HomeMy WebLinkAboutRES.1599.08-21-2000BILL NO. 2.000-214
RESOLUTION NO. 1599
A RESOLUTION AUTHORIZING THE CITY
MANAGER TO EXECUTE AN AGREEMENT
WITH ASA ASPHALT, INC., FOR THE
2000-1 4 INCH PAVEMENT PROGRAM
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 ASA Asphalt, Inc., for the 2000-1 Four Inch (411)
Pavement Program. A copy of said Agreement is attached to this
Resolution and made a part hereof.
PASSED AND ADOPTED THIS f DAY OF , 20.
ATTEST:
Gayle L. Conrad, City Clerk
CITY OF CAPE GIRARDEAU
2000-1 4" PAVEMENT PROGRAM
STANDARD FORM OF AGREEMENT
BETWEEN OWNER AND CONTRACTOR
ON THE BASIS OF A STIPULATED PRICE
THIS AGREEMENT is dated as of the % dayof J p e in the year
20 0-_ by and between the City of Cape Girardeau, Missouri (hereinafter called OWNER)
and ASA Asphalt, Inc. (hereinafter called CONTRACTOR).
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 the
improvement with (4) inches of hot mix asphaltic concrete including grading, excavating,
rebuilding shoulders, compacting, cleaning out ditches and driveway pipes, adjusting
manholes and other necessary appurtenances for Timon Way from Big Bend Road to
Dumais Drive for a distance of 1,768 feet and a width of 18 feet; Depaul Lane from
Country Club Drive to the first driveway for a distance of 250 feet and a width of 16 feet;
Donna Lane from Timon Way to the dead end for a distance of 220 and a width of 17 feet;
North Lorimier Street from Mill Street to Pearl Street for a distance of 388 feet and a
width of 18 to 20 feet; Pearl Street from North Lorimier Street to Fountain Street for a
distance of 398 feet and a width of 18 feet; Hunter's Lane from Boulder Crest Drive to a
dead end for a distance of1,658 feet and a width of 18 feet; Collins Drive from Mt. Auburn
to a dead end for a distance of 525 feet and a width of 18 feet; Hunze Drive from Collins
Drive to Hopper Road for a distance of 520 feet and a width of 18 feet; Hill Street
(Riverview Drive) from Rand Street to Johnson Street for a distance of 300 feet and a width
of 20 feet; and Hill Street (Roberts Street) from existing Hill Street to a dead end for a
distance of 238 feet and a width of 16 feet all for the City of Cape Girardeau.
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.
A-1
Article 3. CONTRACT TIMES.
3.1 The work will be substantially completed within Seventy-five (75) 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 Ninety (90) days after the date when
the Contract Times commence to run.
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 Two Hundred Dollars $ 200 for each day
that expires after the time specified in paragraph 3.1 for Substantial Completion 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 One Hundred Fifty Dollars
$150 for each day that expires after the time specified in paragraph 3.1 for completion
and readiness for final payment.
Article 4. CONTRACT PRICE.
OWNER shall pay CONTRACTOR for completion of the Work in accordance with the
Contract Documents an amount in current funds equal to the sum of the amounts
determined pursuant to paragraphs 4.1 and 4.2 below:
4.2 for all Unit Price Work, an amount equal to the sum of the established unit price for
each separately identified item of Unit Price Work times the estimated quantity of that item
as indicated in the bidding documents.
TOTAL OF ALL UNIT PRICES: One hundred ninety-six thousand nine hundred nine
dollars and fifty cents ........................................ ($ 196, 909.50)
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.
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) of 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.
A-3
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:
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
furnishing 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
CONTRACTOR 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 to 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 to CONTRACTOR, and the Contract
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 1 to 7 inclusive).
8.2 Exhibits to this Agreement (pages BF -1 to BF -10 , 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).
8.6 Supplementary Conditions (pages SC -1 to SC- 5 , inclusive).
8.7 Specifications bearing the title 2000-1 4" Pavement Program
8.8 Drawings.
8.9 Addenda numbers 1 to 1 , inclusive.
8.10 CONTRACTOR'S Bid (pages BF -1 to BF -10 , 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
A-5
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.
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 of 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 stricken provision.
W.
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 �� 15 , 20 CCS (which is the
Effective Date of the Agreement).
OWNER C9 of Cape Girardeau
,r
Micha G. Miller, City Manager
[CORPORATE SEAL]
Attest
Address for giving notices
401 Independence Street
Cape Girardeau. MO 63703
(If OWNER is a public body, attach
evidence of authority to sign and
resolution or other documents
authorizing execution of Agreement.
CONTRACTOR
s Presr
Is
,Z[CORPORATE SEAL]
Attest
Address for giving notices
Po. ��X i `i
Ad vz i., Ce - J 1 �, & 3 23,9
License No.
Agent for service of process:
II �
VWr 16 /G�yX,r
(If CONTRACTOR is corporation,
attach evidence of authority to sign.)
A-7
CITY OF CAPE GIRARDEAU
2000-1 4" PAVEMENT PROGRAM
BID FORM
(EJCDC 1910-18) (1990)
PROJECT IDENTIFICATION: The improvement consists of the pavement
with (4) inches of hot mix asphaltic concrete including grading, excavating, rebuilding
shoulders, compacting, cleaning out ditches and driveway pipes, adjusting manholes and
other necessary appurtenances for Timon Way from Big Bend Road to Dumais Drive for
a distance of 1,768 feet and a width of 18 feet; Depaul Lane from Country Club Drive to
the first driveway for a distance of 250 feet and a width of 16 feet; Donna Lane from
Timon Way to a dead end for a distance of 220 and a width of 17 feet; North Lorimier
Street from Mill Street to Pearl Street for a distance of 388 feet and a width of 18 to 20
feet; Pearl Street from North Lorimier Street to Fountain Street for a distance of 398 feet
and a width of 18 feet; Hunter's Lane from Boulder Crest Drive to a dead end for a
distance of 1,658 feet and a width of 18 feet; Collins Drive from Mt. Auburn to a dead end
for a distance of 525 feet and a width of 18 feet; Hunze Drive from Collins Drive to Hopper
Road for a distance of 520 feet and a width of 18 feet; Hill Street (Riverview Drive) from
Rand Street to Johnson Street for a distance of 300 feet and a width of 20 feet; and Hill
Street (Roberts Street) from existing Hill Street to a dead end for a distance of 238 feet
and a width of 16 feet, for the City of Cape Girardeau.
THIS BID IS SUBMITTED TO: CITY OF CAPE GIRARDEAU, MO
401 INDEPENDENCE STREET
CAPE GIRARDEAU, MO 63703
1. The undersigned BIDDER proposes and agrees, if the Bid is accepted, to enter into an
agreement with OWNER in the form included in the Contract Documents to perform and
furnish all Work as specified or indicated in the Contract Documents for the Bid Price and
within the Bid Times indicated in this Bid and in accordance with the other terms and
conditions of the Contract Documents.
2. BIDDER accepts all of the terms and conditions of the Advertisement or Invitation to Bid
and Instructions to Bidders, including without limitation those dealing with the disposition
of Bid security. This Bid will remain subject to acceptance for thirty-five days after the day
of Bid opening. BIDDER will sign and deliver the required number of counterparts of the
Agreement with the Bonds and other documents required by the Bidding Requirements
within fifteen days after the date of OWNER'S notice of Award.
3. In submitting this Bid, BIDDER represents, as more fully set forth in the Agreement,
that:
BF -1
(a) BIDDER has examined and carefully studied the Bidding Documents and the
following Addenda, receipt of all which is hereby acknowledged: (List Addenda by Addendum Number
and Date)
(b) BIDDER 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
furnishing of the Work;
(c) BIDDER 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.
(d) BIDDER 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. BIDDER 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 BIDDER is entitled
to rely as provided in paragraph 4.2 of the General Conditions. BIDDER acknowledges that
such reports and drawings are not Contract Documents and may not be complete for
BIDDER'S purposes. BIDDER acknowledges that OWNER and Engineer do not assume
responsibility for accuracy or completeness of information and data shown or indicated in
the Bidding Documents with respect to Underground Facilities at or contiguous to the site.
BIDDER has obtained and carefully studied (or assumes responsibility 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, investigations, explorations, tests, studies or data are necessary for the
determination of this Bid for performance and furnishing of the 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
observations obtained from visits to the site, reports and drawings identified in the Contract
BF -2
)ocuments and all additional examinations, investigations, explorations, tests, studies and
lata with the Contract Documents.
(g) BIDDER has given Engineer written notice of all conflicts, errors, ambiguities or
!iscrepancies that BIDDER has discovered in the Contract Documents and the written
solution thereof by ENGINEER is acceptable to BIDDER, and the Contract Documents
;re generally sufficient to indicate and convey understanding of all terms and conditions
:)r performing 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
Jerson, firm or corporation and is not submitted in conformity with any agreement or rules
)f any group association, organization or corporation; BIDDER has not directly or indirectly
educed or solicited any other Bidder to submit a false or sham Bid; BIDDER has not
;olicited or induced any person, firm or corporation to refrain from bidding; and BIDDER
gas not sought by collusion to obtain for itself any advantage over any other Bidder or over
)WNER.
BIDDER will complete the Work in accordance with the Contract Documents for the
ollowing price(s):
UNIT PRICE BID
NO ITEM UNIT EST. UNIT
QTY. PRICE
A. TIMON WAY—BIG BEND ROAD TO DUMAIS DRIVE
1
Asphaltic Concrete
Tons
829
$ 3 L oo
2
Liquid Asphalt
Gals.
1,343
$ I.So
3
Remove Pipe
L.F.
77
$
4
Install 15" RCP
L.F.
30
$ 32.00
5
Install 15" CMP
L.F.
60
$ Zf- 6
plaCe
6
Furnish & 4ista#::F&,t::F.
c y
2 -t:J:V
$ 15.00
c�^row
Compact ,
7
Furnish & Place Grouted
S.Y.
1,089
$ o2o.00
Rip -Rap
8
Adjust S.S. Manholes
Each
2
$ a o o. oo
9
Adjust Gas/Water Valve
Each
0
$ /00-00
Covers
TOTAL EST.
PRICE
$ 29. Yy� 00
$ 4660.0,0
10 Furnish & Install No. 2 Tons 100
$
/0-00
$ / o 0 0,44
Graded Aggregate
$
3, G 7.Z. 0 0
2 Liquid Asphalt
11 Clean Out Ditches L.F. 750
$
2.so
$
12 Seed and Straw Acres 0.81
$
;? So 6. o o
$ 0,z S. o o
TOTAL FOR SECTION A ....................
$
6 3_ q 5/.
00
B. DEPAUL LANE—COUNTRY CLUB DRIVE TO DRIVEWAY
1 Asphaltic Concrete
Tons
102
$
-?6. o o
$
3, G 7.Z. 0 0
2 Liquid Asphalt
Gals.
170
$
/.So
$
a SS. 0 0
3 Clean Out Ditches
L.F.
250
$ a. So
$
4.2s-.00
4 Grading
S.Y.
423
$
r?. So
$
/� OS?. so
5 Seed and Straw
Acres
0.12
$
2 so o. oo
$
3 o o . oo
TOTAL FOR SECTION B
....................
$
S 909. s'0
$
"750.00
C. DONNA LANE—TIMON WAY TO DEAD END
1 Asphaltic Concrete
Tons
114
$
34-0o
$ i
2 Liquid Asphalt
Gals.
184
$
/.,5'0
$
.2 7 1, 0 0
3 Grouted Rip -Rap
S.Y.
114
$
Yo. o o
$
3, o 06
4 Clean Out Ditches
L.F.
70
$
.2.s6
$
/ �S'.00
5 Manhole
Each
2$
?oo- o o
$
6 Seed and Straw
Acres
0.1
$ aSoo. oo
$
"750.00
TOTAL FOR SECTION C
....................
$
8, (� -',' S". 0 0
D. LORIMIER STREET—MILL STREET TO PEARL STREET
1 Asphaltic Concrete Tons 183 $ 34. oo $ (�, SY Y. 00
2 Liquid Asphalt Gals. 297 $ /. S o $
Am
3 Remove Concrete S.Y. 16 $ ID -00 $ iZ am
4 Construct 6" Integral Curb L.F. 80 $ ?a 00 $_
& Gutter
5 Construct Ditch L.F. 100 $ q.co $ g00.W
6 Seed and Straw Acres 0.17 $ 2,5-00.r-,0 $ y25. 00
TOTAL FOR SECTION D .................... $ 9, LII. 5p
E. PEARL STREET—FOUNTAIN STREET TO LORIMIER STREET
1 Asphaltic Concrete
Tons
180
$ 36. co
$ Com, (4.00. Gb
2 Liquid Asphalt
Gals.
291
$_ / •So
$ g3Co.$"0
3 Construct Ditch
L.F.
100
$ U. oo
$ c4o0.00
4 Excavation
C.Y.
133
$ 5-)o
$ &L05:CD
5 Extend 15" CMP
L.F.
8
$_,3,0-00
$ aya 00
6 Adjust Manhole
Each
2$
�200- 00
$_ q w 60
7 Seed and Straw
Acres
0.2
$ a S0p.00
$ 500- lb
TOTAL FOR SECTION E
....................
463
$ 9, /a/, ,Sy
F. HUNTERS LANE—BOULDER CREST DRIVE TO DEAD END
1 Asphaltic Concrete
Tons
717
$ 3 pn
2 Liquid Asphalt
Gals.
1,162
$ 1.5-0
$ �, 7el3. Cxn
3 Grading
L.F.
3,290
$ !. a5
$_ 11.2.-
4 Clean Out Ditch
L.F.
440
$ a�o
$ �, ion.
5 Cut New Ditch
L.F.
240
$ S ,, 00
$ /, 2 0o Gn
6 Furnish & Place F-
a-A��s
Q c� on
Q (/
Compact . _ ' �
7 Furnish & Place Fill
S.Y.
463
$
$ l3, �9D.�
Grouted Rip -Rap
8 Install 24" C.M.P.
L.F.
6
$ 3.�2oo
$ /9.2 00
BF -5
9
Remove Pipe
L.F.
22
$ 00
$ Wco
10
Adjust Manhole
Each
4
$ ;)W,a)
$ R00.x
11
Adjust Gas/Water Valve
Each
2
$ �Q,�,�
$ 000.U�
$ l3, y/o. 00
Covers
5 Furnish & Place Grouted
S.Y.
123
$ 3.? oo
12
Construct Drainage Inlet
Each
1
$
$ aoo.u)
13
Furnish & Install No. 2
Tons
100
$ /�00
$ /,.:200.0o
Acres
Graded Aggregate
$x,,500. C?,
$ 55'0.00
TOTAL FOR SECTION H
....................
14
Seed and Straw
Acres
0.75
$ _')_S5W.00
$ 1, ,975.00
TOTAL FOR SECTION F
.....................
$ 56- ,.5--57.
So
G. COLLINS STREET—MT. AUBURN ROAD TO HUNZE DRIVE
1 Asphaltic Concrete
Tons 245
$ .co
$ 60, dao -no
2 Liquid Asphalt
Gals. 396
$ / Sv
$ 5-9cl oo
3 Grading
L.F. 1,132
$_ 300
$ 3,396. c ,
4 Seed and Straw
Acres 0.24
$ _?.5oo.co
$
TOTAL FOR SECTION G
....................
$ l3, y/o. 00
$ .3 y/7. 00
H. HUNZE DRIVE—COLLINS STREET TO HOPPER ROAD
1 Asphaltic Concrete
Tons
246
$ -?6. co
$ BSL . ori
2 Liquid Asphalt
Gals.
399
$ /,Y0
$ 598. So
3 Clean Out Ditch
L.F.
489
$ &. co
$ /, 4/17. oo
4 Grading
S.Y.
1,139
$ 300
$ .3 y/7. 00
5 Furnish & Place Grouted
S.Y.
123
$ 3.? oo
$ 93Lo.00
Rip -Rap
6 Area Inlet (West Side)
Each
1
$ /, ow. 00
$ 00
7 Seed and Straw
Acres
0.22
$x,,500. C?,
$ 55'0.00
TOTAL FOR SECTION H
....................
$_ /9,
I. HILL STREET (RIVERVIEW)—JOHNSON STREET TO RAND STREET
1 Asphaltic Concrete Tons 146 $ 3&oo $
2 Liquid Asphalt Gals. 236 $ / -,5-o $ 25W-�
3 Seed and Straw Acres 0.14 $ a.S�.Oy $ '35-0- -00
TOTAL FOR SECTION I ..................... $ S, 9&0. Co
J. HILL STREET (ROBERTS STREET)— VACATED ROBERTS ST TO DEAD END
1 Asphaltic Concrete Tons 110 $ 26,00 $ '3,960 --co
2 Liquid Asphalt Gals. 178 $ I •So $ a407 00
3 Seed and Straw Acres 0.09 $ $ aaS".ov
TOTAL FOR SECTION J .................... $ ySa2. 00
TOTAL BID FOR ALL SECTIONS .................. $ 191.,, q09. -b
(Numerical figure)
TOTAL BID FOR ALL SECTIONS
One hundred r4 nely siz +houmnd n(ne- huncl,,. n;ne doIlQrs QndI
(Written 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
extended, shall constitute the Bid.)
Unit Prices have been computed in accordance with paragraph 11.9.2 of the General
Conditions.
BIDDER acknowledges that quantities are not guaranteed and final payment will be based
on actual quantities determined as provided in the Contract Documents.
BF -7
BIDDER agrees that the Work will be substantially complete within Seventy-five (75)
:alendar days after the date when the Contract Times commences to run as provided in
-aragraph 2.3 of the General Conditions, and completed and ready for final payment in
ccordance with paragraph 14.13 of the General Conditions within Ninety (90) calendar
ays after the date when the Contract Times commences to run.
BIDDER accepts the provisions of the Agreement as to liquidated damages in the event
-f failure to complete the Work within the times specified in the Agreement.
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.
Communications concerning this Bid shall be addressed to:
Name
I) w �
q ht
:j:Kj /o -r-
Address
(a) Performance and Payment Bonding Company
Name 14Ll F,*re 4- Ca sat//1y
Address dYv7
Agent\Power of Attorney Name (if used) �r s c i l I u ntt r
Address f. o. P rx 6i,p (a P C /*rardnau 91 c G 3 7o a
. Terms used in the Bid which are defined in the General conditions or Instructions will
ave the meanings indicated in the General Conditions or Instructions.
UBMITTED on Am. /S , % Q v oo
tate Contractor License No.
BIDDER is:
n Individual
3y
(Individual's Name)
Doing business as
(SEAL)
Business address:
Phone No.:
A Partnershi
By
(Firm Name)
(General Partner)
Business address:
Phone No.:
A Corporation
By
(SEAL)
, y — (SEAL)
(Corporation Name)
/VILSSeur,
to of Incorporation)
By (SEAL)
C7xcir IAodCs
(Title)
of Person Authorized to Sign)
'Pr e 5;d e,, 4 -
(Corporate Sea[)
Attest
"-
(Secretary) mi n a s 2ki#qKer
Business address: P. o. Q6x /Sq a c oa s AsA I),
Advance M o 7? o
Phone No.: -73) baa - 3l i I
Date of Qualification to do business is y -7q
A Joint Venture
By (SEAL)
(Name)
(Address)
By
(SEAL)
(Name)
(Address)
'hone Number and Address for receipt of official communications:
;Each joint venturer must sign. The manner of signing for each individual, partnership and
corporation that is a party to the joint venture should be in the manner indicated above.)
BF -10
CITY OF CAPE GIRARDEAU
2000-1 4" PAVEMENT PROGRAM
ADDENDUM #1
July 31, 2000
The following revision has been made to the above named Contract Documents:
Revised quantities are as follows:
From:
A. Timon Way— Big Bend Road to Dumais Drive
6 Furnish & Install Fill, L.F. 0.11 $
Compact & Shape Ditch
To:
A. Timon Way— Big Bend Road to Dumais Drive
6 Furnish, Place and C.Y. 112 $
Compact Borrow
From:
F. Hunters Lane— Boulder Crest Drive To Dead End
6 Furnish & Place Fill S.Y. 648 $
Compact & Shape Ditch
7 Furnish & Place Fill S.Y. 463 $
Grouted Rip -Rap
To:
F. Hunters Lane— Boulder Crest Drive to Dead End
6 Furnish, Place and C.Y. 275 $ 16-.66
Compact Borrow
;,
IS
7 Furnish & Place
Grouted Rip -Rap
S.Y. 463 $ 3 0 . oo $ 13, YJ 0. 40
This addendum must be signed and attached to your Bid Documents.
C—
i
-o 0
Date J - �s
ASPHALT, INC.
Highway 25 South P.O. Box 159 Advance, MO 63730
Previous Experience
1999 City of Cape Girardeau
1999 City of Dexter
1999 City of Advance
QUALIFICATIONS
asphalt streets
asphalt streets
asphalt streets
Equipment Available
Pavers, rollers, backhoes, graders, trucks
DRIVEWAYS PARKING LOTS PATCHING
Telephone 573-722-3111
$158,455.70
$ 92,284.80
$ 17,584.00
ASPHALT SEALING
Un
UNITED FIRE & CASUALTY COMPANY
CEDAR RAPIDS, IOWA
BID BOND
Approved by The Anterican Institute of Architects, A.I.A. Document No. A 310 February 1970 Edition
KNOW ALL MEN By TIiESE PRESENtS, that we ASA Asphalt, Inc.
P.O. Box 159, Advance, MO
as Principal, hereinafter called the Principal,
and the UNITED FIRE & CASUALTY COMPANY, a corporation duly organized under the laws of the State of IOWA,
as Surety, hereinafter called the Surety, are held and firmly bound unto City of Cape Girarde
401 Independence, Cape Girardeau, MO 63701
in the sum of
5% of Bid Amount **
as Obligee, hereinafter called the Obligee,
Dollars
($ 5% of bid ** ), 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, firnrn lily by these
presents.
WHEREAS, the Principal has submitted a bid for 2000-1 4" Pavement Program
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 material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter su&",.....t `ket,and
give such bond or bonds, if the Principal shall pay to the Obhgee the difference not to exceed the penalty,, li`e �o s'jit3txyeep.
the amount specified in said bid and such larger amount for which the Obligee may in good faith con trazt With ar}oh_er party
to perform the work covered by said bid, then this obligation shall be null and void, otherwise to rand
effect.z.
Signed and sealed this 15th day of August
ASA ASPHALT, INC. jSeal)
I cPRWCTPA
(WITNESS) } •°''•`\ w>,
Ani{ �h Pres. (TITLE)
ra ctics,
.2
UNITED FIRE & CASUALTY CO I'kNY ' seal
cs
(wnNISS)
..-•- ___-. ... __. Bvri cr•; 1 l � R Nim(P�TPRNEY-IN-FACT) - ' �"• - J � ; 11t(� � v
ACKNOWLEDGMENT OF SURETY
State of Missouri
County of Cape Girardeau
On this 15th dayof August 2000.
Personally appeared before me Priscilla B. Hunter who being duly sworn did depose and say that he/she is the
attorney-in-fact of the United Fire & Casualty Company of Cedar Rapids, Iowa, that the seal affixed to the attached instrument
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 Priscilla B. Hunter
acknowledged that he/she executed said instrument as such attorney-in-fact and as the free act and deed of said Corporation.
NANCY STRAUSHt
Notary Public - Notary Sed
State of Missouri
Cape Girardeau County
My Commission 5 pires Jun 20, 2003 Notary Public
UND-2031b
UNITED FIRE & CASUALTY COMPANY
HOME OFFICE — CEDAR RAPIDS, IOWA
CERTIFIED COPY OF POWER OF ATTORNEY
Un (Original on file at Home Office of Company - See Certification)
duly
and
ng
KNOW ALL MEN BY THESE PR(SIEoNTS,arida thegUNITits p ulcipal of CeUALCIedaOR COMPANY,
SlaterofrIowa, does make,
, constitute s and
under the laws of the State
appoint CHARLES W. DECKER, OR SIIARON GLASCU, OR ALAN II. RAUSENBERGER, OR
WILLIAM 'I'ALLMAN,
CARBONDALE, IL, OR TODD A. WARD, OR MARK A. GOODMAN,
OR PRISCILLA B. IIUNTER, UP
(Il Lt E Al1AN:;, CAGE GI1Z11RUE11U, MO,
ALL INDIVIDUALLY
of P O BOX 849 CARBONDALE IL 62903
c
its true and lawful Allot neY(s)-111-Fg
act awith
power
aridlslr
atithalY
n its
lawful bonds, undertakings and ollreiilarrallwe aslfollowso sig",YeaII
AND ALL IeBIbehalf all
BONDS
and to bind UNITED FIRE & CASUALTY FIRE &&f l`ASUAL I Y, COMfully
PANY aridthe
l Ilesame
acts extent
as said f Al orllt'eY instruments pu suant towere
thesigned
authoriitty
the duly authorized officers of UNI
hereby given are hereby ratified arid confirmed. 2001 unless sooner revoked.
The Authority hereby granted shall expire MAY 61:11
This power of Allorliey is made and executed pursuant to and by authority of lire following By -Law duly adopted by the
Board of Directors of the Company on April 18, 1973.
"Article V - Surety Bunds and Undertakings." appoint
Section 2, Appointment of Atlorney-I+r-fOct. "the President or any Vice President, or
oily other olllcer of the Company, may, from lime to gsllia do
by written certificates attorneys-In-Iac1 to Oct lot behalf of Dre Company In the execution of policies of losuranla bonds, undertakings and other
wirer, so used, being adopted by the
obligatory Irrstrwnenls of like nature. rho slgna,me of ally olllcer oulhorizeJ hereby, and We Corporate seal, pray be affixed by lacslm a 10 any
powerol 011utney or speclni power of alloruny or cerllficnllon of Miller nutlrorlzed l,e+eby: such signature and seal,
Comrpnny as Ile url,riunl sigeOlure (it such nlllcnr mitt the orlglnnl sen, ul Ile C:an I Y, Io be vnll,l and bluJlag upon Ile Company with the samro Iorce
e 114111lations set
full effect as power to bind tile rCompayy by ed. Suchsigatlu'lure and executio1. 1-10cn oil any suect to ch instruments and torattachilite seal of the Company thereto. Ther fesijective certificates a, authority
or any vice President, lire Board of Directors or oily other officer of the Coropary may at any lima revoke all power and authority previously given to
any atloney-In-lacl.
L fY COMPANY has caused these
IN WITNESS WIIEIIEOI', lire UNI I ED FIRE & CASUAal to be hereto presents
to be signed by its assistant vice president arid its corporate se tAaffixed
f 9 A.D.
.b►6llt day of MAY
'` COItOIAiE
•...
UNITED FIRE &CASUALTY COMPANY
.,,
a.nt11-�rc
rMu„unr``` B y
Y#Assistantesident
State of Iowa, County, of Linn, ss:
ey
199. before file personally carne Je Cedar Rape A. Chapin
9ds, that hes
Sinatand f
to me known. who being by tire duly swan
On this 6t It day of MAY
which executedIowa;
the
arid COMPsay:IANY the liescorrporation described
d& ted
Assistant Vice President of the UNITED FIRE
of
CASUALT Ydepose
that sea to the said instrument
and lthat uhe signech d his
sold corgiven
Directo Directors of said corporation
above instrument; that ha knows the seal
seal; that it was so affixed pursuant to authority Y the Boardeof
to like authority, and acknowledges sane to be the act and deed of said coratl
name thereto pursuant
Notar�PHC
My cornntission expires March 4 xh8 2000
. MCVAY[KS_1IE1.1Y1A
CUMMISSIUNEXPIf1ES
CEIITIFICAIION
foregoing
Mrch 4, 2(000
the UNITED FIRE
said at I hCo Coave mpany compared t
& CASUALTY y asetforth in id
11 eMSeclondof Ill
I, the undersigned officer of
copy of the Power of IAtiOrney and affidavit,
a By-LawsYofl
and lire copy o f orrect
OF Awer 'COM he same are cand
thnottbeen
Es
Power of Attorney, vvilll lire ORIGINALS
Oe
is
Attoor eynhas revoked
latid (Ila( ( tileME
id o
whole
transcripts thereof, and of life w
said orig rats.
the corporate seal of the said
now in full force and effect.
In teslintony wlteroof
I have hereunto subscribed Ilr;gra2d a F��ced
;,,,,,,err
"000
Coftlpafly thus 15th day of August
�`�auk4�
4 COIt�IAIE � , �
`
A)<AL
ecretary
V �..
4 „ant•
UNITED ETRE & C UALTY'CO1VIP'ANY 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 questions 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:
UNITED FIRE & CASUALTY COMPANY
ATTENTION: BOND DEPARTMENT
P.O. BOX 73909
CEDAR RAPIDS, IOWA 52407
1-800-343-9130
!y
UnBond No. 54-115116
UNITED FIRE & CASUALTY COMPANY
118 Second Avenue SE Cedar Rapids, Iowa 52401 319-399-5700
(A Stock Company)
PERFORMANCE BOND
Approved by The American Institute of Architects,
A.I.A. Document No. A-311 February 1970 Edition
KNOW ALL BY THESE PRESENTS, that ASA
P.O. Box 159, Advance, MO 63730
halt, Inc.
(Here insert the name and address or legal title of the Contractor)
as Principal, hereinafter called Contractor, and UNITED FIRE & CASUALTY COMPANY, a corporation organized under the
laws of the State of Iowa, as Surety, hereinafter called Surety, are held and firmly bound unto
of Cave Girardeau
401 Independence, Cape Girardeau, MO 63701
(Here insert the name and address or legal title of the Owner)
as Obligee, hereinafter called Owner, in the amount of One Hundred Ninety Six Thousand Nine Hundred Nine
and 50/100 * * * * * Dollars ($196, 909.50
for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns
jointly and severally, firmly by these presents. `
a A
WHEREAS, Contractor has by written agreement dated
entered into a contract with Owner for 2000-1: 411 Pavement grogram, Cape Girardeau, MO
in accordance with drawings and specifications prepared by
City of Cape Girardeau, Cape Girardeau, MO
(Here insert full name, title and address)
which contract is by reference made a part hereof and is hereinafter referred to as the Contract.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such
that, if Contractor shall promptly and faithfully perform said contract, then
this obligation shall be null and void; otherwise it shall remain in full force
and effect.
The Surety hereby waives notice of any alteration or extension of time made
by the Owner.
Whenever Contractor shall be, and declared by Owner to be in default under
the Contract, the Owner having performed Owner's obligations thereunder,
the Surety may promptly remedy the default, or shall promptly
1) Complete the Contract in accordance with its terms and conditions, or
2) Obtain a bid or bids for completing the Contract in accordance with its
terms and conditions, and upon determination by Surety of the lowest
responsible bidder, or,' if the Owner elects, upon determination by the
Owner and the Surety jointly of the lowest responsible bidder, arrange
for a contract between such bidder and Owner, and make available as work
progresses (even though there should be a default or a succession of defaults
under the contract or contracts of completion arranged under this paragraph)
sufficient funds to pay the cost of completion less the balance of the contract
price; but not exceeding, including other costs and damages for which the
Surety may be Gable hereunder, the amount set forth in the fust paragraph
hereof The term 'balance of the contract price," as used in this paragraph,
shall mean the total amount payable by Owner to Contractor under the Contract
and any amendments thereto, less the amount properly paid by Owner to
Contractor.
Any suit under this bond must be instituted before the expiration of two
(2) years from the date on which final payment under the contract falls due.
No right of action shall accrue on this bond to or for the use of any person
or corporation other than the Owner named herein or the heirs, executors,
administrators or successors of Owner.
Signed and sealed this % day of
In the presence of
---- --- (Witness) —.._.
itness)
UND4090h (9-94)
NFIQ?1041�
ASA A PHALT, I
• ( cipal)
7
Sat bra 91t des Prec, (Title)
UNITED FIRE & CASUALTY COMPANY (Seal)
r
sy _
Priscilla B. Hunt,4io ey-in- ct)
ACKNOWLEDGMENT OF SURETY
State of Missouri
County of Cape Girardeau
On this 8th day of September 2000.
Personally appeared before me Priscilla B. Hunter who being duly sworn did depose and say that he/she is the
attorney-in-fact of the United Fire & Casualty Company of Cedar Rapids, Iowa, that the seal affixed to the attached instrument
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 Priscilla B. Hunter
acknowledged that he/she executed said instrument as such attorney-in-fact and as the free act and deed of said Corporation.
"N
OTARYSEAL "
ary Public --
State of Missouriires 7/27/2004
Notary Public
UND-203]b
UNITED FIRE & CASUALTY COMPANY
HOME OFFICE - CEDAR RAPIDS, IOWA
CERTIFIED COPY OF POWER OF ATTORNEY
Un (Original on file at I-lome Office of Company - See Certification)
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 Iowa, and having its Principal oflicc in Cedar Rapids, State of Iowa, does make, constitute and
appoint CHARLES W. DECKER, OR SHARON Gf-,ASCO, OR ALAN If. RAUSENBERGER, OR
WILLIAM TALLMAN, CARBONDALE, IL, OR TODD A. WARD, OR MARK A. GOODMAN,
OR PRISCILLA B. HUNTER, OR CHRISTIE ADAMS, CAPE GIRARDEAU, MO,
ALL INDIVIDUALLY
of P 0 BOX 849 CARBONDALE IL 62903 and
its true and lawful Attorney(s) -in -Fact with power and authority hereby conferred to sign,YeaIAND ALLleB1behalf all
BONDS
lawful bonds, undertakings and other obligatory instruments of similar nature as follows:
to
as
such
ruments
re
gned
and to biaudthUNTED FIE orized offices of UNITED FIRE CASUALTY P&hICASUALTYY thereby as fully COMPANYI andllall the acts
loft said lf Attorneyslpu pursuant to theslauthority
the duly
hereby given are hereby ratified and confirmed. 2001 unless sooner revoked.
The Authority hereby granted shall expire MAY 6th
This power of AttorneY is made and executed pursuant to and by authority of the following By -Law duly adopted by the
Board of Directors of the Company on April 18, 1973.
"Article V - Surety Bonds and Undertakings."
Section 2, Appointment of Attorneyin•Facl. "The President or any vice President, or any other ollicer of ilia Company, may, from time to time, appoint
by written certificates allorneys•in•lact to act In behalf at the Company In like CxeCUllon of policies of Insurance, bonds, undertakings and other
obligatory Instruments of like nature. The signature of any officer authorized hereby, and ilia Corporate seal, may be affixed by facsimile to any
powerol attorney or special power of attorney or cerllllrallm, of elder authurized hereby; such signature and seat, when so used, being adopted by the
Company as the original signature of such officer and ilia adginal seal ul 1110Company, to be valid and binding po
un ilia Company wish the some force
lof1
ect to
in
rtificates
f authority
l have
hill effect as power to bind thoughmanually
Compaey by Ihelssignalu such ignature exec ultion ell any since Inslran err Isatnd tol1anaclhlthe seal respective
lilia company the thereto. The President
e
or any Vice President, Ilia Board of Directors or any other officer of Iho Company nmy at any Ilma revoke all power and aulhorily previously given to
any attorneyin•lact.
IN WITNESS WIIEREOF, the UNI) ED FIRE & CASUALTY COMPANY has caused these presents
,,,,,„n, to be signed by its assistant vice president and its corporate seal to be hereto affixed this
'wu4iy'ar, 6 t h day of MAY A.D. 1999
f�
COIt01ATE
•-. UNITED FIRE &CASUALTY COMPANY
DIAL_ Q
�jl
'wuurrr„��� By
Assista*V'eesident
State of Iowa, County of Linn, ss:
On this 6th day of MAY
that he resides in Cedar Rapids, State of Iowa; that he is an
1999, before nle personally came Jeffrey A. 1011,11711111to
me known, who being by me duly sworn,
did depose and say:
CASUALTY COMPANY, the corporation described in and which executed the
Assistant Vice President of lite UNITED FIRE
&
said corporation; ilia( the seal affixed to the said instrument is such corns
above instrument; that he knows the seal of signed ed his
iby the Board of Directors of said corporation and that he
seal; that it was so affixed pursuant to authority given
name thereto pursuant to like authority, and acknowledges same to be the act and deed of said co ration C O��
Notary P tic
SHERYLA.MCVAY
My commission expires March 4 xtO 2000
• �
MYCOMh11SS10NEMPIRES
CERTIFICATION
March'f 2000
I, the undersigned officer of the UNITED FIRE & CASUALTY COMPANY, do hereby certify that I have compared the foregoing
By -Laws of said Company as set forth in said
copy of the Power of Attorney and affidavit,
and the copy of the Section of the
OF
rrevokedcorrect
IOME OFFICE
Power ORIGINALS
lofthe
FILE s
hand that Power offMAto neynhaslhat notlhe been
wl whole (ON
scripts thereof, and the lle
said originatls,
now in full force and effect.
In testimony whereof I have hereunto subscribed my name and off' ed the corporate seal of the said
�pn
�w; Company this 8th
day of September K9 2000
° COIIOtA1E
•
It
$SAL
.,.
�,4 4W4C,
ecretary
40"460"”,
UNITED,, FIRE & CASUALTY COMPANY UNITED LIFE INSURANCE COMPANY
1 1 6 SECOND AVENUE, S.E„y P.C. BOX 739D9CE- DAR RAPIDS, IOWA 5,2407
NOTICE TO MISSOURI SURETY BOND HOLDERS
Should you have a questions 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:
UNITED FIRE & CASUALTY COMPANY
ATTENTION: BOND DEPARTMENT
P.O. BOX 73909
CEDAR RAPIDS, IOWA 52407
1-800-343-9130
Un Bond No. 54-115116
UNITED FIRE & CASUALTY COMPANY
118 Second Avenue SE Cedar Rapids, Iowa 52401 319-399-5700
(A Stock Company)
LABOR AND MATERIAL PAYMENT BOND
Approved by The American Institute of Architects
THIS BOND IS ISSUED SIMULTANEOUSLY WITH PERFORMANCE BOND IN FAVOR OF THE
OWNER CONDITIONED ON THE FULL AND FAITHFUL PERFORMANCE OF THE CONTRACT
AIA DOC. A311 FEB. 1970 ED.
KNOW ALL BY THESE PRESENTS:
That ASA Asphalt, Inc.
(here insert the name and address or legal title of the Contractor)
P.O. Box 159, Advance, MO 63730
as Principal, hereinafter called Principal, and UNITED FIRE & CASUALTY COMPANY, a corporation organized under the laws
of the State of Iowa, as Surety, hereinafter called Surety, are held and firmly bound unto
City of Cape
401 Independence, Cape Girardeau, MO 63701
(here insert the name and address or legal title of the Owner)
as Obligee, hereinafter called Owner, for the use and benefit of claimants as hereinbelow defined, in the amount of
One Hundred Ninety Six Thousand Nine Hundred Nine and 50/100Dollars ($196,909.50 ),
for the payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns,
jointly and severally, firmly by these presents.
WHEREAS, Principal has by written agreement dated
entered into a contract with Owner for 2000-1 4" Pavement Program, Cape Girardeau, MO
in accordance with drawings and specifications prepared by _City of Cape Girardeau, Cape Girardeau, MO
(here insert full name, title and address)
which contract is by reference made a part hereof, and is hereinafter referred to as the Contract.
Now, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if the Principal shall promptly make payment to
all claimants as hereinafter defined, for all labor and material used or reasonably required for use in the performance of the
Contract, then this obligation shall be void; otherwise it shall remain in full force and effect, subject, however, to the following
conditions:
1. A claimant is defined as one having a direct contract with the Principal or with a subcontractor of the Principal for labor,
material, or both, used or reasonably required for use in the performance of the contract, labor and material being
UND-2091b (9-94)
construed to include that part of water, gas, power, light, heat, oil, gasoline, telephone service or rental of equipment directly
applicable to the Contract.
2 The above named Principal and Surety hereby jointly and severally agree with the Owner that every claimant as herein
defined, who has not been paid in full before the expiration of a period of ninety (90) days after the date on which the
last of such claimant's work or labor was done or performed, or materials were furnished by such claimant, may sue on
this bond for the use of such claimant, prosecute the suit to final judgment for such sum or sums as may be justly due
claimant, and have execution thereon. The Owner shall not be liable for the payment of any costs or expenses of any such
suit.
3. No suit or action shall be commenced hereunder by any claimant,
(a) Unless claimant, other than one having a direct contract with the Principal, shall have given written notice to any two
of the following. The Principal, the Owner, or the Surety above named, within ninety (90) days after such claimant did or
performed the last of the work or labor, or furnished the last of the materials for which said claim is made, stating with
substantial accuracy the amount claimed and the name of the party to whom the materials were furnished, or for whom
the work or labor was done or performed. Such notice shall be served by mailing the same by registered mail or certified
mail, postage prepaid, in an envelope addressed to the Principal, Owner or Surety, at any place where an office is regularly
maintained for the transaction of business, or served in any manner in which legal process may be served in the state in
which the aforesaid project is located, save that such service need not be made by a public officer.
(b) After the expiration of one (1) year following the date on which Principal ceased work on said Contract, it being understood,
however, that if any limitation embodied in this bond is prohibited by any law controlling the construction hereof such
limitation shall be deemed to be amended so as to be equal to the minimum period of limitation permitted by such law.
(c) Other than in a state court of competent jurisdiction in and for the county or other political subdivision of the state
in which the project, or any part thereof, is situated, or in the United States District Court for the district in which the
project, or any part thereof, is situated, and not elsewhere.
4. The amount of this bond shall be reduced by and to the extent of any payment or payments made in good faith hereunder,
inclusive of the payment by Surety of mechanics' liens which may be filed of record against said improvement, whether
or not claim for the amount of such lien be presented under and against this bond.
Signed and sealed this day of o ���� AD. W-?OO4
V
In the presence of. ASA ASPHALT, INC. (Seal)
(Principal)
(Witness) a hd r4
91uJet_ j res. (Title)
UNITED FIRE & CASUALTY COMPANY (Sea!)
`/`7
(WitnessF ey-in-(act)
Priscilla B. Hurif��rP
ACKNOWLEDGMENT OF SURETY
State of Missouri
County of Cape Girardeau
On this 8th day of September 2000.
Personally appeared before me Priscilla B. Hunter who being duly sworn did depose and say that he/she is the
attorney-in-fact of the United Fire & Casualty Company of Cedar Rapids, Iowa, that the seal affixed to the attached instrument
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 Priscilla B. Hunter
acknowledged that he/she executed said instrument as such attorney-in-fact and as the free act and deed of said Corporation.
[NOTARY SEAL "
Ellen M. Ly, Notary Public
Cape Girardeau County, State of Missouri
Commission Expires 71272004
UND-2031b
Notary Public
' UNITED FIRE & CASUALTY COMPANY
HOME OFFICE - CEDAR RAPIDS, IOWA
CERTIFIED COPY OF POWER OF ATTORNEY
(Original on file at I -tome Office of Company - See Certification)
KNOW ALL MEN BY THESE PRESENTS, That the UNITED FIRE & CASUALTY COMPANY, a corporation duly organized and existing
under the laws of the Slate of Iowa, and having its principal office In Cedar Rapids, Stale of Iowa, does make, constitute and
appoint CHARLES W. DECKER, OR SHARON GL,ASCO, OR ALAN H. RAUSENBERGER, OR
WILLIAM TALLMAN, CARBONDALE, IL, OR 'TODD A. WARD, OR MARK A. GOODMAN,
OR PRISCILLA B. HUNTER, OR CURISTIE ADAMS, CAPE GIRARDEAU, MO,
ALL INDIVIDUALLY
of P 0 BOX 849 CARBONDALE IL 62903
its true and lawful Attorney(s) -in-Fact with power and authority hereby conferred to sign, seal and
execute
Bin its
behalf all
lawful bonds, undertakings and other obligatory instruments of similar nature as follows: A
and to bind UNITED FIRE & CASUALTY COMPANY thereby as fully and to the same extent as if such instruments were signed by
the duly authorized officers of UNITED FIRE & CASUALTY COMPANY and all the acts of said Attorney, pursuant to the authority
hereby given are hereby ratified and confirmed. MAY 61:11
2001 unless sooner revoked.
The Authority hereby granted shall expire
This power of Attorney is made and executed pursuant to and by authority of the following By -Law duly adopted by the
Board of Directors of the Company on April 18, 1973.
"Article V - Surety Bonds and Undertakings."
Section 2, Appointment of Attorney -in -Fact. "The President or any Vice Presldenl, or any other officer of the Company, may, from time to time, appoint
by written certificates allorneys-iii•facl to act In behalf of the Company ht the execution of policies of Insurance, bonds, undertakings and other
obligatory Instruments of like nature. The srgnalure or any officer authorized hereby, and the Corporate seal, may be affixed by facsimile to any
powerol attorney or special power or attorney or certification of eilher aulhmlze.l hereby; such signature and seat, when so used, being adopted by the
Company as the original signature of such officer and the uriglnol soul or Iho Company, to be valid and binding upon Iho Company will' the same force
and effect as though manually affixed. Such altorneys-in-lacl, subject to the limitations set forlb In their respective certllicales of authority shall have
full power to bind the Company by their signature and execulion or any such Inslnunenls and to attach the seal of the Company thereto. The President
or any Vice President. the Board or Directors or any other officer or lite company may at any lime revoke all power and authorily previously given to
any ellorneyIn•lacl.
IN WITNESS WIIEREOF, lite UNITED FIRE & CASUALTY COMPANY has caused these presents
to be signed by its assistant vice president and its corporate seal to be hereto aff affixed
D
)j<01. 6t11 day of MAY
C01101A1E
— UNITED UNITED FIRE &CASUALTY COMPANY
SIAL ,
By ,
Assistant President
State of Iowa, County of Llnn, ss:
On this 6th day of MAY
1999, before me personally came Jeffrey A. Chapin
that he resides in Cedar Rapids, State of Iowa; that he is an
to me known, who being by me duly sworn,
did depose and say:
& CASUALTY COMPANY, e corporation described in and which executed the
lit
Assistant Vice President of the UNITED FIRE
said corporation; that the seal affixed to the said instrument is such corporated
above instrument; that he knows the seal of
given by the Board of Directors of said corporation and that he signed his
seal; that it was so affixed pursuant to authority
name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corpWration.
Notary P tic
SHERYLA.MCVAY
My commission expires March It A0 2000
' MY COIKIISS1oNEXPIRES
CERTIFICATION
March 4, 2000
I, the undersigned officer of the UNITED FIRE
& CASUALTY COMPANY, do hereby certify that I have compared the foregoing
By -Laws of said Company as set forth in said
copy of the Power of Attorney and affidavit,
and the copy of the Section of lite
OFFICE OF SAID COMPANY, and that the same are correct
Power of Attorney, with the ORIGINALS ON
FILE IN 1HE HOME
and that the said Power of Attorney has not been revoked and is
transcripts thereof, and of the whole of 1110
said originals,
now in full force and effect.
In testimony whereof I have hereunto subscribed my name and a1f' ed the corporate seal of the said
emu ��i�; Company this 8th
NO
day of September K9 2000
° CO1101A1E�
BRAL
G���
ecretary
'tyuuwu"l
UNITED FIRE & CASUALTY COMPANY UNITED LIFE. INSURANCE COMPANY
118 SECOND AVENUE, S.E., P.O. BOX 73909 CEDARS RAPIDS, IOM(A 52407
NOTICE TO MISSOURI SURETY BOND HOLDERS
Should you have a questions 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:
UNITED FIRE & CASUALTY COMPANY
ATTENTION: BOND DEPARTMENT
P.O. BOX 73909
CEDAR RAPIDS, IOWA 52407
1-800-343-9130
CHANGE ORDER NO. 1
PROJECT TITLE 2000-14" Pavement Program
CONTRACT DATE September 15, 2000
CONTRACTOR ASA Asphalt, Inc.
The following changes are hereby made to the Contract Documents:
ADD: Installation of 265 feet of concrete ditch liner for Timon Way. Payment shall be
on a Square Yard basis. (Section A in The Unit Price Bid documents.)
Removal of two trees which are in the north ditch line for Timon Way. Payment
shall be on a Lump Sum basis. (Section A in the Unit Price Bid documents.)
TIMON WAY—Big Bend Road to Dumais Drive
Est.
Unit
Total
No. Item Unit
Qty.
Price
Price
13. Concrete Ditch Liner S.Y.
196
$ 14.00
$2,744.00
14. Tree Removal (38" Cir. L.S.
2
$ 1,250.00
$2,500.00
and over)
JUSTIFICATION
It was necessary to clean out a portion of ditch to establish proper drainage. The
Earth bottom is on a steep slope and will erode quickly without adequate protection. The
Concrete Ditch Liner will provide this protection.
It is necessary to remove two medium size trees in the north ditch line for Timon
Way which will allow widening the street width and providing adequate drainage.
CHANGE TO CONTRACT PRICE
Original contract price:
$196,909.50
Current contract price as adjusted by previous change orders:
$196,909.50
r.
Change Order No. 1
2000-14" Pavement Program
Page 2 of 2
Current contract price due to this change order will be increased by:
$ 5,244.00
The new contract price due to this change order will be:
$202,153.50
CHANGE TO CONTRACT TIME
There will be no change in Contract Time.
APPROVALS REQUIRED:
To be effective, this Order must be approved by the Owner if it changes the scope or
objective of the project, or may otherwise be required under the terms of the
Supplementary General Conditions of the Contract.
Recommended by P, - Date 1/1/—
Project
1 —Project Manager
Approved by /1
Approved by
Engineer
City Manager
Date
Date /Z -7 3-6 6
Accepted byL'/�'L2�t�. Date
for ASA Asphalt, Inc.
CHANGE ORDER # 2
PROJECT TITLE 2000-14" Pavement Pro
CONTRACT DATE September 15, 2000
CONTRACTOR ASA Asphalt, Inc.
The following changes are hereby made to the Contract Documents:
SECTION ONE:
ADD: Pavement for two additional streets as follows:
NO
ITEM
UNIT
EST.
$
UNIT
$
TOTAL
2
Liquid Asphalt
Gals.
QTY.
$
PRICE
EST. PRICE
K.
AMETHYST STREET
— FREDERICK STREET WESTWARD TO DEAD
END
1
Asphaltic Concrete
Tons
84
$
36.00
$
3,024.00
2
Liquid Asphalt
Gals.
122
$
1.50
$
183.00
3
Clean Out Ditches
L.F.
310
$
2.50
$
775.00
4
Grading
S.Y.
380
$
2.50
$
950.00
5
Seed and Straw
Acres
0.10
$
2,500
$
250.00
TOTAL FOR SECTION K ..............................
$
5,182.00
L. FOUNTAIN STREET — NORTH END BOULEVARD TO DEAD END
1
Asphaltic Concrete
Tons
127
$
36.00
$
4,572.00
2
Liquid Asphalt
Gals.
206
$
1.50
$
309.00
3
Clean Out Ditches
L.F.
180
$
2.50
$
450.00
4
Grading
S.Y.
564
$
2.50
$
1,410.00
5
Seed and Straw
Acres
0.12
$
2,500
$
300.00
Change Order No. 2
2000-14" Pavement Program
Page 2 of 4
TOTAL FOR SECTION L .............................. $ 7,041.00
SECTION TWO:
Pavement for Hunze Drive is extended by approximately 140 feet. Pay items are adjusted
as follows:
$ 8,856.00
$ 598.50
$ 1,467.00
$ 3,417.00
$ 3,936.00
$ 1,000.00
$ 121.00
TOTAL FOR SECTION H .............................. $19,395.50
(ORIGINAL)
H.
HUNZE DRIVE — COLLINS
STREET TO HOPPER
ROAD
1
Asphaltic Concrete
Tons
246
$
36.00
2
Liquid Asphalt
Gals.
399
$
1.50
3
Clean Out Ditches
L.F.
489
$
3.00
4
Grading
S.Y.
1,139
$
3.00
5
Furnish & Place Grouted Rip-
S.Y.
123
$
32.00
Rap
6
Area Inlet (West Side)
Each
1
$
1,000.00
7
Seed and Straw
Acres
0.22
$
550.00
$ 8,856.00
$ 598.50
$ 1,467.00
$ 3,417.00
$ 3,936.00
$ 1,000.00
$ 121.00
TOTAL FOR SECTION H .............................. $19,395.50
(AS EXTENDED)
H.
HUNZE DRIVE —
HOPPER ROAD NORTH TO A PRIVATE DRIVEWAY
1
Asphaltic Concrete
Tons
307
$
36.00 $ 11,052.00
2
Liquid Asphalt
Gals.
497
$
1.50 $ 745.50
3
Clean Out Ditches
L.F.
489
$
3.00 $ 1,467.00
4
Grading
S.Y.
1,419
$
3.00 $ 4,257.00
Change Order No. 2
2000-14" Pavement Program
Page 3 of 4
5 Furnish & Place Grouted Rip- S.Y. 123 $ 32.00
Rap
6 Area Inlet (West Side) Each 1 $ 1,000.00
7 Seed and Straw Acres 0.22 $ 550.00
TOTAL FOR SECTION H ..............................
$ 3,936.00
$ 1,000.00
$ 121.00
$22,578.50
JUSTIFICATION
Amethyst Street and Fountain Street are the last of the gravel streets listed pavement by the
Trust Fund. Since they are relatively short, it is good sense to avoid the costs of set up and re-
bidding for such a small amount of work.
The end of the paved portion of Hunze Drive will be brought to the end of the right-of-way.
CHANGE TO CONTRACT PRICE
Original contract price:
$196,909.50
Current contract price as adjusted by previous change orders:
$202,153.50
Current contract price due to this change order will be increased by:
$ 54,197.00
The new contract price due to this change order will be:
$256,350.50
CHANGE TO CONTRACT TIME
There will be no change to the contract time.
Change Order No. 2
2000-14" Pavement Program
Page 4 of 4
APPROVALS REQUIRED:
To be effective, this Change Order must be approved by the Owner if it changes the scope
or objective of the project, or may otherwise be required under the terms of the Supplementary
General Conditions to the Contract.
Recommended by ( �C C Date - 12 ,210 r
Proiect Manaizer
I1
A
Date P2-- S - -0
Date / C _/3'__0(J
Accepted by <�.; G'/C �. i Date h�_
for ASA Asphalt, Inc.
CHANGE ORDER #3 AND FINAL
PROJECT NAME 2000-1 4" ASPHALT PROGRAM
CONTRACTOR ASA ASPHALT
CONTRACT DATE SEPTEMBER 15, 2000
The following changes are here by made to the Contract Documents:
Item No. 1: Changes to bid items
Changed from:
A. TIMON WAY -BIG BEND ROAD TO
DUMAIS DRIVE
1 Asphaltic Concrete
Tons
829
$ 36.00 $
29,844.00
1006.43
$
36,231.48
177.43
$
6,387.48
2 Liquid Asphalt
Gals.
1343
$ 1.50 $
2,014.50
1150
$
1,725.00
0
$
(289.50)
3 Remove Pipe
L.F.
77
$ 2.50 $
192.50
135
$
337.50
58
$
145.00
4 Install 15" RCP
L.F.
30
$ 32.00 $
960.00
32
$
1,024.00
2
$
64.00
5 Install 15" CMP
L.F.
60
$ 28.00 $
1,680.00
46
$
1,288.00
0
$
(392.00)
6 Furnish, Place and Compact
112
$ 15.00 $
1,680.00
112
$
1,680.00
0
$
-
Borrow
7 Furn & Place Gr Rip -Rap
S.Y.
1089
$ 20.00 $
21,780.00
1849.92
$
36,998.40
760.9.2
$ 15,218.40
8 Adjust S.S. Manholes
Each
2
$ 200.00 $
400.00
2
$
400.00
0
$
-
9 Adj Gas/Water Valve Covers
Each
0
$ 100.00 $
0
0
$
-
10 Fur & Insl No. 2 Gr Aggregate
Tons
100
$ 10.00 $
1,000.00
62.62
$
626.20
0
$
(373.80)
11 Clean Out Ditches
L.F.
750
$ 2.50 $
1,875.00
2253
$
5,632.50
1503
$
3,757.50
12 Seed and Straw
Acres
0.81
$2,500.00 $
2,025.00
0.81
$
2,025.00
0
$
-
13 Concrete ditch liner
S.Y.
0.00
$ 14.00 $
2,744.00
196
$
2,744.00
196
14 Tree Removal
L.S.
$1,250.00 $
2,500.00
2
$
2,500.00
2
TOTAL FOR SECTION A ...................................
$
68,695.00
$
93,212.08
$ 24,517.08
B. DEPAUL LANE -COUNTRY CLUB DRIVE
TO
DRIVEWAY
1 Asphaltic Concrete
Tons
102
$ 36.00$
3,672.00
115.48
$
4,157.28
13.48
$
485.28
2 Liquid Asphalt
Gals.
170
$ 1.50$
255.00
100
$
150.00
0
$
(105.00)
3 Clean Out Ditches
L.F.
250
$ 2.50 $
625.00
429
$
1,072.50
179
$
447.50
4 Grading
S.Y.
423
$ 2.50 $
1,057.50
462
$
1,155.00
39
$
97.50
5 Seed and Straw
Acres
0.12
$2,500.00$
300.00
0.12
$
300.00
0
$
-
TOTAL FOR SECTION B ...................................
$
5,909.50
$
6,834.78
$
925.28
C. DONNA LANE-TIMON WAY TO DEAD
END
1 Asphaltic Concrete
Tons
114
$ 36.00 $
4,104.00
127.98
$
49607.28
13.98
$
503.28
2 Liquid Asphalt
Gals.
184
$ 1.50 $
276.00
120
$
180.00
(64)
$
(96.00)
3 Grouted Rip -Rap
S.Y.
114
$ 30.00 $
3,420.00
86.7
$
2,601.00
0
$
(819.00)
4 Clean Out Ditches
L.F.
70
$ 2.50 $
175.00
382
$
955.00
312
$
780.00
5 Manhole
Each
2
$ 200.00 $
400.00
1
$
200.00
0
$
(200.00)
6 Seed and Straw
Acres
0.10
$ 2,500.00 $
250.00
0
$
-
0
$
(250.00)
TOTAL FOR SECTION C ...................................
$
8,625.00
$
8,543.28
$
( 81.72)
D. LORIMIER STREET -MILL STREET
TO
PEARL STREET
1 Asphaltic Concrete
Tons
183
$ 36.00 $
6,588.00
197.07
$
79094.52
14.07
$
506.52
2 Liquid Asphalt
Gals.
297
$ 1.50 $
445.50
187
$
280.50
0
$
(165.00)
3 Remove Concrete
S.Y.
16
$ 10.00 $
160.00
133.3
$
19333.00
117.30
$
1,173.00
4 Constr 6" Int Curb & Gutter
L.F.
80
$ 20.00 $
1,600.00
96
$
1,920.00
16
$
320.00
5 Construct Ditch
L.F.
100
$ 4.00 $
400.00
20
$
80.00
0
$
(320.00)
6 Seed and Straw
Acres
0.17
$ 2,500.00 $
425.00
0.17
$
425.00
0
-
TOTAL FOR SECTION D ...................................
$
9,618.50
$
11,133.02
$
1,514.52
PEARL STREET -FOUNTAIN STREET TO LORIMIER STREET
E.
1 Asphaltic Concrete
Tons
146
$ 36.00
$
5,256.00
143.11
$
5,151.96
0
1 Asphaltic Concrete
Tons
180
$
36.00
$
6,480.00
199.53
$
7,183.08
19.53
$
703.08
2 Liquid Asphalt
Gals.
291
$
1.50
$
436.50
188
$
282.00
0
$
(154.50)
3 Construct Ditch
L.F.
100
$
4.00
$
400.00
185
$
740.00
85
$
340.00
4 Excavation
C.Y.
133
$
5.00
$
665.00
133
$
665.00
0
$
-
5 Extend 15" CMP
L.F.
8
$
30.00
$
240.00
8
$
240.00
0
$
-
6 Adjust Manhole
Each
2
$
200.00
$
400.00
1
$
200.00
0
$
(200.00)
7 Seed and Straw
Acres
0.20
$2,500.00
$
500.00
0.2
$
500.00
0
$
-
TOTAL FOR SECTION E ...................................
TOTAL FOR SECTION J
$
9,121.50
4,452.00
$
9,810.08
4,222.98
$
688.58
F. HUNTERS LANE -BOULDER CREST DRIVE TO
$
-
DEAD END
1 Asphaltic Concrete
Tons
717
$
36.00
$
25,812.00
790.11
$
28,443.96
73.11
$
2,631.96
2 Liquid Asphalt
Gals.
1,162
$
1.50
$
1,743.00
625
$
937.50
0
$
(805.50)
3 Grading
L.F.
3,290
$
1.25
$
4,112.50
3290
$
4,112.50
0
$
-
4 Clean Out Ditch
L.F.
440
$
2.50
$
1,100.00
587
$
1,467.50
147
$
367.50
5 Cut New Ditch
L.F.
240
$
5.00
$
1,200.00
779
$
3,895.00
539
$
2,695.00
6 Furnish, Place, Comp Borrow
C.Y.
275
$
15.00
$
4,125.00
275
$
4,125.00
0
$
-
7 Fum & Place Gr Rip -Rap
S.Y.
463
$
30.00
$
13,890.00
701.6
$
21,048.00
238.6
$
7,158.00
8 Install 24" C.M.P.
L.F.
6
$
32.00
$
192.00
10
$
320.00
4
$
128.00
9 Remove Pipe
L.F.
22
$
4.00
$
88.00
30
$
120.00
8
$
32.00
10 Adjust Manhole
Each
4
$
200.00
$
800.00
3
$
600.00
0
$
(200.00)
11 Ad Gas/Water Valve Covers
Each
2
$
100.00
$
200.00
0
$
-
0
$
(200.00)
12 Construct Drainage Inlet
Each
1
$
200.00
$
200.00
1
$
200.00
0
$
-
13 Fur & Insl No 2 Graded Aggregate
Tons
100
$
12.00
$
1,200.00
305.92
$
3,671.04
205.92
$
2,471.04
14 Seed and Straw
Acres
0.75
$ 2,500.00
$
1,875.00
0.75
$
1,875.00
0
$
-
TOTAL FOR SECTION F ...................................
$
56,537.50
$
70,815.50
$
14,278.00
G. COLLINS STREET -MT. AUBURN
ROAD TO
HUNZE DRIVE
1 Asphaltic Concrete
Tons
245
$
36.00
$
8,820.00
253.03
$
9,109.08
8.03
$
289.08
2 Liquid Asphalt
Gals.
396
$
1.50
$
594.00
230
$
345.00
0
$
(249.00)
3 Grading
L.F.
1132
$
3.00
$
3,396.00
1132
$
3,396.00
0
$
4 Seed and Straw
Acres
0.24
$29500.00
$
600.00
0.24
$
600.00
0
TOTAL FOR SECTION G ..................................
$
13,410.00
$
13,450.08
$
40.08
H. HUNZE DRIVE--COLLINS STREET TO HOPPER
ROAD
1 Asphaltic Concrete
Tons
246
$
36.00
$
8,856.00
327.72
$
11,797.92
2072
$
745.92
2 Liquid Asphalt
Gals.
399
$
1.50
$
598.50
230
$
345.00
(267)
$
(400.50)
3 Clean Out Ditch
L.F.
489
$
3.00
$
1,467.00
713
$
2,139.00
224
$
672.00
4 Grading
S.Y.
1,139
$
3.00
$
3,417.00
1320
$
3,960.00
(99)
$
(297.00)
5 Fur & Place Grouted Rip -Rap
S.Y.
123
$
32.00
$
3,936.00
176.4
$
5,644.80
53.4
$
1,708.80
6 Area Inlet (West Side)
Each
1
$1,000.00
$
1,000.00
1
$
11000.00
0
$
-
7 Seed and Straw
Acres
0.22
$2,500.00
$
550.00
0.22
$
550.00
0
$
-
TOTAL FOR SECTION H .................................
$
19,824.50
$
25,436.72
$
2,429.22
I. HILL STREET (RIVERVIEW}-JOHNSON STREET TO RAND
STREET
1 Asphaltic Concrete
Tons
146
$ 36.00
$
5,256.00
143.11
$
5,151.96
0
$
(104.04)
2 Liquid Asphalt
Gals.
236
$ 1.50
$
354.00
125
$
187.50
0
$
(166.50)
3 Seed and Straw
Acres
0.14
$2,500.00
$
350.00
0.14
$
350.00
0
TOTAL FOR SECTION I
..................................
$
5,960.00
$
5,689.46
$
(270.54)
J. HILL STREET (ROBERTS STREET)- VACATED ROBERTS
ST TO DEAD END
1 Asphaltic Concrete
Tons
110
$ 36.00
$
3,960.00
107.93
$
3,885.48
0
$
(74.52)
2 Liquid Asphalt
Gals.
178
$ 1.50
$
267.00
75
$
112.50
0
$
(154.50)
3 Seed and Straw
Acres
0.09
$2,500.00
$
225.00
0.09
$
225.00
0
TOTAL FOR SECTION J
..................................
$
4,452.00
$
4,222.98
0
$
(229.02)
TOTAL FOR ALL SECTIONS ........
$ 205,336.52 $ 249,147.98 $43,811.48
AMETHYST STREET
Install 24" CMP
L.F.
54
$
32.00
$
1,728.00
B
Furn& Install No. 2 graded agg
1 Asphaltic Concrete
Tons
84
$
36.00
$ 3,024.00
109.56
$
3,944.16
$ 920.16
2 Liquid Asphalt
Gals.
112
$
1.50
$ 183.00
150
$
225.00
$ 42.00
3 Clean Out Ditch
L.F.
310
$
2.50
$ 775.00
335
$
837.50
$ 62.50
4 Grading
S.Y.
380
$
2.50
$ 950.00
430
$
1,075.00
$ 125.00
5 Seed and Straw
Acres
0.1
2,500.00
$ 250.00
0.1
$
250.00
L.F.
36
$
28.00
$
1,008.00
E.
Install & furnish No. 2
$1,149.66
FOUNTAIN STREET
Graded aggregate
Tons
63.37
$
10.00
$
1 Asphaltic Concrete
Tons
127
$
36.00
$ 4,572.00
171.87
$
6,187.32
$ 1,615.32
2 Liquid Asphalt
Gals.
206
$
1.50
$ 309.00
160
$
240.00
$ (69.00)
3 Clean Out Ditch
L.F.
180
$
2.50
$ 450.00
124
$
310.00
$ (140.00)
4 Grading
S.Y.
564
$
2.50
$ 1,410.00
620
$
1,550.00
$ 140.00
5 Seed and Straw
Acres
0.12
2,500.00
$ 300.00
0.12
$
300.00
642.30
H.
Furnish & install No. 2
$1,546.32
Additional Contract Items
A.
Install 24" CMP
L.F.
54
$
32.00
$
1,728.00
B
Furn& Install No. 2 graded agg
Tons
44.62
$
10.00
$
446.20
D.
Concrete Drop Box
LS
1
$
500.00
$
500.00
D.
Grading
S.Y.
862
$
2.50
$
2,155.00
D.
Excavation
C.Y.
10
$
5.00
$
50.00
D.
Furnish & Install No. 2
Graded aggregate
Tons
70.76
$
10.00
$
707.60
D.
Install 12" CMP
L.F.
36
$
28.00
$
1,008.00
E.
Install & furnish No. 2
Graded aggregate
Tons
63.37
$
10.00
$
633.70
E.
Grading
S.Y.
800
$
2.50
$
2,000.00
I.
Grading
S.Y.
492
$
2.50
$
1,230.00
I.
Clean Out Ditches
L.F.
175
$
2.50
$
437.50
J.
Grading
S.Y.
635.55
$
2.50
$
1,588.88
G.
Furnish & install No. 2
Graded aggregate
Tons
64.23
$
10.00
$
642.30
H.
Furnish & install No. 2
Graded aggregate
Tons
178.78
$
10.00
$
1,787.80
D.
Repair damaged sewer line
$
104.84
F.
Install 18" CMP
L.F.
34
$
32.00
$
1,088.00
F.
Install used 18" CMP
LS
$
250.00
$
784.25
F.
Remove 14" diameter tree
LS
$
250.00
$
250.00
Place rock in ditches on
DePaul & Amethyst
$
2,157.33
Sub -total
$65,806.86
Less
Error on Change Order 2
$38,791.00
Total
Chanoe Order
$27,015.86
JUSTIFICATION
The purpose of this change order is to bring the bid quantities up to actual constructed values.
The additional /decreased quantities represent instances where locations spelled out by the contract needed
more or less work than was previously anticipated. Also, additional streets were added to the program after the
contract was let.
CHANGE TO CONTRACT PRICE
Original contract price:
$196,909.50
Current contract price as adjusted by previous change orders:
$256,350.50
Current contract price due to this change order will be increased by:
$27,015.86
The new contract price due to this change order will be:
$283,366.36
CHANGE TO CONTRACT TIME
Original contract time:
Substantial completion time ---December 8, 2000
Final completion time -----------December 23, 2000
Current contract time as adjusted by previous change orders:
No change
Current contract time due to this change order will be increased by: 158 days
Additional work was added to this contract which increased the construction time. Also, this contract
was carried over the winter during which time the asphalt plant was closed down.
APPROVALS REQUIRED:
To be effective, this Change Order must be approved by the Owner if it changes the scope or objective
of the project, or may otherwise b e require under the terms of the Supplementary General Conditions to the
Contract.
Recommended by: ' _ Date
Mar A: Le ter, City ngineer
Approved by
Mic Miller, Cl
a a
Accepted by ��SA=�7; Date l — 3-6
Asa Asphalt, Inc.