HomeMy WebLinkAboutRES.2453.05-18-2009BILL NO. 09-92
RESOLUTION NO. " K
A RESOLUTION AUTHORIZING THE INTERIM CITY
MANAGER TO EXECUTE A CONTRACT WITH ASA
ASPHALT, INC., FOR THE 2009 OVERLAY PROGRAM,
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 Interim City Manager, for and on behalf of
the City of Cape Girardeau, Missouri, is hereby authorized to
execute a Contract with ASA Asphalt, Inc., for the 2009 Overlay
Program, in the City of Cape Girardeau, Missouri. A copy of
said Contract is attached to this Resolution and made a part
hereof.
PASSED AND ADOPTED THIS / DAY OF 20�.
Ja (5e �
Knudtson, Mayor
CITY OF CAPE GIRARDEAU
2009 Overlay Program
STANDARD FORM OF AGREEMENT
BETWEEN OWNER AND CONTRACTOR
ON THE BASIS OF A STIPULATED PRICE
THIS AGREEMENT is dated as of the day of in the year
2009 by and 1between the City of Cape Girardeau, Missouri (h reinafter called OWNER)
and {; i-#5.�11u,L . (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:
a. PLANT MIX BITUMINOUS PAVEMENT- BP2- 2"
• Ranney Ave. from Locust St. to Hackberry St.
• Linden St. from Sprigg St. to Sturdivant St.
• Optimist Dr. from Spartech Dr. to Lions Way
• Jaycee Dr. from Optimist Dr. to 66' south of Spartech Dr
• Kiwanis Dr. from Broadview St. to Jaycee Dr.
• Locust from Pacific St. to Benton St.
• Broadway from Forest Ave. to Perry Ave.
• Clark from Marietta St. to the South for 470'
• West Cape Rock Dr. from Perryville Rd. to Lexington Ave.
• Themis St. from 62' east of Silver Springs Rd. continuing east for
775'
• Cherry Hill Circle from Parkview Dr. to Parkview Dr.
• Parkview Dr. from Perry Ave to West End Blvd.
• Middle St. from Broadway to North St.
• Lorimier St. from Independence to Broadway
• Hanover St. from Independence St. to Good Hope St.
• Hanover St. from Bloomfield St. to Jefferson Ave.
• Hanover St. from College St. to Jefferson Ave.
• Pacific St. from Morgan Oak to Jefferson Ave.
• Sprigg St. from William St. to Hwy. 74
• Sprigg St. from Bertling St. to Lexington Ave.
• Sprigg St. from Hwy 74 to 196' south of Southern Expressway
• Giboney Ave. from Southern Expressway to Sprigg St.
A-1
• West End Blvd. from New Madrid St. to Highland Dr.
• Fountain St. from North St. to Olive St.
• Southern Expressway from Sprigg St. going west for 425'
b. CITY APPROVED MATERIAL -SUCH AS MICROSURFACING, THIN MIX,
ETC- LESS THAN OR EQUAL TO 1 "
• Sturdivant St. from Linden St. to Fort St.
• Maple St. from Sprigg St. to Giboney
c. PLANT MIX BITUMINOUS BASE COURSE- 3"
• Water Plant #2 Parking Lot 3099 South Sprigg St
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 will be substantially completed within eighty five (85) 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 five (105) 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 five hundred dollars $500.00 for each day
that expires after the time specified in paragraph 3.1 for Substantial Completion until the
Work is substantially complete. After Substantial Completion, if CONTRACTOR shall
neglect, refuse or fail to complete the remaining Work within the time specified in
paragraph 3.1 for completion and readiness for final payment or any proper extension
thereof granted by OWNER, CONTRACTOR shall pay OWNER five hundred dollars
500.00 for each day that expires after the time specified in paragraph 3.1 for completion
and readiness for final payment.
Article 4. CONTRACT PRICE.
OWNER shall pay CONTRACTOR for completion of the Work in accordance with the
Contract Documents an amount in current funds equal to the sum of the amounts
determined pursuant to paragraphs 4.1 and 4.2 below:
4.2 for all Unit Price Work, an amount equal to the sum of the established unit price for
each separately identified item of Unit Price Work times the estimated quantity of that item
as indicated in the bidding documents.
TOTAL OF ALL UNIT PRICES: One Million One Hundred Fifty Thousand Two
Hundred Sixty Five Dollars and Seventy Two Cents ($ 1,150,265.72 )
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
A-3
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:
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 A-1 to A-8 inclusive).
8.2 Exhibits to this Agreement (pages BF -1 to BF -8, 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 to45, inclusive). (EJCDC No. 1910-8 1990 Edition)
With updated 2009 section 300
8.6 Supplementary Conditions (pages SC -1 to SC- 5 , inclusive).
8.7 Specifications bearing the title 2009 Overlay Program.
FWAW
8.8 Drawings.
8.9 Addenda numbers _ to _, inclusive.
8.10 CONTRACTOR'S Bid (pages BF -1 to BF -8
, inclusive) marked exhibit A
8.11 Pursuant to 285.530 RSMo, the bidder must affirm its enrollment and participation in a
federal work authorization program with respect to the employees proposed to work in
connection with the services requested herein by 1) submitting a completed, notarized copy
of AFFIDAVIT OF WORK AUTHORIZATION and 2) providing documentation affirming the
bidder's enrollment and participation in a federal work authorization program with respect
to the employees proposed to work in connection with the services requested herein.
8.12 Documentation submitted by CONTRACTOR prior to Notice of Award (pages to
inclusive).
8.13 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.
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.
9.5 The General Contractor shall provide to the City of Cape Girardeau City Finance 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.
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 NO, 2009 (which is the
Effective Date of the Agreement).
OWNER City of Cape Girardeau
Ken Eftink, Interim City Manager
By: 4� 666i�k
[CORPORA SEAL]
Attest 0
Address for giving notices
2007 Southern Expressway
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 AS4 As^hu /� , J51i_
By: -7
[CORPORATE SEAL]
Attest &look ( p"_�
T3 rCJKG `Pu46 Fe t
Address forgiving notices
License No.
A-7
r0 �ex /59
Advance, Aft, G 3 X30
Agent for service of process:
(If CONTRACTOR is corporation,
attach evidence of authority to sign.)
CITY OF CAPE GIRARDEAU
2009 OVERLAY PROGRAM
BID FORM
(EJCDC 1910-18) (1990)
PROJECT IDENTIFICATION: The improvement consists of pavement repair,
crack sealing, striping (waterborne & thermoplastic), grading, milling, and overlay as
indicated on the following streets. Any leveling courses will be paid at normal tonnage
price. Striping plans will be issued to the successful bidder by public works.
a. PLANT MIX BITUMINOUS PAVEMENT- BP2- 2"
• Ranney Ave. from Locust St. to Hackberry St.
• Linden St. from Sprigg St. to Sturdivant St.
• Optimist Dr. from Spartech Dr. to Lions Way
• Jaycee Dr. from Optimist Dr. to 66' south of Spartech Dr
• Kiwanis Dr. from Broadview St. to Jaycee Dr.
• Locust from Pacific St. to Benton St.
• Broadway from Forest Ave. to Perry Ave.
• Clark from Marietta St. to the south for 470'
• West Cape Rock Dr. from Perryville Rd. to Lexington Ave.
• Themis St. from 62' east of Silver Springs Rd. continuing east for
775'
• Cherry Hill Circle from Parkview Dr. to Parkview Dr.
• Parkview Dr. from Perry Ave to West End Blvd.
• Middle St. from Broadway to North St.
• Lorimier St. from Independence to Broadway
• Hanover St. from Independence St. to Good Hope St.
• Hanover St. from Bloomfield St. to Jefferson Ave.
• Hanover St. from College St. to Jefferson Ave.
• Pacific St. from Morgan Oak to Jefferson Ave.
• Sprigg St. from William St. to Hwy. 74
• Sprigg St. from Bertling St. to Lexington Ave.
• Sprigg St. from Hwy 74 to 196' south of Southern Expressway
• Giboney Ave. from Southern Expressway to Sprigg St.
• West End Blvd. from New Madrid St. to Highland Dr.
• Fountain St. from North St. to Olive St.
• Southern Expressway from Sprigg St. going west for 425'
BF -1
b. CITY APPROVED MATERIAL -SUCH AS MICROSURFACING, THIN MIX,
ETC- LESS THAN OR EQUAL TO 1"
• Sturdivant St. from Linden St. to Fort St.
• Maple St. from Sprigg St. to Giboney
c. PLANT MIX BITUMINOUS BASE COURSE- 3"
• Water Plant #2 Parking Lot 3099 South Sprigg St
and all other appurtenances as specified in the bid documents for the City of Cape
Girardeau, Missouri.
THIS BID IS SUBMITTED TO: CITY OF CAPE GIRARDEAU, MO
401 INDEPENDENCE ST.
CAPE GIRARDEAU, MO 63701
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:
(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 F-2
(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.
BI DDER 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
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 the Contract Documents and the written
BF -3
it -44t dtIIio n thereof by ENGINEER is acceptable to BIDDER, and the Contract Documents
tjI{;j wii+irc'ally sufficient to indicate and convey understanding of all terms and conditions for
lim It n ming and furnishing the Work for which this Bid is submitted.
(li) I his (aid is genuine and not made in the interest of or on behalf of any undisclosed
poi tion, fir•rn or corporation and is not submitted inconformity with any agreement or rules
I it filly QI-0U[) association, organization or corporation; BIDDER has not directly or indirectly
lrttlm.ti.f or solicited any other Bidder to submit a false or sham Bid; BIDDER has not
ci lli 11(id (.j( induced any person, firm or corporation to refrain from bidding; and BIDDER
low i it d tiought by collusion to obtain for itself any advantage over any other Bidder or over
Owldl I :
4: 111101 Iwill complete the Work in accordance with the Contract Documents for the
10--AlliWll1(.-1 price(s)
UNIT PRICE BID
ITIEM UNIT EST. UNIT TOTAL
I rpt F: CA); it
t'riini3 i:iisi)
flow ii Caantrul
Woliino Turn Arrows 8'
I I tit,i i, u y tlitstic)
Phipiiiu Stop Bars 24"
Irhr=tiiitrrtlr�siic)
',.lo iwfilk Blocks 24" by 7'
Illi mi'1111a01c)
14I1101igj LAngle yellow Line, Single
*i iifi liiin 4" (waterbome)
0101-inq sklp White Line, Skip
pil:,w I iiw 4" (Thermoplastic)
+aloping E Inglo yellow Line, Single
din Nita 4" (fihormoplastic)
PRICE
$ %q00
GAL
12475.8
QTY.
!IV Approved Thin Lift Material
TONS
248.6
Ij luminous Pavement Mixture BP - 2
TONS
13226.18
fill ltiew
TONS
155.1
M11111til
SY
49252
AdjnUt Manhole
EA
31
Adjohl Wider Valve
EA
23
I rpt F: CA); it
t'riini3 i:iisi)
flow ii Caantrul
Woliino Turn Arrows 8'
I I tit,i i, u y tlitstic)
Phipiiiu Stop Bars 24"
Irhr=tiiitrrtlr�siic)
',.lo iwfilk Blocks 24" by 7'
Illi mi'1111a01c)
14I1101igj LAngle yellow Line, Single
*i iifi liiin 4" (waterbome)
0101-inq sklp White Line, Skip
pil:,w I iiw 4" (Thermoplastic)
+aloping E Inglo yellow Line, Single
din Nita 4" (fihormoplastic)
PRICE
$ %q00
GAL
12475.8
$
3 0 0
GAL
188
$
S 00
LS
1
D
as
EA
26
$
&p"
EA
64
$
ea
EA
146
$
yS °O
LF
1500
$
S
LF
3920
LF
2330
$
s
Alm
EST. PRICE
$
$
$
$
D
$
3,7, -Va °
$
qqa
$
/00 b o O cD
$
`-,
$
�, S -7 `� �
Afli'lliq 1)ouble yellow Line 4"
Afjqi(-;qate Base
LF
SY
SY
TONS
10 1 AL BID FOR ALL UNIT PRICES
5754
I
940 V $
159 $
580
-7 -�
1:-/ 1 14 j I���s<g���%jl,.), S,/,X/;, acid
(Written figure)
hiftl mriount is to be shown in both words and figures. In case of discrepancy, the
�.oftmt mhf)wn in words will govern. In case of error in extension, the unit and lump sum
und"r 0ac
-h Pay Item will be considered correct, and these sums when properly
-4
I W, ithall constitute the Bid.)
i ive been computed in accordance with paragraph 11.9.2 of the General
1• nuwledges that quantities are not guaranteed and final payment will be based
Ili-intities determined as provided in the Contract Documents.
1,,' a9rees that the Work will be substantially complete within eighty five (85)
frit'l tfmy-,% after the date when the Contract Times commences to run as provided in
I if 1 3 of the General Conditions, and completed and ready for final payment in
Iwith paragraph 14.13 of the General Conditions within one hundred five (105)
-4 Ami
d w- after the date when the Contract Times commences to run.
0 =x it 1, ii.t.c)pts the provisions of the Agreement as to liquidated damages in the event of
n11 loto the Work within the times specified in the Agreement.
it 0i iwinq documents are attached to and made a condition of this Bid:
It in t id 13id Security in the form of bid bond or cashiers check.
I 13IDDER'S Qualification Statement with supporting data.
Atmda fdo issued.
mw� shotis concerning this Bid shall be addressed to:
BF -5
Address —PO 90,x V4 lit e- 230
(a) Performance and Payment Bonding Company
Name '
Address Fe 731c ("e�(�,- l� ids . Z,� S -?yo')- 39c�
Agent\Power of Attorney Name (if used)
Address Fc 9ex_6l,� C:p-e- 6*1v-4i4ez". At 6
8. Terms used in the Bid which are defined in the General conditions or Instructions will
have the meanings indicated in the General Conditions or Instructions.
SUBMITTED on A/ko-u G , 2009.
State Contractor License No.
IF BIDDER is:
An Individual
By
doing business as
Business address:
Phone No.:
A Partnershi
By
(Individual's Name)
(Firm Name)
(SEAL)
(SEAL)
(General Partner) I
Business address:
Phone No.:
A Corporation
By sib Asp h4 I � y may, c , (SEAL)
(Corporation Name)
SSouV'1
(St oration)
By (SEAL)
(Name o(Person Authorized to Sign)
(Title)
(Corporate Sea[)
Attest p� Pci
(Secretary)
Business address: f J0 ibt x-
'44" 4"C2
Phone No.: s 73/ 7a 2 - 3/��
Date of Qualification to do business is
373E
A Joint Venture
By (SEAL)
(Name)
(Address)
By (SEAL)
(Name)
(Address)
MM
to
UNITED FIRE & CASUALTY COMPANY
118 Second Avenue SE, PO Box 73909
Cedar Rapids, Iowa 52407-3909 319-399-5700
(A Stock Company)
BID BOND
KNOW ALL BY THESE PRESENTS, that we ASA ASPHALT INC
HVVY 25 S
ADVANCE, MO 63730
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 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
2009 OVERLAY 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
such contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the
penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith
contract with another party to perform the work covered by said bid, then this obligation shall be null and void, otherwise
to remain in full force and effect.
Signed and sealed this 6th day of Mav 12009
ASA ASPHALT INC
By (Seal)
(PRI IPAL)
(WITNESS) (TITLE)
UNITED FIRE & CASUALTY COMPANY (Seal)
(SURETY)
t ,
(WITNESS) . TTORNEY-IN-FACT)
Nancy Strser
CONT 0001 0899
ACKNOWLEDGMENT OF SURETY
State of Missouri
County of Cape Girardeau
On this 6th day of May 2009
Personally appeared before me Nancy Strauser 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 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 Nancy Strauser acknowledged that
he/she executed said instrument as such attorney-in-fact and as the free act and deed of said
Corporation.
Notary Public
UND-2031 b
PRISCILLA B. HUNTER
Notary Public, Notary Seal
State of Missouri
Cape Girardeau County
Commission # 09520356
My Commission Expires April 20, 2013
UNITED FIRE & CASUALTY COMPANY
Home Office — Cedar Rapids, Iowa
Certified Copy of Power of Attorney
(Original on file at Home Office of Company — See Certification)
W0003736
Bond
ObligeeCity of Cape Girardeau
4011ndependence
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 Iowa, and having its principal office in Cedar Rapids, State of Iowa, does make, consti-
tute and appoint
CHARLES W DECKER, OR SHARON GLASCO, OR ALAN H RAUSENBERGER, JASON RAUSENBERGER, CARBONDALE, IL,
OR TODD A WARD, OR NANCY STRAUSER, OR PRISCILLA B HUNTER, ALL INDIVIDUALLY
of, CAPE GIRARDEAU, MO 63701
its true and lawful Attorney(s)-in-Fact with power and authority hereby conferred to sigh, seal and execute in its behalf all law-
ful bonds, undertakings and other obligatory instruments of similar nature as follows: ANY AND ALL BONDS
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.
The Authority hereby granted shall expire August 28th, 2009 unless sooner revoked.
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 -n -Fact. "The President or any Vice president, or any other officer of the Company, may. from time to time, appoint by
written certificates attorneys -in -fact to act in behalf of the Company in the execution w policies of insurance, bonds, undertakings and other obligatory instru-
merits of like nature. The signature of any officer authorized hereby, and the Corporate seal, may be affixed by facsimile to any power of attorney or special
power of attorney 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. Such attorneys -in -fact, subject to the limitations set forth in their respective certificates of authority shall have full power to bind the Company by
their signature and execution of any such instruments and to attach the seal of the Company thereto. The President or any bice President. the Board of
Directors or any other officer of the Company may at any time revoke all power and authority previously given to any attorney-in-fact.
�µ
IN WITNFSS 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
`����cAsur�Tr'y 29th day Of April 2009
=f CORPORATE °% UNITED FIRE & CASUALTY COMPANY
Z By ��
SEAL
Vie President
State of Iowa, County of Linn, ss:
On this29th day of April 12009 before me personally came Dennis Richmann to me known, who being by me
duly sworn, did depose and say: that he resides in Cedar Rapids, State of loxva; 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 affixed 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.
V4ut 6 Mary A. Jansen
Wfowl, lova Notarial Seal
Commission number 713273 No6(y Publi
hey Commission Expires 10i2Ri10 ;My Commission expires October 26, 2010
CERTIFICATION
1, David A. Lange, Secretary of UNITED FIRE & CASUALTY COMPANY, do hereby certify that I have compared the foregoing
copy of the Power of Attorney and affidavit, and the copy of the Section of the by-laws of said Company as set forth 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 origi-nals, and that the said Power of Attorney has not been revoked and is now
in full force and effect.
In testimony whereof I have hereunto subscribed my name and affixed the corporate seal of the said Company
this 06th day of May 2009
o:
CORPORATE
SEAL Y�
Secr tRAP
r
BPOA0041 102007 ",,M n
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:
UNITED FIRE & CASUALTY COMPANY
ATTENTION: BOND DEPARTMENT
P.O. BOX 73909
CEDAR RAPIDS, IOWA 52407
1-800-343-9130
EXHIBIT
AFFIDAVIT OF WORK AUTHORIZATION
Comes now Roger Poythress as President first being duly sworn, on
Name Office held
my oath, affirm ASA Asphalt, Inc.
Company Name
is enrolled and will continue to
participate in a federal work authorization program in respect to employees that will work
in connection with the contracted services related to 2009 Overlay Program
Project Name
for the duration of the contract, if awarded in accordance with RSMo Chapter 285.530 (2).
I also affirm that ASA Asphalt, Inc.
Company Name
does not and will not knowingly
employ a person who is an unauthorized alien in connection with the contracted services
related to 2009 Overlay Program for the duration of the contract, if awarded.
Project name
In Affirmation thereof, the facts stated above are true and correct (The undersigned
understands that false statements made in this filing are subject to the penalties provided
under Section 575.040, RSMo).
Signature (person with authority)
President
Title
Roger Poythress
Printed Name
5- k4 -0S
Date
Subscribed and sworn to before me thisq� of -i-► 20 lam
commissioned as a notary public within the County of Sc co State
of and my commission expires on a - a y -13
Signature of Notary =p�pBG BROM to
2NOTARY �' _ My Comrnission Expires
* * = Felxuary 24, 2013
SEAL Scott County
Commission #09666747
nn���
- ergy
f�
Company ID Number: 187699
THE E -VERIFY PROGRAM FOR EMPLOYMENT VERIFICATION
MEMORANDUM OF UNDERSTANDING
ARTICLE I
PURPOSE AND AUTHORITY
This Memorandum of Understanding (MOU) sets forth the points of agreement between the
Department of Homeland Security (DHS) and ASA Asphalt, Inc. (Employer) regarding the
Employer's participation in the Employment Eligibility Verification Program (E -Verify). This MOU
explains certain features of the E -Verify program and enumerates specific responsibilities of
DHS, the Social Security Administration (SSA), and the Employer. E -Verify is a program that
electronically confirms an employee's eligibility to work in the United States after completion of
the Employment Eligibility Verification Form (Form 1-9). For covered government contractors, E -
Verify is used to verify the employment eligibility of all newly hired employees and all existing
employees assigned to Federal contracts.
Authority for the E -Verify program is found in Title IV, Subtitle A, of the Illegal Immigration
Reform and Immigrant Responsibility Act of 1996 (IIRIRA), Pub. L. 104-208, 110 Stat. 3009, as
amended (8 U.S.C. § 1324a note). Authority for use of the E -Verify program by Federal
contractors and subcontractors covered by the terms of Subpart 22.18, "Employment Eligibility
Verification", of the Federal Acquisition Regulation (FAR) (hereinafter referred to in this MOU as
a "Federal contractor") to verify the employment eligibility of certain employees working on
Federal contracts is also found in Subpart 22.18 and in Executive Order 12989, as amended.
ARTICLE II
FUNCTIONS TO BE PERFORMED
A. RESPONSIBILITIES OF SSA
1. SSA agrees to provide the Employer with available information that allows the Employer
to confirm the accuracy of Social Security Numbers provided by all employees verified under
this MOU and the employment authorization of U.S. citizens.
2. SSA agrees to provide to the Employer appropriate assistance with operational
problems that may arise during the Employer's participation in the E -Verify program. SSA
agrees to provide the Employer with names, titles, addresses, and telephone numbers of SSA
representatives to be contacted during the E -Verify process.
3. SSA agrees to safeguard the information provided by the Employer through the E -Verify
program procedures, and to limit access to such information, as is appropriate by law, to
individuals responsible for the verification of Social Security Numbers and for evaluation of the
E -Verify program or such other persons or entities who may be authorized by SSA as governed
by the Privacy Act (5 U.S.C. § 552a), the Social Security Act (42 U_S.C. 1306(a)), and SSA
regulations (20 CFR Part 401).
Page 1 of 13JE-Verity MOU for Empioyer!Revision Date 10/29/08
r= -Verify
Company ID Number: 187699
To be accepted as a participant in E -Verify, you should only sign the Employer's Section
of the signature page. If you have any questions, contact E -Verify at 888-464-4218.
Employer ASA Asphalt, Inc.
Roger Poythress
Name (Please Type or Print)
Electronically Signed
Signature
Department of Homeland Security — Verification Division
USCIS Verification Division
Name (Please Type or Print)
Electronically Signed_
Signature
Page 11 of 13JE-Verify MOU for ErmployerjRevision Date 10/29/08
Title
02/0512009
Date
Title
0210512009
Date
2009 Overlay Program
ki
xzj r'v eet tW_'�
3
Brucker 23
e r s c a o rtlin9:., ooh
] q
K�ys
C a4 - rysl r y
3
C
Alu
1) Ranney(Locust to Hackberry)
2) Linden(Sprigg to Sturdivant)
3) Sturdivant(Linden to Fort)
I �'
4) Maple(Sprigg to Giboney)
2n`
5) Optimist(Spartech to Lionsway)'
r
6) Jaycee(Optimist to 66' south of Spartech)
9 (s=
7) Water Plant #2 Parking Lot
8) Kiwanis(Broadview to Jaycee)
' e=
Wain
9) Locust(Pacific to Benton)
10) Broadway(Forest to Perry)0
i Li
11) Clark (Marietta -To south for 470')
n
°,
12) West Cape Rock (Perryville to Lexington)
13) Themis (62' east of Silver Springs -go east for 775')
14) Cherry Hill Circle(Parkview to Parkview)
15) Parkview Parkview (Perry to West End)
111,25
16) Middle St. (Broadway to North)
17) Lorimier (Independence to Broadway)
18) Hanover(Independence to Good Hope)
€ M
19) Hanover(Bloomfield to Jefferson)
20) Hanover(College to Jefferson)
21) Pacific (Morgan Oak to Jefferson)
efroi
22) Sprigg (William toHwy 74)
23) Sprigg (Bertling to Lexington)
24) Sprigg (Hwy 74 to 196' south of Southern Expressway
25) Giboney (Southern Expressway to Sprigg)
j
26) West End (New Madrid to Highland Dr)
27) Fountain St. (North St. to Olive St.)
28) Southern Expressway(Sprigg to 425' to the West)
74
Ranney (Locust to Hackberry)
ESTIMATED QUANTITIES
Bituminous Pavement Mixture (BP -2)-2" 'TONS ' 310.42
Tack Coat
GAL
282.2
Type 5 Aggregate Base
TONS
40
Manholes
EA _
3
Milling _
SY _
187';
N
WE
S
Linden (Sprigg to Sturdivant)
3
41
vt
kf
NI
°�ttd
! <"
s 9R ,,. ill"
�' .; �'ym �!�•*
� a .3'
Sturdivant (Linden to Fort)
� t
oaf
z
l y �
w
F.
411 t
ESTIMATED QUANTITIESEp
Thin Lift Material - less than or equale to 1 TONS 72.6
Tack Coat ;GAL 132
(Manholes EA 1'
Milling Sy _ 97"
N
WE
5
���5
e*.
h
f
���5
.6
Maple (Sprigg to Giboney)
Optimist (Spartech to Lionsway)
Jaycee
(Optimist to 66'south of Spartech)
a€=
ESTIMATED QUANTITIES
;Bituminous Pavement Mixture (BP 2)-2" ;TONS 82.5
Tack Coat
GAL 75
Type 5 Aggregate Base
T NS 40
Millin
SY 70
N
W+E
S
X
Water Plant #2
Parking Lot
ESTIMATED QUANTITIES
Bituminous Pavement Mixture (Bit Base) -3" TONS 155.1
Prime Coat GAL 188'
<type 5 Aggregate Base Tons 300
E Grading SY 940
N
W E
S
Kiwanis (Broadview to Jaycee)
RNA ESTIMATED QUANTITIES
.� 1Bituminous Pavement Mixture (B0-2)-2" TONS 695.97
-�� Tack Coat GAL 632 7
,Type 5 Aggregate Base TONS : 40-
- _Milling SY 913
_. .
Double Yellow (Thermoplastic) LF 750
�3
Single Yellow (Paint) LF i 1200
Skip w (Thermoplastic) LF 350
:Stop Bars (Thermoplastic) EANW
1
4114
201,r s
Locust(Pacific to Benton)
N
W+E
S
Broadway (Forest to Perry)
.................
21
X
I'Z
41
Jm;
ESTIMATED QUANTITIES
Bituminous Pavement Mixture (BP -2)-2" TONSIF 1186.35
Tack Coat GAL 1078.5
Milling SY 5265
Solid White Line (Thermoplastic) LF 430
Skip White Line (Thermoplastic) LF 900
-Double Yellow (Thermoplastic) LF 1633
Left Turn Arrows (Thermoplastic) EA 5
Cross Walk Blocks (Thermoplastic) EA 39
Stop Bars (Thermoplastic) EA 17
2�
Clark (Marietta -To south for 470'
West Cape Rock Dr.
(Perryville to Lexington)
ESTIMATED QUANTITIES
Bituminous Pavement Mixture (BP-2)-2TONS
1641.2
t i
GAL
1492
Milling
SY
380
Manholes
EA
10
W atervalves
2
Double Yellow Line (Thermoplastic)
LF
700
ESTIMATED QUANTITIES
Bituminous Pavement Mixture (BP-2)-2TONS
1641.2
Tack Coat
GAL
1492
Milling
SY
380
Manholes
EA
10
W atervalves
2
Double Yellow Line (Thermoplastic)
LF
700
Skip Yellow Line (Thermoplastic)
LF
820'
Solid White Line (The11 rmoplastic)
IF
800a
Left Turn Arrows (Thermoplastic)
EA
7
Stop Bars (Thermoplastic)
EA
15.
'Cross Walk Blocks (Thermoplastic)
;EA
14
Themis St.
(62' east of Silver Springs -go east for 775'
Cherry H
(ParkvieA
VV
iD
F]
ESTIMATED QUANTITIES
Bituminous Pavement Mixture (BP -2)-2" TONS 208.56
Tack Coat GAL 189.6
Single Yellow Line (Paint)_ mm T_ ALF 300
N
W+E
S
Parkview (Perry to WestEnd)
Middle St. (Broadway to North)
Lorimier (Independence to Broadway)
ESTIMATED QUANTITIES
Bituminous Pavement Mixture (BP -2)-2" TONS' 404.69
`Tack Coat
GAL
367.9'
Water vales
� EA
3'+
Manholes _....
EA_ _..
_ ..... 2
Milling
SY ..... ._..
_...3640=
N
W+E
S
Hanover(Independence to Good Hope)
Hanover (Bloomfield to Jefferson)
Hanover (College to Jefferson)
174.24
158.4
160
Pacific St.
(Morgan Oak to Jefferson)
Sprigg St. (William to Hwy 74)
A-4
ESTIMATED QUANTITIES
Bituminous Pavement Mixture (BP -2)-2"
TONS `
877.58
Tack Coat
GAL
797.8
Milling
SY
7978
Left Tum Arrows (Thermoplastic)
EA
9
fStop Bars (Thermoplastic)
EA
17
Cross Walk Blocks (Thermoplastic)
EA
F,
m_ a__.___. _
Double Yellow Line (Thermoplastic)
LF
1533
y
nn
J 850
`i%'
4
s gb...+,
-r '
tars
�y� A r
s
Bituminous Pavement Mixture (BP -2)-2"
TONS `
877.58
Tack Coat
GAL
797.8
Milling
SY
7978
Left Tum Arrows (Thermoplastic)
EA
9
fStop Bars (Thermoplastic)
EA
17
Cross Walk Blocks (Thermoplastic)
EA
64
m_ a__.___. _
Double Yellow Line (Thermoplastic)
LF
1533
Solid White (Thermoplastic)
LF
J 850
Sprigg (Bertling to Lexington)
ESTIMATED QUANTITIES
N Bituminous Pavement Mixture (BP -2y2" TONS 1979.67
Tack Coat GAL 1799.7''
Milling Sy 9288
W E Double Yellow (Thermoplastic) LF 400
Yellow Skip Line (Thermoplastic) LF 810
Solid White Line (Thermoplastic) LF 250„
S Left Tum Arrows (Thermoplastic) EA 5
Stop Bars (Thermoplastic) EA 10`
74
4
V
�a
4
z—j
4
s
2` 1
ESTIMATED QUANTITIES
N Bituminous Pavement Mixture (BP -2y2" TONS 1979.67
Tack Coat GAL 1799.7''
Milling Sy 9288
W E Double Yellow (Thermoplastic) LF 400
Yellow Skip Line (Thermoplastic) LF 810
Solid White Line (Thermoplastic) LF 250„
S Left Tum Arrows (Thermoplastic) EA 5
Stop Bars (Thermoplastic) EA 10`
4
V
�a
x
ESTIMATED QUANTITIES
N Bituminous Pavement Mixture (BP -2y2" TONS 1979.67
Tack Coat GAL 1799.7''
Milling Sy 9288
W E Double Yellow (Thermoplastic) LF 400
Yellow Skip Line (Thermoplastic) LF 810
Solid White Line (Thermoplastic) LF 250„
S Left Tum Arrows (Thermoplastic) EA 5
Stop Bars (Thermoplastic) EA 10`
Sprigg St.
(Hwy74 to196' south of Southern Expressway)
7
ESTIMATED QUANTITIES
Bituminous Pavement Mixture (BP -2)-2"
'_. 7_.�,
TONS ' 1557.38;
Tack Coat
GAL
1415.8
Milling
Sy
14158,
Type 5 Aggregate Base
;TONS
20'
Double Yellow Line (Thermoplastic)
'LF i
50
Skip Yellow Line (Thermoplastic)
LF )
850
ab({L
ems,, s5s..
Giboney Ave.
(Southern Expressway to Sprigg)
ol
40
04
`.
y / f
ESTIMATED QUANTITIES
Bituminous Pavement Mixture (BP -2)-2" TONS 120.67
"Tack Coat GAL 109.7
=Milling SY 218
N
WE
S
t
ov
i<
fi
ol
40
04
`.
y / f
ESTIMATED QUANTITIES
Bituminous Pavement Mixture (BP -2)-2" TONS 120.67
"Tack Coat GAL 109.7
=Milling SY 218
N
WE
S
West End Blvd.
(New Madrid to Highland Dr)
77
� c w
� , a
-.'fix s yi OIL I■,7 ..,
1
77
14
a
rr 7~
N
4
is �' eX f ,�•
ESTIMATED QUANTITIES .
Bituminous Pavement Mixture (BP -2)-2" TONS 352.22'
Tack Coat GAL 320.2
Milling SY 998;
Type 5 Aggregate Base SY 40 '
Manholes EA 4
Watervalves EA 2
Double Yellow Line (Thermoplastic) LF 263;
Skip Yellow (Thermoplastic) LF " 190
y- - A
Fountain St. (North St. to Olive St.)
loft .......... M ........ 0111-0-1...
S�''f
`i
Sa' . k A �
,� : k � �� w� •� art 3 l a ,.�` `�' i `,+�`:
t 3�s
w
ESTIMATED QUANTITIES
Bituminous Pavement Mixture (BP -2)-2" TONS a 947.65
Tack Coat GAL i 861.5
�� Milling SY 295
Asphalt Patch
Sy 43
Manholes EA 3
Watervalves EA 5
,.: � W E
Southern Expressway
(Sprigg St. to the west for 425')