
The City Engineer or his designee is to act as OWNER'S representative, assume all duties
and responsibilities and have the rights and authority assigned to ENGINEER in the
Contract Documents in connection with completion of the Work in accordance with the
Contract Documents.
Article 3. CONTRACT TIMES.
3.1 The work requiring the closure of Broadway to all traffic between Perry Avenue and
West End Blvd shall be completed within Fiftv (50) calendar days after the date when
the Contract Times commence to run. All work will be substantially completed within
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Ninetv ( 90 ) calendar days after the date when the Contract Times commence
to run as provided in paragraph 2.3 of the General Conditions, and completed and ready
for final payment in accordance with paragraph 14.13 of the General Conditions within
One Hundred-Twentv ( 120 ) days.
3.2 Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the
essence of this Agreement and that OWNER will suffer financial loss if the Work is not
completed within the times specified in paragraph 3.1 above,plus any extensions thereof
allowed in accordance with Article 12 of the General Conditions. They also recognize the
delays, expense and difficulties involved in proving the actual loss suffered by OWNER if
the Work is not competed on time. Accordingly, instead of requiring any such proof,
OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as a
penalty) CONTRACTOR shall pay OWNER Three Thousand($3,000) dollars for each
� day that expires after the time specified in paragraph 3.1 for the opening of Broadway �
between Perry Avenue and West End Blvd. Additionally,the OWNER and CONTRACTOR
agree that as liquidated damages for delay(but not as a penalty)CONTRACTOR shall pay
OWNER Three Thousand ($3,000) dollars for each day that expires after the time
specified in paragraph .3.1 until the Work is substantially complete. After Substantial
Completion, if CONTRACTOR shall neglect, refuse or fail to complete the remaining Work
within the time specified in paragraph 3.1 for completion and readiness for final payment or
any proper extension thereof granted by OWNER, CONTRACTOR shall pay OWNER
Three Thousand ($3,000) dollars for each day that expires after the time specified
in paragraph 3.1 for completion and readiness for final payment:
Article 4. CONTRACT PRICE.
OWNER shall pay CONTRACTOR for completion of the Work in accordance with the
Contract Documents an amount in current funds equal to the sum of the amounts
determined pursuant to paragraphs 4.1 and 4.2 below:
4.2 for all Unit Price Work, an amount equal to the sum of the established unit price for
each separately identified item of Unit Price Work times the estimated quantity of that item
as indicated in the bidding documents.
One Million Four Hundr,ed Twenty-
STx Thousand Six Hundred Sixty-
TOTAL OF ALL UNIT PRICES: E i g h t a n d 3 6/ 1 0 0 (� �
( 51 , 426 , 668 . 36/ 100 )
As provided in paragraph 11.9 of the General Conditions estimated quantities are not
guaranteed, and determinations of actual quantities and classification are to be made by �
ENGINEER as provided in paragraph 9.10 of the General Conditions. Unit prices have
been computed as provided in paragraph 11.9.2 of the General Conditions.
Article 5. PAYMENT PROCEDURES.
CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the
General Conditions. Applications for Payment will be processed by ENGINEER as
provided in the General Conditions.
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5.1 Progress payments;Retainage. OWNER shall make progress payments on account
of the Contract Price on the basis of CONTRACTOR'S Application for Payment as
recommended by ENGINEER, on or about the 10th day of each month during construction
as provided in paragraphs 5.1.1 and 5.1.2 below. All such payments will be measured by
the schedule of values established in paragraph 2.9 of the General Conditions(and in the
case of Unit Price Work based on the number of units completed)or, in the event there is
no schedule of values, as provided in the General Requirements.
5.1.1 Prior to Substantial Completion,progress payments will be made in an amount equal
to the percentage indicated below, but, in each case, less the aggregate of payments
previously made and less such amounts as ENGINEER shall determine, or OWNER may
withhold, in accordance with paragraph 14.7 of the General Conditions.
90% of Work completed (with the balance being retainage). If Work has
been 50%completed as determined by ENGINEER,and if the character and
progress of the Work have been satisfactory to OWNER and ENGINEER,
OWNER, on recommendation of ENGINEER, may determine that as long as
the character and progress of the Work remain satisfactory to them, there
will be no additional retainage on account of Work completed, in which case,
the remaining progress payments prior to Substantial Completion will be an
amount equal to 100% of the Work completed.
90% (with the balance being retainage) o# materials and equipment not
incorporated in the Work(but delivered, suitably stored and accompanied by
documentations satisfactory to OWNER as provided in paragraph 14.2 of the
General Conditions).
5.1.2 Upon Substantial Completion, in an amount sufficient to increase total payments to
CONTRACTOR to 95%of the Contract Price(with the balance being retainage), less such
amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with
paragraph 14.7 of the General Conditions.
5.2 Final Payment. Upon final completion and acceptance of the Work in accordance with
paragraph 14.13 of the General Conditions, OWNER shall pay the remainder of the
Contract Price as recommended by ENGINEER as provided in said paragraph 14.13.
Article 6. INTEREST.
All moneys not paid when due as provided in Article 14 of the General Conditions shall
bear interest at the maximum rate allowed by law at the place of the Project.
Article 7. CONTRACTOR'S REPRESENTATIONS.
In order to induce OWNER to enter into the Agreement, CONTRACTOR makes the
following representations:
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7.1 CONTRACTOR has examined and carefully studied the Contract Documents
(including the Addenda listed in paragraph 8) and the other related data identified in the
Bidding Documents, including "technical data".
7.2 CONTRACTOR has visited the site and become familiar with and is satisfied as to the
general, local and site conditions that may affect cost, progress, performance and
fumishing of the Work.
7.3 CONTRACTOR is familiar with and is satisfied as to all federal, state and local Laws
and Regulations that may affect cost, progress, performance and furnishing of the Work.
7.4 CONTRACTOR has carefully studied all reports of explorations and tests of
subsurface conditions at or contiguous to the site and all drawings of physical conditions in
or relating to existing surface or subsurface structures at or contiguous to the site (except
Underground Facilities) which have been identified in the Supplementary Conditions as
provided in paragraph 4.2.1 of the General Conditions. CONTRACTOR accepts the
determination set forth in paragraph SC-4.2 of the Supplementary Conditions of the extent
of the"technical data" contained in such reports and drawings upon which GONTRACTOR
is entitled to rely as provided in paragraph 4.2 of the General conditions. CONTRACTOR
acknowledges that such reports and drawings are not Contract Documents and may not be
complete for CONTRACTOR'S purposes. CONTRACTOR acknowledges that OWNER
and ENGINEER do not assume responsibility for the accuracy or completeness of
information and data shown or indicated in the Contract Documents with respect #o
Underground Facilities at or contiguous to the site. CONTRACTOR has obtained and
carefully studied (or assumes responsibility for having done so) all such additional
supplementary examinations, investigations, explorations, tests, studies and data
concerning conditions(surface, subsurface and Underground Facilities)at or contiguous to
the site or otherwise which may affect cost, progress, performance or furnishing of the
Work or which relate to any aspect of the means, methods, techniques, sequences and
procedures of construction to be employed by CONTRACTOR and safety precautions and
programs incident thereto. CONTRACTOR does not consider that any additional
examinations, investigations, explorations, tests, studies or data are necessary for the
performance and furnishing of the Work at the Contract Price, within the Contract Times
and in accordance with the other terms and conditions of the Contract Documents.
7.5 CONTRACTOR is aware of the general nature of work to be performed by OWNER
and others at the site that relates to the Work as indicated in the Contract Documents.
7.6 CONTRACTOR has correlated the information known to CONTRACTOR, information
and observation obtained from visits to the site, reports and drawings identified in the
Contract documents and all additional examinations, investigations, explorations, tests,
studies and data with the Contract Documents.
7.7 CONTRACTOR has given ENGINEER written notice of all conflicts,errors,ambiguities
or discrepancies that CONTRACTOR has discovered in the Contract Documents and the
written resolution thereof by ENGINEER is acceptable ta CONTRACTOR, and the Contract
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Documents are generally sufficient to indicate and convey understanding of all terms and
conditions for performance and furnishing of the Work.
Article 8. CONTRACT DOCUMENTS.
The Contract Documents which comprise the entire agreement between OWNER and
CONTRACTOR concerning the Work consist of the following:
8.1 This Agreement(pages A�4 to A-7 inclusive).
8.2 Exhibits to this Agreement(pages BF- to BF- , inclusive).
8.3 Performance, Payment, and other�Bonds, identified as exhibits and consisting of
pages.
8.4 Notice to Proceed.
8.5 General Conditions (pages 1 to 55 , inclusive). (EJCDC No. 1910-8 1990 Edition)
8.6 Supplementary Conditions (pages SC-1 to SC-5 , inclusive).
8.7 Specifications bearing the title B r o a d w a y P h a s e I I I m p r,o v e m e n t s
8.8 Drawings.
8.9 Addenda numbers�to�, inclusive.
8.10 CONTRACTOR'S Bid (pages BF- � to BF� 2 , inclusive) marked exhibit A
8.11 Documentation submitted by CONTRACTOR prior to Notice of Award (pages_to
, inclusive).
8.12 The following which may be delivered or issued after the Effective Date of the
Agreement and are not attached hereto: All Written Amendments and other documents
amending, modifying or supplementing the Contract Documents pursuant to paragraphs
3.5 and 3.6 of the General Conditions.
The documents listed in paragraphs 8.2 et seq. above are attached to this Agreement
(except as expressly noted otherwise above).
There are no Contract Documents other than those listed above in the Article 8. The
Contract Documents may only be amended, modified or supplemented as provided in
paragraphs 3.5 and 3.6 of the General Conditions.
' Article 9. MISCELLANEOUS.
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9.1 Terms used in this Agreement which are defined in Article 1 of the General Conditions
will have the meanings indicated in the General Conditions.
9.2 No assignment by a party hereto of any rights under or interests in the Contract
Documents will be binding on another party hereto without the written consent ot the party
sought to be bound; and, specifically but without limitation, moneys that may become due
and moneys that are due may not be assigned without such consent(except to the extent
that the effect of this restriction may be limited by law), and unless specifically stated to the
contrary in any written consent to an assignment no assignment will release or discharge
the assignor from any duty or responsibility under the Contract Documents.
9.3 OWNER and CONTRACTOR each binds itself, its partners, successors,assigns and
legal representatives to the other party hereto, its partners,successors, assigns and legal
representatives in respect to all covenants, agreements and obligations contained in the
Contract Documents.
9.4 Any provision or part of the Contract Documents held to be void or unenforceable
under any Law or Regulation shall be deemed stricken, and all remaining provisions shall
continue to be valid and binding upon OWNER and CONTRACTOR, who agree that the
Contract Documents shall be reformed to replace such stricken provision or part thereof
with a valid and enforceable provision that comes as close as possible to expressing the
intention of the str�cken provision.
9.5 The General Contractor shall provide to the City of Cape Girardeau City Engineer's
Office weekly certified payrolls from the General Contractor and all Subcontractors during
the course of the project. These may be provided on a weekly basis or submitted monthly
with each pay request.
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IN WITNESS WHEREOF, OWNER and CONTRACTOR have signed the Agreement in
multiple copies, One counterpart each has been delivered to CONTRACTOR and
ENGINEER and two counterparts to the OWNER. All portions of the Contract Documents
have been signed, initialed or identified by OWNER and CONTRACTOR or identified by
ENGINEER on their behalf.
This Agreement will be effective on �A-ti�v�P��i l c� , 200�(which is the
Effective Date of the Agreement).
OWNER City of Cape Girardeau CONTRACTORF r o n a b a r q e r �o n c r e t e r,s , � n c .
Douqlas K. Leslie, Citv Manaqer G I e n n F r o n a h a r g q; P;r e s 1 d e n t
!
By; � y � B ., -
[CO ORATE SEAL] [C ORATE S L]
Attest � Attest
/+y�.C� �l c_.oa'.e..p� �1•
Address for giving notices Address for giving notices
401 Independence Street 3 2 9 0 s t a t e H W y E
Cape Girardeau, MO 63703 o a k R i d g e , M o 6 3 7 6 9
(If OWNER is a public body, attach License No.
evidence of authority to sign and
resolution or other documents Agent for service of process:
authorizing execution of Agreement.
(If CONTRACTOR is corporation,
-�'"`��` attach evidence of authority to sign.)
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BROADWAY PHASE U „ „ Nov.3,2006
EXHIBIT A
CITY OF CAPE GIRARDEAU
BROADWAY PHASE ll IMPROVEMENTS
Pavement Widening& Reconstruction at Clark Street,
and From Perry Avenue to Park Street .
BID FORM
(EJCDC 1910-18) (1990)
PROJECT IDENTIFICATION: The work to be performed under these Contract
. Documents consists of the construction of the following: Furnish and installation of all
requirements according to the improvement plans titled"Improvement Plans for Broadway
Phase II, Pavement Widenin.g and Reconstruction at Clark Street and From Perry Avenue
to Park Street; in the City of Cape Girardeau, Missouri", and also as described herein:
Removal of existing improvements, place and grade earthwork to bring the project to the
proposed final grade, install storm sewer improvements, install new concrete pavement for
street surfacing, drives, and sidewalks, install new traffic signal equipment and modify
existing traffic signal equipment, provide complete erosion control measures, preparation of
final grades and surfaces, and all other improvements as required for construction in
accordance with the improvement plans, located along Broadway from Perry Avenue to
Park Street, and all other related improvements indicated on the plans for the City of Cape
Girardeau, Missouri.
THIS BID IS SUBMITTED T�: CITY OF CAPE GIRARDEAU, MO
401 INDEPENDENCE STREET
CAPE GIRARDEAU, MO 63703
Koehler Engineering&
Land Surveying,Inc. Bid Form 00410-Page#1
BROADWAY PHASE II Nov.3,2006
the Bidding Documents with respect to Underground Facilities at or contiguous to the site.
BIDDER has obtained and carefully studied(or assumes responsibili#y for having done so)
all such additional or supplementary examinations, investigations, explorations, tests,
studies and data concerning conditions(surface,subsurface and Underground Facilities)at
or contiguous to the site or otherwise which may affect cost progress, performance or
furnishing of the Work or which relate to any aspect of the means, methods, techniques,
sequences and procedures of construction to be employed by BIDDER and safety
precautions and programs incident thereto. BIDDER does not consider that any additional
examinations, inv�stigations, explorations, tests, studies or tlata are necessary for the
determination of this Bid for performance and furnishing of tlie Work in accordance with the
times, price and other terms and conditions of the Contract Documents.
(e) BIDDER is aware of the general nature of Work to be performed by Owner and
others at the site that relates to Work for which this Bid is submitted as indicated in the
Contract Documents.
(f) BIDDER has correlated the information known to BIDDER, information and
obsenrations obtained from visits to the site, reports and drawings identified in the Contract
Documents and all additional examinations, investigations,explorations,tests,studies and
data with the Contract Documents.
(g) BIDDER has given Engineer written notice of all conflicts, errors, ambiguities or
discrepancies that BIDDER-has discovered in fhe Contract Documents and the written
resolution thereof by ENGINEER is acceptable to BI.DDER, and the Contract Documents
are generally sufficient to indicate and convey understanding of all terms and conditions for
perforrning and furnishing the Work for which this Bid is submitted.
(h) This Bid is genuine and not made in thE interest of or on behalf of any undisclosed
person, firm or corporation and is not submitted in conformity with any agr�ement or rules
of any group association, organization or corporation; BIDDER has not directly or indirectly
induced or solicited any other Bidder to submit a false or sham Bid; BIDDER has not
solicited or induced any person, firm or corporation to refrain from bidding; and BIDDER
has not sought by collusion to obtain for itself any advantage over any other Bidder or over
01NNER.
(I) (Any other representation required by La�rs and Regulations.)
4. BIDDER will complete the Work in accordance with the Contract Documents for the
following price(s):
Koehler Engineering&
Land Surveying,Inc. Bid Form 0041Q-Page#3
BROADWAY PHASE II , Nov.3;2006
UNIT PRICE SCHEDULE
BROADWAY IMPROVEMENTS FROM PERRY AVENUE TO PARK STREET
BROADWAY IMPROVEMENTS FROM PERRY AVENUE TO PARK ST.
Item Est
No. Item Descriptt�n Unit Quantity Unif Price Item Total �
1 General Contract Requirements(Mobilization,
Demobilization, etc.) LS 1 $�,�p�00$ �����-��
Removal of Ex. Improvements(excluding :
2 trees) LS 1 $� �CX)0.�� �4 400t��ao
� 3 Removal of Tree with Trunk<12" - EA 3 $ 1{sp,�o $ 135O,Oo
4 Removal of Tree with Trunk 12"to 18" EA 2 $ SpO,oo $ I�Ooc�.OQ
5 Removal of Tree with Trunk 18"to 24" EA 1 $ �pp,mo $ '�ma,o0
6 Removal of Tree with Trunk 24"to 30" EA 1 $ qp�,a o $ Q OO„O 0
7 Removal of Tree with Tr�nk 2 30" EA � � 9aa,oo .$ 9�,r�4
8 Temporary Erosion Control . LS 1 $��pp,tla $ ��Sf��,f�1i4
9 Compacted Fiil On Site CY 438 $ �{,pQ $ I��$�,DO
10 Excess Earth Removal � CY 2693 $ I 1,�p O $�q_(0�3,04
�1 Replace grate&curb box with concrete lid&
manhole access frame&lid(S-E12) EA . 1 $ �o pcp $ SOO [)O
12 Replace 6'dia:Junction Manholes (ID) EA 2 $��'�,00 $ ��3�HQp,Oa
13 6'dia.Junction Manhole over ex. Pipe EA 1 $ �.S�p,Qp$ o0_a�
14 Replace inlet curb box with plate(S-E16) EA 1 $ �4p.Q�$ y p,�o
15 Double inlet(2'x6' ID)with curb box EA 1 $ � ��� �Ap $, (�,Qd
16 Pipe Connection to existing inlet EA 1 $ �Qp,QQ$ 1�C�,t�61
17 Adjust existing grate(SE-13) EA 1 $ "�,p0 $ '�00,Do
18 Trench grate assembly(I-7) EA 1 $ '�,�qp,(10 $ '��$Q�,�O
19 Singl�Grated Inlet(2'x3' ID) &curb box EA 1 $ �,�$p.00$ (ti5_9D.cao
20 Single Grated Inlet(2'x4' ID)&curb box EA 1 $ ���.OU $ �tigta0•U8
21 Single Grated Inlet(2.5'x4' ID)&curb bQx EA 1 $ (�C3 $ � .
22 Single Grated Inlet(2.5'x3' ID)&curb box EA 3 $ Oo $ ..Clo
Single Grated Inlet(2.5'x3.5' ID)with curb
23 box EA 1 $ �,QQ,Qa $ }�po.o0
24 Single Grated Inlet(3'x3' ID) &curb box EA 1 $ �,R(�,Q� $ � m,o0
25 Single Grated Inlet(4'x4' ID)with Neenah R-
3246-AL&curb box EA 1 ��p0,lD8 $��5(k?.Oo
26 Single Grated Inlet(2.5'x3' ID)with Neenah
R-3246-AL&curb box SA 1 $=��,� $ ��,�d
27 R-3246-AL&curb box EA 2 $ �j,�a $ �,Oa
28 Remove Steel Pipe at Walk &connect pipe to �
new Inlet(I-4) EA 1 $ �0,�0 $ ln 5O.0�
29 15"Class III RCP LF 514 $ 3�,�Q $ ����O
30 18"Class III RCP LF 25.5 $ 0 00 $ a�
31 24" Class III RCP LF 160 $ �0 d4 $ 0� �
Koehler Engineering&
Land Surveying,Inc. Bid Form 00410-Page#4
, _
BROADWAY PHASE U Nov.3,2006
32 Headwail at end of 24" RCI'(P2) EA 1 � ' �(�yQ $�,ap
33 Rip-Rap SY 14 $ '�5.00 $ "35C1,��
34 Remove&Replace segmental retaining wall
at S.W.corner of Lacey SF 39 $ ��,p0 $ �,'��(,�0 0 .
35 Kidds Sign Relocation LS 1 $�,QO $�(,�,pp
36 Hardees Sign Relocation LS 1 $ 5���•�$ S-�!.,d,pa
37 Pavers at Freedom Comer SF 1355 $ �
$,t�d $ i�.Sym,ao
38 Gray stone pavers for Park Sign bases SF 261 $ �,�p $ � 1�,qq
• 39 Adjusted Waterline&Gas Valve Cover EA 17 $ tSO,Qa $ � �Sd,p o
40 8"C-900 PVC Pressure Class 150 LF 1926 $ p4 $ Oo
41 6"C-900 PVC Pressure Class 150 LF 72 $ q $ 4a
42 Cap Existing Main with Thrust Biocking EA 1 $ �,om � 3� .O�
43 45°Bend with Thrust Blocking EA 5 $ ��Q ,�� $ �;�„�O.O�
44 11.5°Bend with Thrust Blocking EA 3 $ ����� $ '�Sp,pp
45 Connections to Existing Mains EA 5 $�,�,�fl $ �'�Y�Qp,�}O
46 8"Gate Valves EA 6 $ $ qc�
47 6"Gate Valves EA 4 $ a $ e7
' 48 2"Gate Valve EA 1 $ L��Q,�p $ y(1�,Qa
49 Extension of other service lines(<_2") LF 77 ��',Q� $ �,Q�S.0�
50 Reconnect service lines EA 4 $ 6�Qd,� $ ����d,;�
51 Relocate Hydrants EA 1 $ ��.r.J�p�Qm $ 1 kS�,Ck�
52 8"x6"x6"Tee EA 1 $ ��(j�p� $ S�Q,q�
53 8"x8"x8"Tee EA 1 $ �C�,(l�@; $ '3p(�.pQ
54 8°x8"x5'Tee EA 3 $ '�,00 $ q(�0.Q 4
55 8"x8"x2"Tee EA 1 $ �;1�� $ '3�,�
56 Adjusted Sanitary Manhole Rims with Frame
and Lid Replacement EA 7 $ �� ,��} $���e�Q,�d
57 Sanitary Sewer Manhole(9'depth) EA 1 $����O $ ��SOO:Q�O
58 Not used
$ ��C. �et$ Ol�i,xx
59 7"P.C.Concrete Pavement SY 1160� $ .';�,'�,�Q $ 313.`335,oa
60 6"Granular Base Under T'Pvmt. SY 11605 $ �,Q 0 $ 3�.�IS�40
61 6"P.C.Conc. Entrances&Parking Lots SY 231 $ ��,(p4 $ [,,y.(�g RQ p
62 Concrete Curb as indicated on Plans LF 3912 $ ( ��p $ 3,91�.R4�
63 Truncated Dome Panels (2'x2') EA 50 $ 135�f?�o $ (Fi'�D,oO
64 Concrete Sidewalk SF 15730 $A ,'�-S $ �{3.�5�,Sa
65 4"Granular Base under Sidewalk SF 15730 $ ���� $ 3,��3�,5 0
66 Furnish and Install all signal poles; bases,
mast arms,video detection system, signs,
conduit,wiring, pullboxes, power supply, and
all other equipment for the complete
signalized intersection at Broadway and Perry LS 1 $ ��+Q'}t�p��$ (�,���.�
Koehler En�ineering&
Land Surveying,Inc. Bid Form 00410-Page#5
, �
BROADWAY PHASE II - Nov.3,2006
67 Furnish and Install ali signal poles, bases, _ .
mast arms, video detection system;signs,
conduit,wiring, puNboxes, power supply, and
alf other equipment far the compiete
signalized intersection at Broadway and West
End Blvd. LS 1 $��.000.41J $ ��.`����0
68 Temporary Traffic Control LS 1 $ $ � s p0
69 Installation of remaining New Signs EA 1 $ »Q,pQ$ o SO.�,p
70 Relocate Existing Signs EA 13 $ �5,0� $ ; .i� 05.�a
71 Pavement Marking(Striping) LS 1 $ `;��SQ0�0q$ � �spp,0�
72 3"Schedule 40 PVG Elect Conduit for
Hospital Sign at West End L� 11 $ p $ _ S
� 73 Fertilizing, Seeding&Mulching � LS 1 $ ,$�,Q(� $ L�,�� p�
74 Fumish and Install Turt Sod Sq.Yd. 450 $ 3,�� $ '�- 50-d q
SUB-TOTAL,BID FOR BROADWAY IMPROVEMENTS FROM PEFiRY TO PARK ST.
� v �� � c u � �$ �.0� .
(1Nritt n figure) (Numerical figure)
BROADWAY IMPROVEMENTS ON HARDEES SITE
Item Est.
No. Item Description Unit Quantity Unit Price Item Total
100 Removal of Tree with Trunk< 12" EA 4 $ q $ Q 00
101 Removal of Tree with Trunk 12"to 18" EA 1 $ (�p $ �(a q
100-A Compacted Fill On Site CY 20 $ Q � $ �pp,�c�
101—A Excess Earth Removal CY 871 $ ��,QO $9 S�I.04
102 Single Grated Inlet(2.0'x3.5' ID)with curb box EA 1 �_-�,Qp g�T�pADp
103 15 Class III RCP LF 13 $ �� q q $ (�,09
104 Concrete Curb LF 672 $ pQ $ pp
105 6'`P.G Conc. Entrances&Parking Lots SY 1094 $ �(o QQ $ t p p
�06 8° P.G Conc. Pavement C� Dumpster Pad SY 24 $ ''�Q,�p $ �.���Q
107 Pavement Marking (Striping) LS 1 $ �,��_�,� $ � � Qp pq
108 Wood Board on Board Fence LF 85 $ p��0 $ � Q p q
109 Dumpster Enclosure LS 1 � Qp $ �
110 Fertilizing, Seeding &Mulching LS 1 $ ����d,OQ $ �}r��0,��
111 Relocate Light L$ 1 $ Q Q $ �p
112 4 Ft.Tall White Pine Trees EA 14 $ �j� $ aQ
Koehler Engineering& �
Land Surveying,Inc. Bid Form 00410-Page#6
,
BROADWAY PHASE II Nov.3,2006
SUB-TOTAL BID FOR BROADWAY IMPROVEMENTS ON HARDEES SITE.
--, � Qo
�`,f���,v �,� �'���r��n ;f i�,,�v-Nr�,d�b � �a►„�(
(Written figure) � (Nu erical figure)
BROADWAY IMPROV�EMENTS AT CLARK STREET
� item Est.
No. Item Description Unit Quantity Unit Price Item Total
2� General Contract Requirements(Mobilization,
Demobilization, etc.) LS 1 $'��Op.Qv$ a,5�.t?Q
Removal of Ex. Improvements (excluding
201 trees) LS 1 $ A'� $ /8.��tl�
202 Clearing&Grubbing LS 1 $ 4 p� $
203 Removal of Tree with Trunk< 12" EA 1 $ �0,� $ (�'$O,Oc�
204 Temporary Erosion Control LS 1 $ �QO,04 $ Sm,Oc�
205 Compacted Fill On Site CY 15 $ ]5.00 $"� ,C�
206 Excess Earth Removal CY 781 $ �'Z,a� $9*��� _Op
207 3' dia. Shallow Manholes EA 2 $ ���C�,y,p9 $ '3_Qa�,�a
208 Single Grated Inlet(2'x3' ID) &curb box EA 2 $ ��(��,(19 $`3_�,a,po
209 12"Class III RCP LF 26.6 $ �p,p,� $ ��`33p1 a c�
210 Remove and Reuse Segmental Retaining wall
at 2103 Broadway(Dr. Dennington's Office) SF 28 $ ,QO $ �i 2,po
21� Segmental Retaining wall along North side of
Broadway, East of Clark SF 1700 �,p� $'3"�.�{()p,pp
212 Concrete Retaining Wall SF 296 $ �f$�d� $ I'�,3��,OA
� 213 Adjusted Waterline&Gas Valve Cover EA 4 $ pp
l�S�f� $ Sm,
214 6"C-900 PVC Pressure Class 150 LF 480 $ '�, � ,O� $ �d,[�,pp
215 Connections to Existing Mains EA 2 $ ap $ p pr�
216 6"Gate Valves EA 2 $ �J'�Q,do $ y p
217 Extension of other service lines (<_2") LF 8 $ ' p $ p q
218 Reconnect service lines EA 6 $ Qd,Qp $ �,1�QQ,�
219 Relocate water meter& install new meter tile EA 1 $ ?�(�,Q� $ �m,do
� 220 Install new meter tile (only) � EA 1 $ �� (�p $ r pp �
221 Install new meter and meter tile EA 2 $ � Q Qp $ ���,p
2 2 2 Re loca te Hy dran ts E A 1 $ � $ o0
223 6"x6"x6"Tee EA 2 $ ���,()� $ �y�,�
224 Adjusted Sanitary Manhole Rims with Frame
and Lid Replacement EA 3 $ 3S0,OQ $ ��LpC7
225 6" SDR-35 PVC Sanitary Sewer LF 75 $ �'�Y QO $ , ,po
226 Cleanout EA 1 $ �0.aEll $ 9O,�o
Koehler Engineering& '
Land Surveying,Inc. Bid Form 00410-Page#7
BROADWAY PHASE II Nov.3,2006
227 7" P.C. Concrete Pavement SY 733 $ � $�� ,(,�O
228 6"Granular Base Under 7°Pavement SY 733 $ $ pp
229 6" P.G Cona Entrances SY 413 $ '3Q�p�3 $ ��Tq.p,po
230 Concrete Curb as indicated on Plans LF '1019 $ �,dp $ �,(���,�}ca
231 Truncated Dome Panels(2'x2') EA 26 $ 1�S.C�f'I $ 3,5l0,E3e
232 Concrete Sidewalk SF 2563 $ •�� 5 $ �i �,S
233 4"Granular Base under Sidewalk SF 2563 $ „�� $ �,�p�'�
234 Milling Strip(8'Wide)&Mill Intersection SY 1946 $ �, �,b $ ��,pT��(o
235 Asphaltic Base Course Ton 50 $ '�5,c�p $ ��o
236 Asphaitic Type BP2 Wearing Surface Ton 550 $ ,pp $ ,�
237 Concrete Stair SF 197 $ ��p� $ �!q��O�
238 Metal Handrail: LF 47 $�,p� $ 9�a-�(et,�
239 Furnish and InStall all signal poles, bases,
mast arms,video detection system, signs,
conduit,wiring, pullboxes, power supply, and
all other equipment for the complete
signalized intersection at Broadway and Clark
st. �s � $ 1D�Z-E�..00$10.2.�.Oo
240 Temporary Traffic Control LS 1 $ ,�,qo$ ����,pp
241 Installation of remaining New Signs EA 1 $ �SQ,� $ �sO,p�
242 Relocate Existing Signs EA 7 $ 8�Qa $ ��5 pe�
243 Pavement Marking(Striping) LS 1 $ � �$ �q �
244 Fertilizing, Seeding&Mulching LS 1 $,�_((J��,�O $ � ppp,�Q
245 Furnish and Install Turf Sod Sq.Yd. 450 $ �,v�, �So O d
246 4"Dia. Dogwood Tree(N.E. corner Clark&
Broadway) EA 1 $ "�,�} $ 2 pp �p�
' SUB-TOTAL BID FOR BROADWAY IMPROVEMENTS AT CLARK STREET
� /�'�.�i S r � d /�Tl��lYG� �����ti, F� ���Id �
(Written fi ure) � �x�-.�- p,,�,� c� 3G� � �d,�� (Numerical figure)
TOTAL BID FOR ALL SECTIONS
� �� T � �: a ($ �(� l���3.�' �
(Written figure) �t.��, -�?� � �7XDc e�o��ar� �Nurrierical figure)
(Total bid amount is to be shown in both words and figures. In case of discrepancy, the
amount shown in words will govern. In case of error in extension, the unit and lump sum
prices under each Pay Item will be considered correct, and these sums when properly
Koehler Engineering&
Land SuPveying,Inc. Bid Form 00410-Page#8
BROADWAY PHASE II Nov.3,2006
extended, shall constitute the Bid.) �
Unit Prices have been computed in accordance with paragraph 11.9.2 of the General
Conditions.
If rock excavation, as defined by Specificatlon Section 0231�, is required for the
construction of ihe project, the Bidder shall be compensated according fo the
stipulafed unit price of$125(one hundred twenty five dollars)per cubic yard. The
quantity of rock sha/l be determined in accordance with the procedures outlined in
, the previously mentioned Section 023i6. Submission of a Bid on the project
utilizing the required form indicates the B�dders full acceptance of this stipulafed
price for rock excavation, if required. � �
BIDDER acknowledges that quantities are not guaranteed and final payment will be based
on actual quantities determined as provided in the eontract Documents. Any specific
items or labor required to complete the projeet in accordance with the plans and
construction documents which is not explicitly identified above shall be considered
incidental to the total project cost, no additional compensation shall be paid for said item or
labor.
5. BIDDER agrees that the Work requiring the closure of Broadway between Perry Avenue
and West End Blvd.will be complete within 50 calendar days after the date Gontract Times
commence to run as provided in paragraph 2.3 of the General Conditions,and that alt work
will be substantially complete within 140 calendar days after the date when the Contract
Times commences to run as provided in paragraph 2.3 of the General Conditions, and all
work will be fully completed and ready for final payment in accordance with paragraph
14.13 of the General Conditions within 170 calendar days after the date when the Contract
Times commences to run.
BIDDER accepts the provisions of the Agreement as to liquidated damages in the event of
failure to complete the Work within the times specified in the Agreement.
6. The following documents are attached to and made a condition of this Bid:
(a) Required Bid Security in the form of bid bond or cashiers check. .
(b) Required BIDDER'S Qualification Statement with supporting data.
(c) Any Addenda issued for the project
Koehler Engineering&
Land Surveying,Inc. Bid Form 00410-Page#9
BROADWAY PHASE If NoV.3,2006
7. Communications concerning this Bid shall be addressed to:
Name A��� �,�,�,1�
Address ��,4t 0 ��� v�l, � �� ��,� �'�'�(o �
(a) Performance and Payment Bonding Company
Name ;���ur� �i2� A- � � �� �w►n�u-f
Address ��Or �-� ���� -t t�;�.� R1�-P��e��'rn�.rA- S�1/��`-
Agent\Power of Attorney Name (if used) �'Di� ,� �R.�
Address �� t�-�r l�-u��Q�� � (�.,�'F��1�r�v-.�,,;T�`��Z
8. Terms used in the Bid which are defined in the General conditions or Instructions will
have the rneanings indicated in the General Conditions or Instructions.
SUBMITTED on ,���e �� , 20€�t�.
State Contractor License No. C� III`��
IF BIDDER is:
An Individual
By (SEAL)
(Individual's Name)
doing business as
Business address
Phone No.:
Koehler Engineering&
Land Surveying,Inc. Bid Form 00410-Page#10
. w
BROADWAY PHASE 11 Nov.3,2006
A Partnership
By (SEAL)
(Firm Name)
(General Partner)
Business address:
Phone No.:
A Corporation
r::.�..� `rxr�., ;yii�'.�
�1{titll/l�//j:�
B�/ / � �`�����,d���``�
, ( , ���
' , �
(Corporation Name) , ,' ';��.' ;��'���+�l�;��=�-��
�:�gS�� �1 F�{ � �i, �P�;,,,_ , � x�-�.e
(St te of Incorporation) a '�,y ' �q�� � �" �¢� �°�`
�,',��` �..1' �7 �l.� • C/ 4 � rs�'h.
�r, ' �� �� '�1Rt1;4�.
� r l !,✓ �
(Name of rson Authorized to Sign) `� ����' -`.�� � � ' • �`�f'
��wA � .< �' �" � �
� �j. r_ � � ��x �'}.�tr•� � .:.� ' liL �.+
1�'$5:i��FJ 6 =�`r � -/����7 tJ�r�i a,1�'���` �
fTitle � � ,E��, ,���, ,�;���>
) x��;_: � �,•t�
.
_ (Corpbr�te�eal)
Attest v"�
(Sec etary)
Business address: 3��a ��r� �,.� . � Q.�9-.� ����,�/VI�� '(,�3�,q
Phone No.: ���� ��n�e °'�0.�
Date of Qualification to do business is l��s
Koehler Engineering&
Land Surveying,Inc. Bid Forrn 00410-Page#11
. + .
BROADWAY PHASE II Nov.3,2006
A Joint Venture �
By (SEAL)
(Name)
(Address)
By (SEAL)
(Name)
(Address)
Phone Nt�mber and Address for receipt of official communications:
(Ea�h joinf venturer must sign. The manner of signing for each individual, partn�rship and
corporation that is a party to the joint venture should be in the manner indicated above.)
�,�„ia�-` ;,�;a�,�� �.���� ';
;+ ;
,� �
Koehler Engineering& °
Land Surveying,Inc. Bid Form 00410-Page#12
� FROItiIABAI�C�R CONCRETERS, INC.
CONCRETE CONTRACTOR
GLENN FRONABARGER 3290 STATE HWY E
PRESIDENT OAK RIDGE, MO 63769
(573)266-3212
November 30, 2006
City of Cape Girardeau
401 Independence Street
Cape Girardeau, MO 63701
RE: Qualifications Of Bidder
Dear Sirs:
Fronabarger Concreters, Inc. is a 21 year old business specializing if concrete flat work and site
construction. We have successfully completed many projects for the City of Cape Girardeau as
well as many of the surrounding cities and developers. We have a work force of forty men and a
great working relationship with many subcontractors in the area which we plan on utilizing for
this job. We also have a large inventory of equipment including but not limited to trackhoes,
backhoes, dump trucks, bulldozers, tractors, motor graders, utility trucks, concrete forms, and
finishing equipment. We have successfully completed projects of this magnitude in the past and
we are certainly qualified to work on this project.
Please do not hesitate to call with any questions or concerns at(573) 266 - 3212.
Sincerely,
���
Glenn Fronabar er President ���
g �
� F"ROl`IABARC�ER CONCRETERS, INC.
CONCRETE CONTRACTOR
GLENN FFiONABARGER 3290 STATE HWY E
PFiESIDENT OAK RIDGE,MO 63769
(573)266-3212
Navember 30, 2006
City of Cape Girardeau
401 Independence Street
Cape Girardeau, MO 63701
RE: Traffic Control @ Clark Street and Broadway
Dear Sirs:
In order to complete the work outlined in the construction drawings the existing traffic poles and
lights will have to be removed at the above intersection. We have planed on setting up temporary
lighting away form the existing lights and out of direct conflict with the construction activities.
There will also be a number of lane closures with this work and all closures will be done in
compliance with the MLTRC.
Please do not hesitate to call with any questions or concerns at(573) 266 - 3212.
Sincerely,
-r"' � a-�
Glenn Fron arger, Presiden��
�
� � THE AMERICAN INSTITUTE OF ARCHITECTS
AIA Document A310
Bid Bond
KNOW ALL MEN BY THESE PRESENTS, that we
FRONABARGER CONCRETERS INC
3290 STATE HWY E OAK RIDGE,MO 63769
as Principal, hereinafter called the Principal, and United Fire & Casualty Company, P.O. Box 73909,
118 Second Avenue SE, Cedar Rapids, lowa 52407-3909, 800-3�13-9130 a corporation duly organized
under the laws of the State of lowa as Surery, hereinafter called the Surety, are held and firmly bound
unto City of Cape Girardeau
401 Independence CAPE GIRARDEAU,MO 63701
as Obligee, hereinafter called the Obligee, in the sum of
Five and 00/100 Percent of the Bid Amount
Dollars (5% ),
for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind
ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally, firmly by
these presents.
WHEREAS, the Principal has submitted a bid for
Broadway Widening
NOW,THEREFORE,if the Obligee shall accept[he bid of the principal and the Principal shall enter into a ConVact with[he Obligee in accor-
dance with the terms of such bid,and give such bond or bonds as may be specified in the bidding or ConVact Documents with good and wf-
ficient surery for the faithful pertormance of such ConVact and for the prompt payment of labor and material fumished in the prosecuUon there-
of,or in the event of the failure of the Principal to enter such ConVact and give such bond or bonds,if the Principal shall pay to the Obligee
the difference not to exceed the penalry hereof between Ihe amount specified in said bid and such larger amount for v�,fiich the Obligee may
in good faith convact with another party to perform the Work covered by sald bid,then this obligation shall be null and void,otherwise to
remain in full force and effect.
j
"" d € �r5f .a
Signed and sealed this 30th day of November , 2006 �y`� r,� � � � `
�f�+��Ils+�lrr����`,, � .�
�',��.h�'�' �� {�`�: /ii ���i
�� FRONABARGER CONCRET ,:.' �,�' �
l� /� (Principal) ' �� '� y"', . .� ��"
��`��, r� ��.{ !� ` `�'��,;,
(Witness) .. ir� • r; �,�J , r� `_r��...�� :
a� '. C� r f° =�.
:^`' < 7 s, �
itle ti'•,.s�* ,� ���� �' .` 3�:.:�..
=�r�
/ � /rtJ�F�t�� r,����� �''���`` � ,
United Fire& Casualry Comp, � ��;'��rr�,��'�'����''�� �`,�� ` ;
� �(f�1 �� (Surery! .fSeai�.�' � � `
1�-}-� ) 'J � 'r '�'? � '',
..s .,�;� r a� f-'^'� �f,,; n � i;,i:`
(Witness) / '` � r�k , { f; r� :�
'�U Ul Q ls�L;t/GY r 1 l-, �..��-� i �' } •
::�� �y%� ( i::. � t : ,' rF- �h i.
t !��
Todd A. War�;f1e�Attorne ` ' � `� � -
y—In—��� `r , ' �
�� '�1 V� ..1
AIADOCUMENTA310�BID BOND�AIA��FEBRUARY 1960 ED�THEAMERICAN �''��J �, :- ������ ��'�` '
INSTITUTE OF ARCHITECTS,1735 N.Y.AVE.,N.W.,WASHINGTON,D,C.20006 ;��i;y�t s�
�
- ACKNOWLEDGMENT OF SURETY
State of Missouri
County of Cape Girardeau
On this 30th�y o f November ,2006
Personally appeared before me Todd A. Ward who being duly sworn did depose and say that he/she is the
attorney-in-fact of the United Fire and Casualty Company of Cedar Rapids,Iowa,that the seal affixed to the attached
instrvxnent is the Corporate Seal of said Corporation,and that said instrument was signed and sealed on behalf of said
Corporation by authority of its Board of Directors and the said Todd A. Ward acknowledged that he/she
executed said instrument as such attorney-in-fact and as the free act and deed of said Corporarion.
.
F
y1A'°t�"'''• PRISCILLA B. HUNTER
..r O,r��i
. *;NOfAq�; �Notary Publlc, State of Missourl
dE�`; � Cape Gtrardec�u Counly
s,,,y�,,,uP,���• Commission # 06520356 Notary Public
�.,,;s6��... Expires Aprll 20, 2009 •
UND-20316
,'
� :
• UNITED FIRE&CASUALTY COMPANY ; �n, � .�_. ._,. .. . W00019,1 �.. _
-�- ,
. Home Office—Cedar Rapids, lowa � � � � ;� �.�_,�' �� � ,�,,,� �,,.,�3����� ,,,;��
Certified Copy of Power of Attorney � ., �� .� ap Gi r e y ,�,,:. w, .
(Original on file at Home Office of Company—See Certification) � '��� ,..� ' 1 n ri'n. ���'
CAPE GIRARDEAU, MO 63701
KNOW ALL MEN BY THESE PRESENTS,That the UNITED FIRE&CASUALTY COMPANY, a corporation duly organized and
existing under the laws of the State of lowa, and having its principal office in Cedar Rapids, State of lowa,does make,consti-
tute and;�p x in..t,.,.;,_a.:,:,,M.,.:��1AE�,1.� . . .pE�u,C � . . RON GLASCO, OR ALAN H RAUSENBERGER,JASON
RAUSE��R��i,��F�C�iV�}�.�; I�,,_,Q.� �����ARD, OR NANCY STRAUSER,OR PRISCILLA B HUNTER,
ALL INQI�JDUQ�L�Y �. ��. � � � ���::"��;,
of , CAP�G�FtA�tT���l�, MO��701�� ��.: � � � k � : ' � k�� �� ;:; � z z:�
its true and lawful Attorney(s) in-Fact with power and authority hereby conPetr�d t�si�r�;"se�a�d ex�'i`te i�rtts��eYta�f��1��aw-
ful bonds,undertakings and other obligatory instrumenis of similar nature as t�o I` a a �A�� A�y}y�D. LL�.�N�3 �% �
�:�.r3..�.�� k€ �.7 �,�z �,;: . .�.
and to bind UNffED FIRE&CASUALTY COMPANY thereby as fully and to the same extent as if such instruments were signed
by the duly authorized o�cers of UNITED FIRE&CASUALTY COMPANY and all the acts of said Attorney, pursuant to the
authority hereby given are hereby ratified and confirmed.
The Authority hereby granted shall expire�IV��r,���3�tt��OQ7 �:� �° �nheSs=soio�ter rev�ked.
This power of Attorney is made and execute�d p r�u n t�-and�b�aufYt`°oriry�of�I�e�fo�lt�wir�g By-Law.duly adopted by the
- Board.of Directors of the Company on April 18,��' �`�� ���"L' �,„ ��� �` ' �
� §'� �� � � � � ,���, � ��
"Article V—Surety Bonds and Undertakings"
Section 2,Appointrnent cfAttorney-n-Fad.°The President or arry�ce president,or any other officer of the Company,may,from time to time,appoint by
written certificates attorneys-in-fact ro act in behalf of the Company in the execution of policies of insurance,bonds,undertakings and other obligatory insUu-
ments of like nature.The signature of any officer authorized hereby,and the Corporate seal,may be a�xed by facsimile to any pawer of attorney or special
p oHer of auorney or certification of either authorized hereby;such signature and seal,when so used,being adopted by the Company as the original signa-
ture of such officer and the original seal of the Company,to be valid and binding upon the company with the same force and effect as though manually
affixed.Sudi attorneys-in-fact,subject to the limiWtions set forth in their respective certificates of authority shall have full power to bind the Company by
their signature and execudon of any such instruments and to attach the seal of the Company thereto.The President or any Yce President,the Board of
Directors or any other officer of the Comparry may at any time revoke all power and authority previously given to any attorney-in-Fact.
IN WITNESS WHEREOF,the UNITED FIRE&CASUALTY COMPANY has caused these
presents to be signed by its vice president and its corporate seal to be hereto affixed this
���u���nn,,,, 2006.
��o����,.F,,� 29th day of November ,
. ,
y�9 coxroRrcre��= � " *' �� � ' UNITED FIRE&CASUALTY COMPANY
� sswt �:
`� �,' _ . . gy ��..�,,,.,,.;._�
''��•,�?�R,,�ro���,:
Vice President
State of;lowa, Co�nty c�f Linn, �s '::
On this�9th da�of f�fc�vember� ,2006 efore me personally came Dennis Richmann to me known, who being by me
� �
duly s�uom,d��l d�poser arrd sa��'tha�I�e-r��ic��s n�edar Rapids, State of lowa;that he is a Vice President of the UNITED FIRE
&CASUALTY COMPANY, the corporation described in and which executed the above instrument;that he knows the seal of
said corporation;that the seal affixed to the said instrument is such corporate seal;that it was so a�xed pursuant to authority
given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority, and
acknowledges same to be the act and deed of said corporation. �
,,.�� • MAFIY A.JAI�i
$ �Z coM�nssioN�t�
. r �r��� Notary P lic
--- My Commission expires October 26,2007
Il��w wl�r�
CERTIFICATI�1 '��; � �P�'
I, the undersigned officer of the UNITED FIRE&CASUALN COMPANY,,,do hereby certify that l have co,mpared the foregoing
copy of the Power of Attorney and affidavit, and the copy of the Sectic�n�ftl��b�-I�vus of said-Co'i��arly�ias,set�fo�rt`h in said
Power of Attorney, with the ORIGINALS ON FILE IN THE HOME OFFICE OF SAID COMPANY, and that the same are correct
transcripts thereof, and of the whole of the said originals, and that the said Power of Attorney has not been revoked and is now
in fu�l force and�ff�ct, �
In testimc�ny-�vrh�retif I I�avt�•herei�irr[o su�s�rib�d my name and affixed the corporate seal of the said Company
this 30th day;af �Iovei'�be�" ,�2�06. ��o•"�'�'��,,,�
<_ :4�' �r�'��
i� �O Secretary.
coxroxnTe
� ssn� �; �..�,�/�
UND-3156(1-03) 2
/'''��R��������``,,:
. ,
.
.
UNITED FIRE & CASUALTY COMPANY UNITED LIFE INSURANCE COMPANY
118 Second Avenue, S.E., P.O. Box 73909, Cedar Rapids, Iowa 52407
NOTICE TO MISSOURI SURETY BOND HOLDERS
Should you have a question about your bond or policy,please contact your insurance agent first.
If you are unable to contact or obtain information from your agent,you may contact our company at
address and phone number below:
UIVITED FIRE&CASUALTY COMPANY
ATTENTION: BOND DEPARTMENT
P.O.BOX 73909
CEDAR RAPIDS,IOWA 52407
1-800-343-9130
�