I 􀁓􀁊􀀺􀁬􀁾􀀠 I \)\:l ! ! 􀁾􀁾􀀠. j \' 􀁾􀀠.. . . I I I I , \ /
I ) ! wa􀁗􀀱􀁬􀁬􀁏􀁏􀁉􀁔􀁬􀀬􀁾􀁏􀁏􀀮􀀠􀁋􀁴􀁊􀁩􀀻􀁩􀁬􀁡􀁶􀁬􀁾􀁮􀀱􀀱􀀱􀀠1165 .JeFF GOLOHAROT 817/443·3750 13960 Highway 377 S. Toll Free: 8881498-7173 Fort Worth, Texas 76126 Fax: 817/443-3745
Email: eawcivil@fJash.oet \ //r I I 
December 01,2000 MEMORANDUM To: Chris Terry, Assistant City Manager Through: Mike Murphy, P.E., Director ofPublic Works From: Steve Chutchian, P.E., Assistant City Engineer Cc: Jim Pierce,
P.E., Assistant Director of Public Works Jim Wilson, Project Manager . . Subject: Paving Improvements on Midway Road and Quorum Drive Contract award to apparent responsive low bidder.
Attached is a bid tabulation and reference checks from the Public Works Department for the proposed contract award ofPaving Improvements on Midway Road and Quorum Drive. All construction
on Midway Road and Quorum Drive will be performed Sunday through Thursday between the hours of 1O:00p.m. and 6:00a.m. Portions ofMidway Road and Quorum Drive have experienced extensive
pavement failures. The existing pavement has approached the end of it's expected service life and a combination of repetitive wheel loadings and storm water have created numerous pavement
fuilures. This project performs full depth pavement repairs needed to restore the integrity ofeach existing roadway. The lowest apparent responsive bidder was Ed A. Wilson, Inc., in
the amount of $97,440.00. The original estimate for this scope ofwork was $91,000.00. The total bid was slightly higher due to anticipated winter weather conditions. Staff recommends
that Council authorize the City Manager to enter into a contract with Ed A. Wilson, Inc. for paving improvements on Midway Road and Quorum Drive in the amount of$97,440.00. 
BID EVALUATION DATE: 11/28100 WORK: Paving Improvements on Midway Rd. & Quorum Dr. ·2001 BY: 􀁅􀁮􀁧􀁩􀁮􀁥􀁥􀁲􀁩􀁮􀁧􀀯􀁊􀀮􀁗􀁩􀁉􀁓􀁏􀁾􀀠• BIDDER: BIDDER: BIDDER: ITEM NO, & DESCRIPTION
UNIT PRICE JDJ UNIT PRICE Gibson UNIT PRICE Wilson MIDWAY RD: SOUTH OF BELT LINE RD: 101 Mob., Bonds, Ins. LS . $10,000 LS $6,920 LS $5,000 102 Barr, signs,traffic LS $10,000 LS $2,345
LS $2,500 103 ConcExcavHaulDisp $25.00 x 182sy $4,550 $30.00 x 182sy $5,460 $25.00 x 182sy $4,550 104 ReinfCon Pav8inch $292.00 x 182sy $53,144 $149.00 x 182sy $27,118 $140.00 x 182sy
$25,480 105 FuliDeplhSawBrkGro LS $5,000 LS $1,125 LS $3,000 Subtotal: $82,694 $42,968 $40,530 MIDWAY RD: NORTH OF BELT LINE RD: 201 mob, Bonds, Ins. LS $10,000 LS $6,015 LS $4,500 202
Barr, signs, traffic LS $10,000 LS $2,120 LS $2,250 203 ConcExcavHaulDisp $25.00 x 167sy $4,175 $30.00 x 167sy $5,010 $25.00 x 167sy $4,175 204 ReinfCon Pav8inch $292.00 x 167sy $48,764
$149.00 x 167sy $24,883 $135.00 x 167sy $22,545 205 FuliDepthSawBrkGro LS $5,000 LS $1,060 LS . $2,500 Subtotal: $77,939 $39,088 $35,970 QUORUM DRIVE (ALL LANES) 301 Mob Bonds, Insur
LS $2,000 LS $3,165 LS $3,000 302 Barr, signs, traffic LS $2,000 LS $1,115 LS $2,000 303 ConcExcavHaulDisp $25.00 x 86sy $2,150 $30.00 x 86sy $2,580 $25.00 x 86sy $2,150 304 ReinfConcPav8inch
$292.00 x 86sy $25,112 $149.00 x 86sy $12,814 $140.00 x 86sy $12,040 305 FuliDeplhSawBrkGro LS $2,000 LS $750 LS $1,750 Subtotal: $33,262 $20,424 $20,940 GRAND TOTAL: $193,895 $102,480
$97,440 === =============== 
·_----..."!!\. "'". ED A. WILSON, INC. CIVIL DIVISION , SMALL CITY REFERENCES JUNE,2000 􀁾01\ 11hf; OWNER, CONTACT TITLE TEL No.􀀶􀁾􀀠􀁾􀀠,A"L...v>·' CITY OF FLOWER MOUND ./-eSS 􀁗􀁅􀁗􀀮􀀳􀀮􀁾􀁬􀀠.
'DIREd:rOR OF PUBLIC 972-539-4631 . -lIM 􀁶􀁵􀁨􀁾􀀠WORKS 􀁾􀀮􀀠CITY OF SAGINAW I,IA""'} 􀀹􀀭􀁓􀁾􀀺􀀮􀁈􀀠Jp1;lhlSQN 􀀭􀀫􀀭􀀽􀁄􀁾􀁉􀁒􀀺􀁃􀀺􀀺􀁅􀀺􀀺􀀺􀀭􀀺􀁃􀁔􀀽􀁏􀀺􀀭􀀺􀁒􀀭􀀺􀀭􀁏􀀺􀀺􀀭􀁆􀀽􀁐􀀺􀀺􀀭􀁃􀁕􀀽
􀁂􀀷􀀢􀀢􀁌􀁉􀀺􀀭􀀺􀁃􀀺􀀭􀁉􀀻􀀭􀀻􀀻􀀻􀀡􀁊􀀻􀀭􀀺􀁃􀁲􀁬􀀺􀀽􀁩􀀲􀀻􀀻􀀺􀀻􀀺􀀳􀀽􀀲􀀭􀀭􀀭􀀺􀀴􀀻􀀭􀀻􀀶􀀻􀀺􀀭􀁃􀀴􀀻􀀭􀀻􀁏􀀻􀀺􀀭􀀭􀂷􀀭􀀭􀁬􀀠I1'\.P"\ /'/f:H.;r R-11'ftP,u-,.., WORKS CITY OF ARUNGT\2SNA
,A. . :a Q9N ISAACS. AlA· PROJEq 􀁍􀁁􀁎􀁁􀁪􀁾􀀧􀁩􀀬􀀮􀀮􀀮􀀮􀁵􀀮􀀱􀀢􀀧􀀶􀁦􀀱􀀲􀀷􀀵􀀭􀀳􀀲􀀷􀀱trat> -v . 􀁐􀁮􀁷􀁾􀀠􀀮􀀡􀁽􀀣􀀻􀀡􀀺􀀯􀂷􀀯􀁾􀀧􀀯􀁨􀀠.I!lJl:.Il 􀀧􀁴􀁾􀀿􀁲􀁬􀀭4>"1-r1 􀁾􀀠_ .J",
CITY OF BEDFORD' JAMES HUGHES PARK SUPT 817-952-2201011 • f.tt CITY OF BEDFORD BILL CHAVEZ; PROJECT MANAGER 817-952-2258 CITY OF COLLEYVILLE CHRIS STEUBING-ENGINEER 577-7587-CITY OF
DUNCANVILLE KURT CALDWELL CITY ENGINEER 972-78()'5065 CITY OF ALEDO PAULWHALEY,PE CITY ENGINEER 817-297-4774 CITY OF IRVING ./MAJED KHALAF PROJECT MANAGER 972-721-2611 􀁾􀁾􀀮􀀠y􀀧􀀽􀁃􀀺􀀭􀁉􀁔􀁙􀀭􀁏􀀭
􀁆􀀮􀀬􀀮􀀮􀁋􀀬􀀮􀀮􀀮􀁅􀀭􀁌􀀭􀁌􀀭􀁅􀁒􀀭􀀭􀀭􀀭􀀭􀀫􀁣􀁔􀀽􀁅􀁒􀀭􀁒􀀭􀀺􀁙􀁾􀁈􀀻􀀭􀁉􀁇􀀭􀁈􀀭􀁆􀀭􀁉􀀭􀁌􀁌􀀭􀀭DIRECTOR OF PUBLIC 817-431-1055􀁾􀀠1r WORKS CITY OF MANSFIELD 􀁾􀁾􀁌􀁌􀁬􀁁􀁍􀀠EDWARDS.
ENGINEER 817-477-3103' CITY OF TROPHY CLUB BILL LEGRAND DIRECTOR OF PUBLIC 81 7-43()'1 9"11 , WORKS : ..__.d 
􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀮 FINANCE DEPARTMENT I PlffiGHASTNG PMSIQN -.. '. 5350 Belt line Rwd ('72) 4S0·ml-Facsimile('i72)450-7096 l'<lst OJliu Box 9010 Addison. Texas 15001 TA1ItMYJUVr.S 'PURCfL\SJNG
COORDlNATOR INVITATION TO BID The Town of Addison is accepting bids from all interested parties for Miscellaneous Paving Improvements on Midway Road and Quorum Drive. Bid No: 01-07 Bid
Name: Miscellaneous Paving Improvements on Midway Rd. & Quorum Dr. -2001 Bid Opening: 2:00PM November 27, 2000 Office of the Purchasing Coordinator Addison Finance Building 5350 Belt
Line Addison, Texas 75240 Estimate: $91,000 Please pay particular attention to 1.3 regarding deliverY of your bid. If you do not wish to bid, but do wish to remain on the bidder list,
please return an envelope with your company name and address on the outside and clearly marked "NO-BID" BID #01-07 It will not be necessarY to return any of the bid forms or documents
if you wish to "NO-BID". bate bids will be returned unopened, and unsigned bids wjll be rejected as oog..respgnsiye. For questions concerning the biding process, contact Tammy Rives,
Purchasing Coordinator, at 9721450-7091 or e-mail trives@ci.addison.tx.us. For questions concerning the scope of the work contact Mr, Steve Chutchian, Assistant City Engineer at 972-450·2886
or e-mail schutchian@ci.addison,tx.us. Page 1of 14 
TOWN OF ADDISON INSTRUCTIONS TO BIDDERS 1.0 RECEIPT AND PREl'ARATION OF THE BID 1.1 Bids will be received by the Purchasing Coordinator ofthe Town ofAddison until time specified in the
Invitation to Bid, at which time bids will be publiely opened and read aloud, in the Finance Building ofthe Town ofAddison loeated at 5350 Belt Line Rd., Addison, TX 75240. Bids must
be reeeived by the speeified time in order to be eonsidered, and bids submitted after this closing time will not be considered and will be returned unopened. 1.2 Each bid shall be enclosed
in a sealed envelope, addressed to the Purchasing Coordinator. Town of Addison, P.O. Box 9010. Addison, Texas. 75001. Bids must be labeled in the lower left-hand romer with the bid mime
and number. Bidders must also inelude their company name and address on the outside ofthe envelope. 1.3 Bidders are responsible for making eertain bids are delivered to the purchasing
department. Mailingofa bid does not insure that the bid will be delivered on time Or delivered at all. If bidder does not band deliver bid, it is suggested that be/she use some sort
of delivery service that provides a receipt. 1.4 Bids may be withdrewn prior to the above scheduled time set for closing ofthe bids. Any bid reeeived after the time and date specified
will not be eonsidered. 1.5 The Town ofAddison reserves the right to postpone the date and time for opening bids through an addendum. 2.0 TAXES All bids are required to be submitted
withQJ1.! State Sales tax. The Town ofAddison is exempt from payment ofsuch taxes and a Tax Exemption Certificate will be executed for the successful bidder. 3.0 SCOPE OF WORK The work
under this contract shall consist ofthe items or services contained in the bid, including all materials, equipmenl,labor and all other items neeessery to complete said work in accordance
with the contract documents. 4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITES 4.1 Before submitting a bid, each bidder must thoroughly examine the conlract documents and projcct site
to ensure that the services you are propnsing meets the intent ofthese specifications. 4.2 The Town ofAddison is not responsible for ineomplete bid packets. 4.3 Bidders are mslrucled
to return an pages ofbid paeket that contain written responses from you. 5.0 BIDDING 5.1 Bid Bond The Bidder will be required to submit. Bid Security, made payable to the Town ofAddison
in the amount offive per eent (5%) ofthe Bidders total bid price. Security shan be in the form ofa certified bank check or a Bid Bond issued by a eorporate surety authorized and admitted
to do business in the State ofTexas and licensed by the State to issue surety bonds. The surety shall also appear as a qualified surety on the list from the U.S. Treasury Department.
Page 2ofl4 
The Bid Security ofthe Successful Bidder will be retained until such Bidder has furnished a performance bond, payment bond, & maintenance bond equal to the total confIact price. ConfIactor
shall include this cost in his bid. Bonds must be furnished within five (5) days ofthe Notice ofAward. Tfthe Bidder fails to furnish the required Bonds within the prescribed time, the
Owner may annul the Notice ofAward and the Bid Security ofthat Bidder will be forfeited. The Bid Security ofany Bidder ",hom the Owner believes to bave a reasonable chance ofreceiving
the award may he retained by Owner until the ConfIact is awarded. Attorneys·in·fact who sign bid bonds must file with each bond, • certified and effectively dated copy oftheir Power
ofAttorney. 5.2 Bidders are instructed to consider the following factors in preparation ofyour bid: •. Bids shaU remain fum for a period of45 calendar days after the scheduled bid opening.
b. Exceptions to any specifieations, or part thereof, must he clearly stated and included with with your Bid Proposal Form. c. Bidders are instructed to include all necessary charges,
related to this contract. 6.0 AWARD OF CONTRAcr 6.1 The Town ofAddison reserves the right to reject any or all bids, reject any particular item on a bid, and to waive immaterial formalities.
The contract will be awarded to the lowest responsible bidder whose bid is most advantageous to the city, price and other factors considered. 6.2 Award will be based upon any analysis
ofthe following criteria: Bidders ability to produce the goods or services requested, performance on similar confIacts, and an evaluation of the bidder's understanding ofthe purchaser's
needs. To demonstrate bidder's qualifications to perform the .work, each bidder must submit with their bid, five (5) customer references for 􀁾􀀠miscellaneouS pavement imorovements projects,
including·name ofcustomer, telephone number and individual to eontacl 6.3 The anticipated start date is as soon as practical after the bid is awarded. The ConfIactor will have thirty
(30) calendar days to finish the project, from start date to completion ofthe project. (The owner wei. this project can easily be completed in thirty days or less) 6.4 A Purchase Order
will be issued in licu ofa contract agreement and 90% ofthe total price will be paid within thirty days ofacccp!ance ofthe work and receipt ofan invoice from the contractor. The final
10"10 will be paid when approved by the City Council. 6.5 One contract shall be awarded to the lowest responsive bidder based on the total ofimprovements on all three street segments
combined. 7.0 CERTIFICATES OF INSURANCE BEQUlRED 7.1 The Contractor shall agree to furnish and maintain, during the period ofthis agreement, insurance coverage meeting the following
requirements: a. Cornmeroial General Liability Insurance at minimum combined single limits of$500,000 per occurrence and $1,000,000 general aggregate for Bodily Injury and Property Damage,
which coverage sball include ProductsICompleted Operations, ($1,000,000 ProductsiCompleted Operations Aggregate) and XCU (explosion, coUapse & underground) Hazards. Coverage for Produetsl
Completed Operations must be maintained fur at least' two (2) years after the work is completed. Coverage must be written on an Occurrence Form. Contractual Liability must he maintained
with respect to the contractor's ohJigetions contained in the confIact. Page 3 of 14 
b. Workers Compensation insurance at statutory limits, including employers liability coverage at minimum limits of$IOO,Ooo per occurrence -each accident, $100,000 per occurrcnce -disease,
and $500,000 aggregate -disease. c. Commercial automobile liability insurance at minimum combined single limits of $500,000. per occurrence for owned, non-owned and hired covcrage. 7.2
Contractor shall provide the following endorsements: a. Named insured wording which includes the Contractor and the Town ofAddison with respect to general liability, automobile liability.
b. Allllability policies sball contain cross liability and severability of interest clauses. c. A waiver ofsubrogation in favor ofthe Town ofAddison with respect to the worker's compensation
insurance and all other insurance poliCies. d. The policy shall be endorsed to require the insured to Immediately notifY the Town of Addison ofany material changes in the insurnnce coverage.
7.3 All insurance shall be purchased from an insurance company, which meets the the following requirement: •. Must be issued by. carrier, which is rated "A-I" or better by A.M. Best's
Key Rating Guide. b. Licensed and admitted to do business in Ibe State ofTexas and is a subscriber to the Texas Guaranty Fund. 7.4 All insurance must be written on forms filed with and
approved by the Texas Slate Board of Insurance. certificates ofinsurance sball be prepared and executed by the insurance company or it's authorized agent and shall contain previsions
representiog and wammtiog the following: a. The company is licensed and admitted to do business in the state ofTexas. b. Tbe Texas Slate Board ofInsurancc has approved the company's
fonus. c. Sets forth all endorsements as required above. d. The Town of Addison will receive at least thirty (30) days notice prior 10 cancellation or termination of insurance. 8.0 BONDS
REQUIRED Bonds must be executed prior to beginning work on the project and must be executed by a corporate surety authorized and admitted to do businsss in the State ofTex", and licensed
by the State to issue surety bonds. The Surety must be listed in Ibe most recent U.S. Treasury Department's "List ofAcceptable Sureties", issued annually on July 1. 8.1 The Bid Bond
shall be mad. payable to the Town ofAddison in the amolDlt of five per cent (5%) ofthe Bidders total bid price. Security shall be in the furm of a certified bank cheek or a Bid Bond
issued by a corporate surety authorized and admitted to do business in the Slate of Texas and licensed by the State to issue surely bonds. The surety shall also appear as a qualified
surety on the listfrom the U.S. Treasury Department Page 4 ofl4 
8.2 The Performance Bond shall be in an amount equal to the total contract price and guarantee that the Contractor shall repair and/or replace any defects in workmanship Or mall>rials
used therein, for a period ofone (I) year from the date offinal acceptance of the work by the owner. 8.3. The Payment Bond shall be in an amount equal to the total contract price and
guarantee payment to all persons supplying labor and mall>rials Or furnishing equipment in the execution ofthe Contraet 8.4 The Maintenance Bond shall furnish by the contractor the Owner,
upon acceptance of the work by the Owner. Such Maintenance Bond shall be for a period ofone year from the dall> ofacceptance. The amount ofthe Maintenaoce Bond shall be 100% ofthe Contract
Price. All bonds shall be signed by Contractor as principal and by an established bonding company approved by Owner, as surety. Bonds shall be aceompanied by appropriate power-of-attomey
clearly establishing extent and limitations of authority ofeach signer to so sign, and where the work is perfunned and to whom any requisite notices may be deli vered and on whom service
ofprocess may be had in matters arising out ofsuch suretyship. All bonds shall be made on furms complying with requirements oflaws ofthe State ofTe..... PageS ofl4 
Special Instructions Miscellaneous Paving Improvements on Midway Rd. & Quorum Dr. -2001 1.0 General 1.1 The bid price shall reflect all necessal)' charges to include the furnishing ofall
labor and materials necesSBI)' for the complete construction of !hese repairs. Construction shall be in accordance with all contract documents, !he latest edition of !he NTCOG Standard
Specifications for Public Works Construction, and as described in the specifications. Signs, barricades, warning devices, as a minimum, shall conform to the Texas Manual on Uniform Traffic
Control Devices 1.2 All work within the public right·of-way shall also comply with the Town of Addison Street Excavation Ordinance #85·094, #88-031 and #608. 1.3 All construction on
Midway Road and Quorum Drive must be performed Sunday througb Thursday between tbe hours of 10:00 p.m. and 6:00 a.m. TheStrcet Superintendent shall approve all lane closures. 1.4 The
contractor sball maintain a minimum of one lane of free flow traffic, in each direction on Midway Road and Quorum Drive, at all times. 1.5 A copy ofthe concrete batch design shall be
submitted for approval, prior to construction. 1.6 Unless stated otherwise on location sheet all pavement repairs to be made without removing existing curb. Street Superintendent to
determine location ofgutter saw line. 1.7 Contractor shall adjust all boxes, valve stacks, clean outs, etc. to finish grade as directed. 1.8 All communication with adjacent property
owners or tenants sball be the responsibility of tbe Street Superintenden!. 1.9 Owner reserves the right to sequence locations ofwork as necessal)'. 1.10 Contractor shall employ a qualified
project manager who will be responsible for directing all work crews. Project Manager shall remain on tbe job at all times, in order to supervise the work of all sub..:ontractor, as
well as the Contractor's own work crews. Page6of14 
FULL-DEPTH REPAIR OF EXISTING CONCRETE PAVEMENT Description. This Item shall govern for fuIl-depth repair of portland cement concrete pavement in accordance with the existing roadway
section and the details shown on the plans, and to the lines and grades established by the Engineer. Materials. (1) Concrete. Concrete shall be ASTM C-150 Type 1. The course aggregate
shall be either Grade 2 or 3. Air entrainment will be required. (Air' entrained content of three (3) to six (6) percent, or as directed by the Town of Addison Street Superintendent)
The fine aggregate shall he Grade 1 with a fineness modulus of 2.3 to 3.1. All admixtures used shall he pre-approved by the Town of Addison Street Superintendent, except the addition
of an ASTM Type C non-chloride set-accelerating admixture that may be required at the job site when the temperature of the concrete is above 55 degrees F. Either transit-mix or central-mix
concrete will be permitted. lfthe concrete fails to reach the required 24 hour strength, the Town of Addison Street Superintendent may direct that the concrete be removed and replaced
at the Contractor's expense. K. 􀁾􀁬PieQ_ L.-/2fo e 􀁾􀀴'f-t' 􀀧􀀱􀁾􀁌􀀠Concrete shall be designed to include seven and a half (7 V. ) sacks of Type 1 cement. The maximum water cement
ratio shall not exceed 5.5 gallons per sack. An ASTM Type A water-reducing admixture and an ASTM Type C non-chloride set-accelerating admixture may be used to achieve the earliest possible
concrete-setting times. The concrete will be designed to achieve a minimum flexural strength of 550 p.sJ. in 24 hours. Additional minimum flexural strength requirements are 750 p.s.i.
in 14 days. (2) Epoxy. Epoxy shall be AI03 or approved equal and shall be installed per the manufacturer's instructions. Construetion Methods. The areas to be repaired will be outlined
on the slab by the Town of Addison Street Superintendent. The square yardage shown on the plans to be repaired is for bidding purposes only. Actual dimensions of areas to be repaired
will be determined during construction by the Town ofAddison Street Superintendent. A pressure relief groove approximately 2 inches deep shall be sawed transversely 6 inches (to the
inside) from the patch ends. Fnll-depth saw cuts shall be made transversely along the patch ends. Unless otherwise shown on the plans, longitudinal saw cuts shall be full 􀁤􀁾􀁴􀁨􀀠along
the patch sides. If in the opinion of the Town of Addison Street Superintendent, spalling oc.curs along the full-depth longitudinal saw cut, the longitudinal . saw cutting shall then
include a longitudinal 2-inch deep pressure relief groove and be performed in the same manner as the transverse saw cutting. Additional full-depth saw cuts may he made as needed to facilitate
removal ofthe concrete within the limits ofthe required full-depth cuts. Concrete adjacent to the patch shall not be spalled Or fractured by the removal procedure. NOTE -Only perimeter
full depth saw cuts are a pay item.;:All additional saw cuts are incidental to the pavement pay item. The concrete shall be removed, taking care not to disturb the underlying pavelnent
support. .The totailifto()ut method. shall be use4.jyi!bjn. '.,the limits of the fuJ1.-depth .saw cull1, The lift-oul method shall include having the slab Page? of 14 
loaded directly onto trucks. There shall be no breaking up of the slab along side the repair area. All loose sub-base material shall be removed and replaced with concrete, and is incidental
to the pavement pay item. With regard to individual repair locations, the Contractor shall schedule his work so that the concrete placement will follow the full.tJepth saw cut by no
more than seven (7) days. Repairs made on streets requiring night work will be excavated, poured, and open to trafflc in eight (8) houm. Repaim on streets allowing daytime work must
be opened ti)· traffic within twelve (12) hours ofstart ofexcavation. New reinforcing bars shall be placed and firmly supported by approved bar chairs. For all concrete pavement, the
following procedure of reinforcement shall apply: The longitudinal tie-bars shall be reinforcing steel as detailed on the plans. The depth of reinforcing steel into the existing concrete
shall be not less than 6 inches. Thc longitudinal tie-bars shall be epoxy grouted into the existing concrete. Transverse tie-bars shall bc No.5 X 24 inches reinforcing steel and shall
be epoxy grouted, with the same grout as used for the longitudinal tie-bars, into the existing concrete pavement to a depth of 12 inches. All reinforcing steel for the repair shall be
No.5 X 12" on center. Drilling of holes for tie-bam in the existing slab shall be by core drilling only, no hand-l:teld hammer or impact drilling permitted. Concrete placement shall
not begin in a given patch until the tie-bar and dowelbar grout has attained sufficient strength to preclude displacement of the tie-bars by the concrete, or as determined by the Town
ofAddison Street Superintendent. Grout retention disks shan be used when required on the plans. Immediately prior to placing the concrete, the sub-base and each face of existing concrete
shall be wettad. Approved hand manipulated mechanical vibrators shall be used to insure the proper consolidatinn of the concrete. The concrete shall be screeded to the elevation of the
adjacent concrete pavement and checked with a straightedge to insure that the riding surface will be satisfactory. The concrete shall be given a broom fiuish and all edges shall be tooled.
The concrete shall be cured immediately after finishing operations bave been completed. Membrane curing shall he used for the curing of the repaired area. The curing period sball extend
only until the repaired area is opened to traffic. The repaired area may be opened to traffic wben the concrete bas attained a flexural strengtb of 255 p.s.i. All test specimens representing
tests for opening to traffic shall be cured using the same methods and under the same conditions as the repaired area. Modifications to the specified construction methods, requested
by the Contractor, must be submitted to the Town of Addison Street Superintendent in 􀁾􀁴􀁩􀁮􀁧􀀠for his approval. Page 8 of 14 
Measurement. This Item will be measured by the square yard of surface area, except for areas that require repair wbich were damaged by tbe negligence oftbe Contractor. Payment. The work
performed and the materials furnisbed in accordance with this Item and measured as provided under "Measuremene' will be paid for at the.llllit price bid for "Reinforced Concrete Pavement",
ofthe nominal depth specified. This price shall be full compensation for additional sawing and breaking the existing pavement structure; for the' removal and loading of tbe broken concrete.
or loose sub-hase; for furnishing all materials; for all reinforcing steel; for all curing; and for all manipulations, Jabor, equipment, tools and incidentals necessary to complete the
work. Expansion joints are subsidiary and not a pay item. Miscellaneous Paving Improvements on Midway Road and Quorum Drive -2001 Midway Road (south of Belt Line Rd.) 182 s.y. Midway
Road (north of Belt Line Rd.) 167 s.y. Quorum Drive (all lanes) 86s.y. Note: the quantities shown above represent total square yardage of repair for each street segment. the Town ofAddison
shall mark individual repair locations prior to initiation ofconstmction. Page90f 14 
.... , 􀁭􀁷􀁒􀁭􀁎􀁃􀁘􀁏􀁔􀁊􀁊􀀢􀀧􀁾􀁅􀁘􀁐􀁁􀁎􀁓􀁉􀀰􀀱􀁦. EXI!TWO IIEDWOOD t.PJ.Omr;:.;..I I,[Jf'1.'1 ' "'¥11 I"'-. ff' $CnON -, Page 10 of 14 
. " • ". : : 􀁾􀀠: " " Page II ofl4 
'."i BID FORM BID NO. 01-07 MISC. PAVING IMPROVEMENTS ON MIDWAY RD & QUORUM DR. -2001 BlDDER'SNAME Ed A. Wilson. Inc. T.loN. 75-1092671 ADDltESS 13960 HWy. 377 South 􀁐􀁈􀁏􀁎􀁅􀀨􀁾􀁌􀀲􀀴􀀲􀀴􀀳􀀢􀀭􀀭�
�􀀮􀀺􀀺􀀳􀀬􀀬􀀬􀀢􀀷􀁾􀀵􀀰􀀢􀀭􀀭_____...JFAX E-MAIL eawcivil@swbe11.net CITY Fort l-lorth UlD 443-3745 ZIP 76126 1 have received. read and lUlderstand all pages ofthese instruclkms and
speciflCatiOllS. I wiD abide by aU areas ofthese specifications, and 1 am a legal agent ofthe above named company. authorized to sign this bid. Affiant fw:therstates thalBidder has not
paid, given, or donaredoragreed to pay, give or donate to any officer ore:mpfoyee ofthe Town of Addison any money or other lhingofvalue, either directly or i.ndirectly. in procuring
of lheContracl AUTHORIZED OFFICER I 􀁏􀁗􀁎􀁅􀁒􀀬􀀢􀀽􀀢􀁉􀁟􀁾􀀮􀀬􀀭􀀭􀂷􀀠____--'_􀀺􀀭􀁟􀁇􀀭􀁦􀀭􀀮􀀡􀀮􀀮􀀮􀀮􀀮􀁾􀀭􀀧􀀭Secretary (Signature) (Title) NAMEOFCONTACT __􀁾􀁋􀁾􀁮􀁾􀁯􀁸􀁾􀁒􀁾􀁯􀁾􀁳􀁾􀁳􀁾_____
________________________________ MIDWAY ROAD (SOUTH OF BELT LINE RD.) Item # Estimated Qty. Description Unit Price Total !!.Sl 101 Lump sum Mobilization. Bonds & $ 􀁾􀀨􀀩􀁏􀁦􀀩􀀠lnsuranc'e
f/IIL. $ 2.,5 (X)102 Lump sum Barricades, signs and Traffic control devices JlI2 $l103 182 Square yards Concrete excavation $ 25 􀀤􀁴􀁾􀁲􀀠including hauling and """ 25'disposal ofsurplus
materials K'1-./1t? 􀁾􀁴􀁎􀀾􀀠S i¢.$ ,"67'104 182 Square yards 8" + 550 psi Flex 24 hIll. 50 Flex at 14 days, • K;<reinforced concrete pavement complete in place .3/000 $l105 Lump sum
Full depth sawed breakout $ groove perimeter only ..,402-,17SUB-TOTAL MATERIALS AND SERVICES $ Page 12 of 14 
ltem# 201 202 203 204 205 Item # 301 302 303 304 305 MIDWAY ROAD (NORTH OF BELT LINE RD.) Estimated Qty. Lump Sum Lump sum 167 Square yards 167 Square yards Lump sum Description Mobilization,
Bonds & Insumnce Barricades, signs and Traffic control devices Concrete excavation including hauling and disposal ofsurplus mateials 8" +550 psi Flex 24 hrs. 50 Flex at 14 days, reinforced
concrete pavement complete in place FuU depth sawed breakout groove perimeter only Unit Price $ ,1.5£ .$ /3'5J1i! SUB-TOTAL MATERIALS AND SERVICES QUORUM DRIVE (ALL LANES} Estimated
Qty. Lump Sum Lump Sum 86 Square Yards 86 Square Yards Lump Sum Description Unit Price Mobilization, Bonds & Insurance Barricades, signs and Traffic control devices Concrete excavation
including hauling and disposal ofsurplus materials 8" + 550 psi Flex 24 brs. 50 Flex at 14 days, reinforced concrete pavement complete in place FuU depth sawed breakout groove perimeter
only Total .$ 1-.5c;() !!.2.. p. .t,ZSO.$ I . ,.... $ +/75I .$ 2.2,-5-16' 􀁾􀀠$ 2500JflI 2500JflI £!!..$35.970 > Total !!9$ 􀁾􀀷􀁓􀀰􀀠SUB-TOTAL MATERIALS AND SERVICES GRAND TOTAL MATERIALS
AND SERVICES Page 13 of 14 
Customer References Company Name Contact Phone Number SEE ATTACHED SHEET 􀀳􀀮􀁾______________..____________ 4._________________ 􀁾􀀭􀀺􀀭________ 5.____,____________________ Page 14of14

ED A. WILSON, INC. CIVIL DIVISION• SMALL CITY REFERENCES JUNE,2000 􀁾􀁾􀀮􀀭􀀭OWNER .... CONTACT 􀁾􀀢􀀭􀀭􀀭􀀭TITLE IA.I 􀀮􀁾• CITY OF FLOWER MOUND .J JOB 􀁾􀁅􀁉􀁾􀀠. DIRE<i:TOR OF PUBLIC tIJ! f.f; 6fA ._ lM ull CITY
OF SAGlNAW (v.,JJ1() . *&,H lrll-INSON ) tn 1f1T1U--I--;;: .-DON 􀀡􀁓􀁁􀁁􀁃􀁓􀁾AlA _ CITY OF ARUNG7N,APA' [,{/􀁾􀀻􀀺􀀽􀁋􀀮􀀠CITY OF BEDFORD JAMES HUGHES • CITY OF BEDFORD BILL CHAVEZ
CITY OF COLLEYVILLE CHRIS STEUBING .--. CITY OF DUNCANVILLE KURT CALDWELL t-aTiOF ALEDO .__.. PAUL WHALEY. PE CITY OF IRVING ./MAJED KHALAF 􀁾{I. CITY OF KELLER TERRY HIGHFILL r-=.'..-CITY
OF MANSFIELD WILLIAM EDWARDS, PE CITY OF TROPHY CLUB BILL LEGRAND WORKS DIRECTOR OF PUBLIC WORKS 􀁐􀁒􀁾􀁾􀁍􀁁􀁎􀁾􀁪􀁅􀁾􀀠. ' 􀀧􀁉􀁾􀀮􀀠/h tLj"?ll-1.>1-􀁾􀀠PARKSUPT PROJECT MANAGER ENGINEER
CITY ENGINEER CITY ENGINEER PROJECT MANAGER DIRECTOR OF PUBLIC WORKS ENGINEER DIRECTOR OF PUBLIC WORKS TEL No. 972-539-4631 1111232-4640 1,8(127&3271 817-952-2201 817-952-2258 577-7587
972-780-5065 . 817-297-4774 972-721-2611 817-431-1 055 817-477-3103 817-430-1911 i 􀁾􀀠()fI 1£ 
-_. 􀀭􀀭􀀭􀀭􀁾􀁾...-..􀁾􀁾....... 􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀭􀀭􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠 THE AMERICAN INSTITUTE OF ARCHITECTS AlA Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, thatwe Ed.
A Wilson, Inc., P.O. Box 11423, Fort Worth, TX 76110 as Principal, hereinafter called the Principal, and American National Fire Insurance Company 580 Wa Inut Street Cincln natl, Ohio,
45202 (He", insert fun name and addre..or legal tiUe of Suretyl a corporation duly organized under the laws of the State of New York as Surety, hereinafter called the Surety, are held
and firmly bound unto Town of Add Ison (H",. Insert lull name and address or legal vUe of Owner) as Obligee, hereinafter called the Obligee, in the sum of ••• FIVE PERCENT OF 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 (Here insert full name. addre•• and description 01 P"'Jeo!J PAVI"lG IMPROVEMENTS
MIDWAY RD. & QUORUM DRIVE 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 falthful 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 10 enter such Contract and give such bond or bonds,
if the Principal shall pay to Ihe 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 27th day of November, 2000 Ed. A Wilson, Inc. (Principal) (Seal)􀁾􀁾􀁾􀀠i!ness) Knox Ross (Tide) Secretary American National Fire Insurance Company Staci Gross (TiUe) Attorney-in-Fact
AlA OOCUMENT A310.BID BOND·AIA®· FEBRUARY 1970 ED· THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., NW., WASHINGTON. D. C. 20006 Printed on Recycled Paper 9/93 
16486 􀁩􀁜􀁎􀁅􀁒􀁉􀁾􀀠Ni\1l0NAL RRE INSURANCE COMA\NV" New York, New York Administrative Office: 580 WALNUT STREET. CINCINNATI. OHIO 45202.513-369-5000. FAX 513-723-2740 The number of
persons authorized by this power of attorney is not more than No. 0 FOUR POWER OF ATTORNEY . KNOW ALL MEN BY THESE PRESENTS: That the AMERICAN NATIONAL FIRE INSURANCE COMPANY, a corporation
organized and exis\ing under and by virtue of the laws of the State of New York. does hereby nominate, constitute and appoint the person or persons named below its true and lawful attorney-in-fact,
for itand inits name, place andstead to execute in behalfofthe said Company, as surety, any and all bonds, undertakings and contracts ofsuretyship, or other written obligations in the
nature thereof; provided that the Jiability of the said Comp.ny on any such bond, undertaking or contract of suretyship executed under this authority shall not exceed the limit stated
below. Name Address Limit of Power OONAL BOLEY STACI GROSS ALL OF ALL STEVE DEAL JANET KAISER WICHITA FALLS, TEXAS ONLI1-lITED This Power of Attorney revokes all previous powers issued
in behalf of the attomey(s)-in.fact named above. IN WITNESS WHEREOFthe AMERICAN NATIONAL FIRE INSURANCE COMPANYhascaused these presents to be signed and attested by its appropriate officers
and its corporate seal hereunto affixed this 9th day of July ,1991l Attest AMERICAN NATIONAL FIRE INSURANCE COMPANY STATE OF OHIO, COUNTY OF HAM ILTON -ss: On this 9th day of July, 1998
, before me personally appeared DOUGLAS R. BOWEN, to me knoWD1 being duly sworn, deposes and says that he resided in Cincinnati, Ohio, that he is the Vice President of the Bond Division
ofAmerican National Fire Insurance Company) the Company described in and which executed the above instrument; that he knows the seaJ; that it was so affixed by authority of his office
under the By-Laws of said Company, and that he signed his name thereto by like authority. This Power of Attorney is granted by authority of the following resolutions adopted by the Board
of Directors of American National Fire Insurance Company by unanimous written consent dated July 27, 1995. RESOL VED: That the Diyision President, the several Division Vice Presidents
and Assistant Vice Presidents, Dr any onc ofthem, be and hereby is authorized, from time to time, to appoint one or man: Attorneys-In-Fact to e;recute On behalfofthe Company I as surety,
any and slJ bonds, undertakings and contracts ofsuretYShip, or other written obligations in the nature thereof; to prescribe their respective duties and the (espective h"mits oftheir
authority; and to revoke any such appointment at any time. RESOLVED FURTHER: That the Company seal and the signature ofany ofthe afomoid officers and any Secretary or Assistant Secretary
of the Company may be sff"ur.ed by facsimile to any power ofattorney or certificate ofeither given for the execution ofany bond, undertaking, contract or suretyship. or other written
obligation in the nature thereof, such signatureand seal when so used being hereby adopted by the Company as the original signature ofsuch officer and the original seal ofthe Company,
to be valid and binding upon the Company with the same force and effect as though manually affixed. CERTIFICATION I, RONALDC. HAYES, Assistant Secretary ofAmerican National Fire Insurance
Company, do hereby certify that the foregoing Power of Attorney and the Resolutions of the Board of Directors ofJuly 21,1995 have not been revoked and are now in full force and effect.
Signed and sealed this 27th day of November ,2000 S 1030N (1 1197) 
􀁾􀁾􀁾􀁾􀁾􀁾􀀮􀁾.. 􀁾􀀭􀀭􀁾􀀭􀀮􀀠FINANCE DEPARTMENT I PURCHASING PMSION 5350 Belt Line Road (972) 450-7091 Facsimile (972) 450·7096 Post Office Box 9010 Addison, TeXllS 75001 TAMMY RIVES
PURCHASING COORDINATOR INVITATION TO BID The Town of Addison is accepting bids from all interested parties for Miscellaneous Paving Improvements on Midway Road and Quorum Drive. Bid
No: 01-07 Bid Name: Miscellaneous Paving Improvements on Midway Rd. & Quorum Dr. -2001 Bid Opening: 2:00PM November 27, 2000 Office of the Purchasing Coordinator Addison Finance Building
5350 Belt Line Addison, Texas 75240 Estimate: $91,000 Please paypariicular attention to 1.3 regarding delivery of your bid. If you do not wish to bid, but do wish to remain on the bidder
list, please return an envelope with your company name and address on the outside and clearly marked "NO-BID" BID #01-07 It will not be necessary to return any of the bid forms or documents
if you wish to "NO-BID". Late bids will be returned unopened. and unsigned bids will be rejected as non-responsive. For questions concerning the biding process, contact Tammy Rives,
Purchasing Coordinator, at 9721450-7091 or e-mail trives@ci.addison.tx.us. For questions concerning the scope of the work contact Mr. Steve Chutchian, Assistant City Engineer at 972-450-2886
or e-mail schutchian@ci.addison.tx.us. . Page 1 of 14 
TOWN OF ADDISON INSTRUCTIONS TO BIDDERS 1.0 RECEIPT AND PREPARATION OF THE BID 1.1 Bids will be received by the Purchasing Coordinator of the Town of Addison until time specified in
the Invitation to Bid, at which time bids will be publicly opened and read aloud, in the Finance Building of the Town of Addison located at 5350 Belt Line Rd., Addison, TX 75240. Bids
must be received by the specified time in order to be considered, and bids submiited after this closing time will not be considered and will be returned unopened. 1.2 Each bid shall
be enclosed in a sealed envelope, addressed to the Purchasing Coordinator. Town·of Addison, P.O. Box 9010, Addison, Texas, 75001. Bids must be labeled in the lower left-hand corner with
the bid name and number. Bidders must also include their company name and address on the outside of the envelope. 1.3 Bidders are responsible for making certain bids are delivered to
the purchasing department. Mailing of a bid does not insure that the bid will be delivered on time or delivered at all. Ifbidder does not hand deliver bid, it is suggested that helshe
use some sort of delivery service that provides a receipt. 1.4 Bids may be withdrawn prior to the above scheduled time set for closing of the bids. Any bid received after the time and
date specified will not be considered. 1.5 The Town of Addison reserves the right to postpone the date and time for opening bids through an addendum. 2.0 TAXES All bids are required
to be submitted without State Sales tax. The Town of Addison is exempt from payment of such taxes and a Tax Exemption Certificate will be executed for the successful bidder. 3.0 SCOPE
OF WORK The work under this contract shall consist of the items or services contained in the bid, including all materials, equipment, labor and all other items necessary to complete
said work in accordance with the contract documents. 4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITES 4.1 Before submitting a bid, each bidder must thoroughly examine the contract documents
and project site to ensure that the services you are proposing meets the intent of these specifications. 4.2 The Town of Addison is not responsible for incomplete bid packets. 4.3 Bidders
are instructed to return all pages of bid packet that contain written responses from you. 5.0 BIDDING 5.1 Bid Bond The Bidder will be required to submit a Bid Security, made payable
to the Town of Addison in the amount of five per cent (5%) of the Bidders total bid price. Security shall be in the form of a certified bank check or a Bid Bond issued by a corporate
surety authorized and admitted to do business in the State ofTexas and licensed by the State to issue surety bonds. The surety shall also appear as a qualified surety on the list from
the u.S. Treasury Department. . Page 2 of 14 
The Bid Security of the Successful Bidder will be retained until such Bidder has furnished a performance bond. payment bond. & maintenance bond equal to the total contract price. Contractor
shall include this cost in his bid. Bonds must be furnished within five (5) days of the Notice of Award. If the Bidder fails to furnish the required Bonds within the prescribed time.
the Owner may annul the Notice of Award and the Bid Security of that Bidder will be forfeited. The Bid Security of any Bidder whom the Owner believes to have a reasonable chance of receiving
the award may be retained by Owner until the Contract is awarded. . Attorneys-in-fact who sign bid bonds must file with each bond. a certified and effectively dated copy ofth;';r Power
of Attorney. 5.2 Bidders are instructed to consider the following factors in preparation of YQur bid: a. Bids shall remain firm for a perind of 45 calendar days after the scheduled bid
opening .. b. Exceptions to any specifications. or part thereof. must be clearly stated and included with your Bid Proposal Form. c. Bidders are instructed to include all necessary charges.
related to this contract. 6,0 AWARD OF CONTRACT 6.1 The Town of Addison reserves the right to reject any or all bids, reject any particular item on a bid. and to waive immaterial formalities.
The contract will be awarded to the lowest responsible bidder whose bid is most advantageous to the city. price and other factors considered. 6.2 Award will be based upon any analysis
of the following criteria: Bidders ability to produce the goods or services requested, performance on similar contracts, and an evaluation of the bidder's understanding of the purchaser's
needs. To demonStrate bidder's qualifications to perform the work. each bidder must submit with their bid, five (5) customer references for similar miscellaneous pavement improvements
projects, including name of customer. telephone number and individual to contact 6.3 The anticipated start date is as SOOn as practical after the bid is awarded. The Contractor will
have thirty (30) calendar days to finish the project, from start date to completion of the project (The owner feels this project can easily be completed in thirty days or less) 6.4 A
Purchase Order wilt be issued in lieu of a contract agreement and 90% of the total price will be paid within thirty days of acceptance of the work and receipt of an invoice from the
contractor. The final 10% will be paid when approved by the City CounciL 6.5 One contract shall be awarded to the lowest responsive bidder based on the total of improvements on all three
street segments combined. 7.0 CERTIFICATES OF INSURANCE REQUIRED 7.1 The Contractor shall agree to furnish and maintain, during the perind of this agreement, insurance coverage meeting
the following requirements: a. Commercial General Liability Insurance at minimum combined single Iimit$ of $500,000 per occurrence and $1.000,000 general aggregate for Bodily Injury
and Property Damage. which coverage shall 􀁪􀁮􀁾􀁬􀁵􀁤􀁥􀀠ProductslCompleted Operations, ($1,000,000 ProductslCompleted Operations Aggregate) and XCU 􀀨􀁥􀁸􀁰􀁬􀁯􀁾􀁩􀁯􀁮􀀮􀀠collapse
& underground) Hazards. Coverage for Productsl Completed Operations must be maintained for at least two (2) years after the work is completed. Coverage must be written on an Occurrence
Form. Contractttal Liability must be maintained with respect to the contractor's obligations contained in the contract. Page 3 of14 
􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀁾=----.. ...................-. b. Workers Compensation insurance at statutory limits, including employers liability coverage at minimum limits of$1 00,000 per occurrence
-each accident, $100,000 per' occurrence -disease. and $500.000 aggregate -disease. c. Commercial automobile liability insurance at minimum combined single limits of $500,000. per occurrence
for owned. non-<lwned and hired coverage, '7.2 Contractor shall provide the following endorsements: a, Named insured wording which includes the Contractor and the Town of Addison with
respect to genera! liability. automobile liability. , b. All liability policies shall contain cross liability and severability of interest clauses. c. A waiver ofsubrogation in favor
of the Town ofAddison with respect to the worker's compensation insurance and all other insurance policies. d. The policy shall be endorsed to require the insured to immediately notify
the Town of Addison of any material changes in the insurance coverage. 7.3 All insurance shall shall be purchased from an insurance company, which meets the following requirement: a.
Must be issued by a carrier. which is rated "A-I" or better by AM. Best's Key Rating Guide. b. Licensed and admitted to do business in the State ofT.x.s and is a subscriber to the Texas
Guaranty Fund. 7.4 All insurance must be written on fonns filed with and approved by the Texas State Board of Insurance. Certificates of insurance shall be prepared and executed by the
insurance company or it's authorized agent and shall contain provisions representing and warranting the following: a. The company is licensed and admitted to do business in the state
ofTexas. b. The Texas State Board ofInsurance has approved the company's forms. c. Sets forth all endorsements as required above. d. The Town of Addison will receive at least thirty
(30) days notice prior to cancellation or tennination ofinsurance. 8.0 BONDS REQUIRED Bonds must be executed prior to'beginning \york on the project and must be 􀁥􀁸􀁥􀁣􀁾􀁴􀁥􀁤􀀠by
a corporate surety authorized and admitted to do business in the State of Texas and licensed by the State to issue surety bonds. The Surety must be listed in the most recent U.S. Treasury
Department's "List of Acceptable Sureties", issued annually on July I. . \􀁾􀀮􀀠8.1 The Bid Bond shall be made payable to the Town of Addison in the amount of five pel: cent (5%) of
the Bidders total bill price. Security shall be in the form ofa certified b,ank check or a Bid Bond issued by a corporate surety authorized and admitted to do business in the State of
Texas and licensed by the State to issue surety bonds. The surety shall also appear as a qualified surety On the list from the U.S. Treasury Department Page 4 of 14 
8.2 The Performance Bond shall be in an amount equal to the total contract price and guarantee that the Contractor shall repair andlor replace any defects in workmanship or materials
used therein, for a period of one (1) year from the date of final acceptance of the work by the owner. 8.3 The Payment Bond sbaH he in an amount equal to the total contract price and
guarantee payment to all persons supplying labor and materials or furnishing equipment in the execution of the Contract. 8.4 -The Maintenance Bond shall furnish by the contractor the
Owner, upon acceptance of the work by the Owner. Such Maintenance Bolid shilll be for a period of one year from the date of acceptance. The amount of the Maintenance Bond shall be HJO%
of the Contract Price .. All bonds shall he signed by Contractor as principal and by an established bonding company approved by Owner, as surety. Bonds shaH be accompanied by appropriate
power-of-attorney clearly establishing extent and limitations of authority of each signer to so sign, sign, and where the work is perfonned and to whom any requisite notices may be delivered
and on whom service of process may be bad in matters arising out of such suretyship. All bonds shall be made on forms complying with requirements oflaws of the State of Texas. PageS
of 14 
Special Instructions . Miscellaneous Paving Improvements on Midway Rd. & Quorwn Dr.· 2001 1.0 General 1.1 The bid price shall reflect all necessary charges to include the furnishing
of all labor and . materials necessary for the complete construction of these repairs. Construction shall be in accordance with all contract documents, the latest edition of the NTCOG
Standard Spetifications for Public Works Construction, and as. described in the specifications. Signs, barricades, warning devices, as a minimum, shall conform to the Texas Manual on
Uniform Traffic Control Devices 1.2 All work within the public right-of-way shall also comply with the Town of Addison Street Excavation Ordinance #85-094, #88-031 and #608. 1.3 All
construction on Midway Road and Quorum Drive must be performed Sunday through Thursday between the hours of 10:00 p.m. and 6:00 a.m. The Street Superintendent shall approve all lane
closures. 1.4 The contractor shall maintain a minimum of one lane of free flow traffic, in each direction on Midway Road and Quorum Drive, at all times. 1.5 A copy ofthe concrete batch
design shall be submitted for approval, prior to construction. 1.6 Unless stated otherwise on location sheet all pavement repairs to be made without removing existing curb. Street Superintendent
to determine location of gutter saw lirie. 1.7 . Contractor shall adjust all boxes;valve stacks, clean outs, etc. to finish grade as directed. 1.8 All communication with adjacent property
owners or tenants shall be the responsibility of the Street Superintendent. 1.9 Owner reserves the right to sequence locations of work as necessary. 1.10 Contractor shall employ a qualified
project manager who will be responsible for directing all work crews. Project Manager shall remaln on the job at all times, in order to supervise the work of all sub-contractor, as well
as the Contractor's own work crews. Page6of14 
! FULL-DEPTH REPAffi OF EXISTING CONCRETE PAVEMENT Description. This Item shall govern for full-depth repair of portland cement concrete pavement in accordance with the existing roadway
section and the details shown on the plans, and to the lines and grades established by the Engineer. Materials. ',(1) Concrete. Concrete shall be ASTM C-lSOType 1. The course aggregate
shall be either Grade 2 or 3. Air entrainment will be required. (Air entrained content of three (3) to six (6) percent, or as directed by the Town of Addison Street Superintendent) The
fine aggregate shall be Grade 1 with a fineness modulus of 2.3 to 3.1. All admixtures used shall be pre-approved by the Town of Addison Street Superintendent, except the addition of
an ASTM Type C non-chloride set-accelerating admixture that may be required at the job site when the temperature of the concrete is above S5 degrees F. Either transit-mix or central-mix
concrete will be permitted. Ifthe concrete fails to reach the required 24 hour strength, the Town of Addison Street Superintendent may direct that the concrete be removed and replaced
at the Contractor's expense. Concrete shall be designed to include seven and a half (7 V, ) sacks of Type I cement. The maximum water cement ratio shall not exceed 5.5 gallons per sack.
An ASTM Type A water-reducing admixture and an ASTM Type C non-chloride set-accelerating admixture may be used to achieve the earliest possible concrete-setting times. The concrete will
be designed to achieve a minimum flexural strength of 550 p.s.i. in 24 hours. Additional minimum flexural strength requirements are 750 p.s.i. in 14 ,days. (2) Epoxy. ' Epoxy shall be
AI03 or approved equal and shall be installed per the manufacturer's instructions. Construction Methods. The areas to be repaired will be outlined on the slab by the Town of Addison
Street Superintendent. The square yardage shown on the plans to be repaired is for bidding purposes only. Actual dimensions of areas to be repaired will be determined during construction
by the Town ofAddison Street Superintendent. A pressure relief groove approximately 2 inches deep shall be sawed transversely 6 inches (to the inside) from the patch ends. Full-depth
saw cuts shall be made transversely, along the patch ends. Unless otherwise shown on the plans, longitudinal saw cuts shall be full depth along the patch sides. If in the opinion of
the Town of Addison Street Superintendent, spalling occurs along the full-depth longitudinal saw cut, the longitudinal saw cutting shall then include a longitudinal 2-inch deep pressure
relief groove and be performed in the same manner as the transverse saw cutting. Additional full-depth saw culs may be made as needed to facilitate removal of the concrete within the
limits of the required full-depth cuts. Concrete adjacent to the patch shall not be spalled or fractured , -< by the removal procedure. NOTE -Only perimeter full depth saw cuts are a
pay item. All additional saw cuts are incidental to the pavement pay item. The concrete shall be removed, taking care not'to disturb the underlying pavement support. The total lift-out
method shall be used within the limits of the full-depth saw cuts. The lift-out method shall include having the slab , Page 7 of 14 
! loaded directly onto trucks. -There shall be no breaking up of the slab along side the repair area. All loose sub-base material shall be removed and replaced with concrete, and is
incidental to the pavement pay item. With regard to individual repair locations, the Contractor shall schedule his work so that the concrete placement will follow the full-depth saw
cut by no more than Seven (7) days. Repairs -made on streets requiring night work will be excavated, poured, and open to traffic in eight (8) hours. Repalrs on streets allowing daytime
work must be opened to traffic within twelve (12) hours of start of excavation. New reinforcing bars shall be placed and firmly supported by approved bar chalrs. For all concrete pavement,
the following procedure of reinforcement shall apply; The longitudinal tie-bars shall be reinforcing steel as detailed on the plans. The depth of reinforcing steel into the existing
concrete shall be not less than 6 inches. The longitudinal tie-bars shall be epoxy grouted into the existing concrete. Transverse tie-bars shall be No. 5 X 24 inches reinforcing steel
and shall be epoxy grouted, with the same grout as used for the longitudinal tie-bars, into the existing concrete pavement to a depth of 12 inches. All reinforcing steel for the repair
shall be No.5 X 12" on center. Drilling of holes for tie-bars in the existing slab shall be by core drilling only, no hand-held hammer or impact drilling permitted.Concrete placement
shall not begin in a given patch until the tie-bar and dowelbar grout has attained sufficient strength to preclude displacement of the tie-bars by the concrete, or as determined by the
Town of Addison Street Superintendent. Grout retention disks shall be used when required on the plans. Immediately prior to placing the concrete, the sub-base and each face of existing
concrete shall be wetted. Approved hand manipulated mechanical vibrators shall be used to insure the proper consolidation of the concrete. The concrete shall be screeded to the elevation
of the adjacent concrete pavement and checked with a straightedge to insure that the riding surface will be satisfactory. The concrete shall be given a broom finish and all edges shall
be tooled. The concrete shall be cured immediately after finishing operations have been completed. Membrane curing shall be used for the curing of the repaired area. The curing period
shall extend only until the repaired area is opened to traffic. The repaired area may be opened to traffic when the concrete has attained a flexural strength of 255 p.s.i. AU test specimens
representing tests for opening to traffic shall be cuied using the same methods and under the same conditions as the repaired area. 􀁍􀁾􀁩􀁦􀁩􀁣􀁡􀁴􀁩􀁯􀁮􀁳􀀠to the specified construction
methods, requested by the Contractor, must be submitted to the Town of Addison Street Superintendent in writing for his approval. Page 8 of14 
'-"=======::::::=:'-== 􀀭􀀭􀀭􀀭􀀭􀀺􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀀽􀀺􀀭􀀽􀀺􀀭􀀽􀁾􀀽􀀽􀀽􀁾....................Measurement. This Item will be measured by the square yard of surface area, except
for areas that require repair which were damaged by the negligence of the Contractor. Payment. The. work performed and the materials furnished in accordance with this Item and measured
as provided under "Measurement" will be ·paid for at the unit price bid for "Reinforced Concrete Pavement"; of the nominal depth specified. This price shall be full compensation for
additional sawing and breaking the existing pavement structure; for the removal and loading of the broken concrete or loose sub-base; for furnishing all matenals; for all reinforcing
steel; for all curing; and for all manipulations, labor, equipment, tools and incidentals necessary to complete the work. Expansion joints are subsidiary and not a pay item. Miscellaneous
Paving Improvements on Midway Road and Quorum Drive· 2001 Midway Road (south of Belt Line Rd.) 182 182 s.y. Midway Road (north of Belt Line Rd.) 167 s.y. Quorum Drive (all lanes) 86s.y.
Note: the quantities shown above represent total square yardage of repair for each street segment. The Town of Addison shall mark individual repair locations prior to initiation of construction.
Page 9 of 14 
-------􀀮􀀭􀁾􀀭􀀭􀀽􀀽􀀽􀁾􀀭􀀭􀀭􀀮􀀭􀀭􀀭-_.__ .. 􀁭􀀻􀁷􀁒􀁡􀀺􀀺􀀻􀀮􀁙􀁃􀁘􀁘􀁊􀁔􀁦􀁴􀁾􀁭􀁶􀁅􀁒􀁓􀂣􀂣􀁘􀁰􀁾􀁉􀁑􀁎.JOINT 􀁾􀀠"if􀁾􀀠-. E(JSflUG 9£0N00' SEADER'r1W'l<Ml r--,.. ?' . ... "
!1FCT1ON ". . Page 10 of 14 
• > • F\1ASE t > > .. f • i"...;·f>. .Page 11 of 14 
of Contract. AUTHORIZEDOFFICERI 􀁏􀁗􀁎􀁅􀁒􀀬􀀢􀀽􀀬􀀬􀁌􀀮􀀺􀀽􀁾􀁾􀁾􀁾􀁉􀁉􀁦􀀺􀀺􀀺􀀺􀀺􀀮􀀢􀀭􀀭__ BID FORM BID NO. 01·07 MISC. PAVING IMPROVEMENTS ON MIDWAY RD & QUORUM DR.· 2001 BIDDER'S
NAME 􀁾􀁴􀀱'·,d<ifo(:te.r?.r, l..::.. T.I.N. 75u;>$ 7(../"0 ADDRESS //2/0 ,erA'u"r*n/CITY &;..,/;;Y,....:"pJ ZIP 7SI50 PHONE(?/l! )--=S-"':5=...zL-'-'.I.:Li'..!'P;...;'f'--_____FAX(1"7Z)
S57-/SSZ. E·MAll.'--_______ I have received, readand undcl.'SUlnd allpages of these instructions and specificn.tions. I winabide byall areas of thesespecifications, and 10m a Jegal agent
of the above nruned compnny. authorized to sign thisbid. Affiant further sUItes that Bidder has not paid. given. or donated or agreed to pay, give or donate to any officer or employee
ofthe Town of Addison any money or other thing ofvalue. either directly or indirectly, in procnrin ' Gk-J//' (Signa (Title) NAME OF CONTACT A. J. ,j""l.rUlol1 􀀮􀁾􀀠••••••••••••••••••••••••••••••••••
••••••••••••••••••••••••••••••••••••••••••1 MIDWAY ROAD (SOUTH OF BELT LINE RD.) RD.) Item # Estimated Qty. Description Unit Price Total 101 . Lump sum Mobilization, Bonds &. $ c,'itll!>
.Dt> Insurance 102 Lump sum Barricades, signs and $ t,34S.DD Traffic control devices 103 182 Square yards Concrete excavation $ Jc.".. $ S4"e>.DD including hauling and disposal of surplus
materials 104 182 Square yards 8" +550 psi Flex 24 hrs. $ 14"J.I1'" $ Z7. I/S••U) 50 Flex at 14 days, reinforced concrete pavement complete in place 105 . Lump sum Full depth sawed breakout
$ llzS,groove perimeter only SUB·TOTAL MATERIALS AND SERVICES $ st2. 'i(PB.DD .,. 􀁾􀀠.Page 12 of 14 
! MIDWAY ROAD (NORTH OF BELT LINE RD.> Item#. Estimated Qty. Description Unit Price Total 201 Lump Sum Mobilization, Bonds & $ &",pIS.00 Insurance 202 􀁌􀁾􀁭􀁰􀁳􀁵􀁭􀀠 Barricades, signs
and $ ZIZo.Do. Traffic control devices 203 . 167 Square yards Concrete excavation $ 34>._ $ 5/)10.,,,; including hauling and disposal of surplus mateials 204 167 Square yards 8" + 550
psi Flex 24 hrs. $ /l-9.DlJ $ 􀁚􀁾􀁬BfJJ.«J 50 Flex at 14 days, reinforced concrete pavement complete in place 205 Lump sum Full depth sawed breakout $ 1"6.D-_ groove perimeter only
SUB.TOTAL MATERIALS AND SERVICES $ 3', t:J8fJ.oo OUORUM DRIVE (ALL LANES) Item#. Estimated Qty. Description Unit Price Total 301 Lump Sum Mobilization, Bonds & $ 31"£".Do Insurance 302
Lump Sum Barricades, signs and $ IIIS.DC> Traffic control devices 303 86 Square Yards Concrete excavation $ 3.,. "'.. $ Z$"f!,D.DO including hauling and disposal of surplus materials
304 86 Square Yards 8" +550 psi Flex 24 hrs. $ If.'}.op $ /2,81<1. "' 50 Flex at 14 days, ·reinforced concrete pavement complete in place· 305 Lump Sum Full depth sawed breakout 􀁾􀀠7St>.DO
groove perimeter only '.,. <. SUB·TOTAL MATERIALS AND SERVICES $ Ze;, 􀁾􀀲􀁾􀀬􀁄􀁄􀀠GRAND TOTAL MATERIALS AND SERVICES $ 1t:J2 , "'/!II>.cC Page 13 of 14 
, . Customer References Company Name Contact Phone Number 1.___________________________ 2.._______________'_____________ 3..____􀁾􀁾􀁟􀀧􀁟􀁟􀀧􀁟􀁟􀀧􀁟________'_______􀁾􀁾____ 4.._____________________
__________ 5..􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭•.,. .Page 14ofl4 
CHUBB GROUP OF INSURANCE COMPANIES Surety Department, 15 Mountain View Road, P.O. Box 1615, Warren, NJ 07061-1615 Phone: (908) 903-3485 -Facsimile: (908) 903-3656 FEDERAL INSURANCE COMPANY
BID BOND Bond No. AmountS Know All Men By These Presents, That we, Gibson & Associates, Inc. 11210 Ryliecrest, Balch Springs. TX 75180 (hereinafter called the Principal), as Principal,
and the FEDERAL INSURANCE COMPANY. Warren, New Jersey, a corporation duly organized under the laws of the State of Indiana, (hereinafter called the Surety) as Surety, are held and finnly
bound unto City of Addison (hereinafter called the Obligee), in the sum of Five Percent of the Greatest Amount Bid---Dollars ($ 5% GAB ), for the payment of which we, the said Prinoipal
and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, joinHy and severally, finnly by these presents. Sealed with our seals and dated this
day of November. 2000 WHEREAS the Principal has submitted a bid dated November 27, 2000 for for Midway Road Pavement Repairs NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH,
that if the Obligee shall accept the bid of the Principal and the Principal shall enter into a contraci with the Obligee in accordance with such bid and give bond \ ith good and sufficient
surety for the faithful performance of such contract, or in the event of the failure of the f 'incipal to enter into such contract and give such bond, if the Principal shall pay to the
Obligee the difference, not to exceed the penalty hereof, between the amount specified in said bid and the amount for which the Obligee may legally contract with another party to perform
the work. covered by said bid, if the latter amount be in excess of the former, then this obligation shall be null and VOid, otherwise to remain in full force and effect. Gibson & Associates,
Inc. FEDERAL 􀁉􀁎􀁓􀁾􀁒􀁁􀁎􀁃􀁅COMPANY /􀁂􀁹􀀺􀁾.... 􀀩􀀧􀀭􀁊􀁴􀁙􀁬􀁾􀀠Robbl Morales. Attomey-In-facl 
POWER Federal Insurance Company Attn.: SUrety Department.......... Chubb OF Vigilant Insurance Company 15 Mountain View Road 􀁾Surety Pacific Indemnity Company Warren, NJ 07059ATTORNEY
Know All by 'I'he$e Presents. That FEDERAL INSURANCE COMPANY. an Irdaoa OCIpoIaooli. VIGILANT INSURANCE COMPANY. a New YOlk corporation, and PACIFIC INDEMNITY COMPANY, a WlSOOnSIn corporoUon,
do each hereby consti!ule and appoint Carla J. Ball, Jim Baughman, Kelly A. Knisel, Jerry P. Rose, Don E. Cornell, Robbi Morales, Sheila M. Young, Kathleen Day and Lisa M. Bonnot of
Dallas, Texas-------------each .... their true and lawful Attorney.j.,.Faollo execute under ....ch designation in their names and to affIX their corporate seals to and deliver for and
On their behalfas surety thereon or otherwise, _ and u_kingsand other writings obligatory in lhe naltire lhereol (other than ball bonds) given or executed In the eourse of business,
and any instrumenls amending or a!tering the same, and consenls 10 the modillealion or alteration alteration 01 any instrument relerred to In said bonds or obligations. In WIfneR Whareof.
said FEDERAL INSURANCE COMPANY. VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY have each executed and atIesled these presenls and afflxed their corporate seals on \hIs 18th
day 01 August, 2000 􀁾􀁤􀀮􀁦􀁾􀁾􀀠 􀁾􀁆􀁾􀀮􀀨􀁲􀁯􀁥􀁦􀁉􀁤􀀭􀁾􀀠STATEOFNEWJERSEY }ss. CounIyofS.........t . Onthls 18thdayof August.L..4000 ,berore me. a NoIaryPublic or NewJe""'Y. pe.....liycam.Kenne
lhC. Wendel. 10 me 1m""", 10 be _II!Sec_ry Cf FED"""'-INSURANce COMPANY. VIGILANT INSURANce COMPANY. and PACIFIC INDEMNITY COMPANY. the _ieswhich _ the 10"'llolng """"'r 01 Marney. end
the ..Id Kennolh C. Wendel being by me duly owom, did depose and ""y thai he Is Assistant _ryof FEDERA!.iNSURANCE COMPANY. VIGILANT iNSURANCe COMPANY. and PACIFIC INDEMNITY COMPANY and
knows Ihe colJlOfale "'_. !hal the _alr_to the foregoing Powerof _mey am such co!pOfa!. oeals and we'" Iherolo affncsd by aulhority of the By-law& of said companIeS; and !hal he signed
sald Power of Momey "" Assistant SOClelary 01 said Cempani.. by Uka aulhority; and lhal he i._equainled wIih Frank E. Robertson. and _ him to be Vice President or $Bid , and thai the
$ignature or Ffan1c E. Robertson, subscribed to said Power of Attorney is. io the genuine handwriting or frank E. Robertson, and was by aulhorily or..id By-LaWs and In deponenr. presence.
Notarial Stral HEATHER MANCO NOlliry Public, State 01 New Jersey No. 2229695 CommisSion Expires Sepl24. 2004 CEFlTlFICATION Elc!ract from the INSURANCE COMPANY, VIGILANT INSURANCE COMPANY,
and PACIFIC INDEMNITY COMPANY: "All JlO'M!IS 01 attomey for and on behalf of the Company may and shall be """"uled In the name end on behalf of the Company. either by the Chairman or
the President or a Viee President or an Assistant Vice Preslderd, jointly with the Secrelaly or an AssIstant Seeretaly. under their respective deslgnatlons. The signature of sueh oflieers
may be engraved. printed or IiIhographed. The signature of each of the following OffICerS: Chainnan, President, any Vlee President, any Assistant Viee President. any Secretary, any AS$isIant
Secretary and the seal of the Company may be affIXed by faeslmlle to any paNel' of aItomey or to any 􀁾retallng thereto appointing AssIstant SeereIaries or AlIorneys..l.,.Faet for purposes
only of exeeu!ing and attesting bonds and unde!!akings and other writings obIigatoly in the nature thereof, and any such """"r of attorney or eertiflea!e bearing lSIJeh faeslmlle signature
or _mile seal shal be wild and bln<flng upon the Company and any sueh """"r so executed and certified by such faeslmlle signature and faesimlfe seal shall be wild and binding upon the
Company with respect to any bond or unde!!aking 10 _ RIs aIIaol!ed.. I, Kenneth C. Wendel, Assistant Secretary of FEDERAl INSURANCE COMPANY, VIGILANT INSURANCE COMPANY. and PACIFIC INDEMNITY
COMPANY (!he "Companlesj do hereby certlfylhat' (I) theforegolng exI1aetofthe By-Lawsofthe Companies Istrueandcomocl, (Ii) the Companies are duly &eensed and authorized to _ SIlI'e!y
business in all 50 of the United st\fe$ of Ame!i:a .nd the Ilislrict of Coh.Inbia.nd are authorized t1i the U. S. T-.ry IlopaIb"elll; 1iIIher, Federal and 􀁾are Iioensed In PueIlo Ri<:o.nd
the U. S. Vagin 1sIancIs•.nd F_is &eensed in AmeIiean Samoa. Guam, and eaohofthe PnMnoesofcanada """"I::tPrince Edward 1sIarl:t;.nd 􀁾􀁉􀁩􀀩􀀠the foregoing Power of Attorney Is true,
_ and In full force and effect GivenundermyhandandsealsOfsaidCompanie$atW8rren,NJ this 27th "",of November, 2000 Kenneth c. Wendel. AssiSt! sl!Cretary IN THE EVENT YOU WISH TO NOTIFY
US OF A CLAIM, VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER, PlEASE CONTACT US AT ADDRESS LISTED ABOVE, OR BY Telephone (908) 903-3485 Fax (90B) 903-3656 e-mail:
surety@chubb.com 
G S Post Office Box 9010 Addison, TAMMYRlVES PURCflASING COORDINATOR INVITATION TO BID The Tewn ef Addisen Is accepting bids frem all interested parties for Miscellaneous Paving Imprevements
on Midway Read and Querum Drive. Bid No.: 01-07 Bid Name: Miscellaneous Paving Imprevements en Midway Rd. & Quorum Dr. -2001 Bid Opening: 2:00PM Nevember 27, 2000 Office of the Purchasing
Coerdinater Addisen Finance Building 5350 Belt Line Addison, Texas 75240 Estimate: $91,000 Please pay particular attentien to. 1.3 regarding delivery ef yeur bid. If yeu de net wish
to. bid, but de wish to. remain en the bidder list, please return an envelope with your cempany name and address en the outside and clearly marked "NO_BID" BID #01-07 It will not be
necessary to. return any ef the bid ferms er decuments if you wish to. uNO-BID". Late bids will be returned !JOQRlilned. and unsigned bids will be rejected as non-responsive. For questions
cencerning the biding process, contact Tammy Rives, Purchasing Ceerdinator, at 9721450-7091er e-mail trives@ci.addisen.tx.us. Fer questiens cencerning the scepe ef the work contact Mr.
Steve Chutchian, Assistant City Engineer at 972-450-2886 er e-mail schutchian@ci.addisen.tx.us. .Page 1 of 14 
TOWN OF ADDISON INSTRUCTIoNS TO BIDDERS 1.0 RECEIPT AND PREPARATION OF THE BID 1.1 Bids will be received by the Purchasing 􀁾􀁯􀁯􀁲􀁤􀁩􀁮􀁡􀁴􀁯􀁲􀀠of the Town of Addison until time specified
in the Invitation to Bid, at which time bids will be publicly opened and read aloud, in the Finance Building of,the Towil of Addison located at 5350 Belt Line Rd., Addison, TX 75240.
Bids must· be received by the specified time in order to be considered; and bids submitted after this closing time will nol be considered and will be relurned unopened. 1.2 Each bid
shall be enclosed in a sealed envelope, addressed to the Purchasing Coordinator. Town of Addison, P.O. Box 9010, Addison. Texas. 75001. Bids musl be labeled in the lower left-hand corner
with the bid name and number. Bidders musl also include their company name and address on the outside of the envelope. 1.3 Bidders are responsible for making certain bids are delivered
10 the purchasing department. Mailing ofa bid does not insure that the bid will be delivered on time or delivered at all. If bidder does not hand deliver bid. it is suggested that helshe
use some sort of delivery service that provides a receipt 1.4 Bids may be withdrawn prior to the above scheduled time set for closing of the bids. Any bid received after the time and
date specified will not be considered. 1.5 The Town of Addison reserves the right to postpoue the date and time for opening bids through an addendum. 2.0 TAXES All bids are required
to be submitted withQl.!!; State Sales taX. The Town of Addison is exempt from payment of such taxes and a Tax Exemption Certificate will be executed for the successful bidder. 3.0 SCOPE
OF WORK The work under this contract shall consist of the items or services contained in the bid, including all materials, equipment, labor and all other items necessary to complete
said work in accordance with the contract documents. 4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITES 4.1 Before submitting a bid, each bidder must thoroughly examine the contract documents
and project site to ensUre that the services you are proposing meets the intent of these specifieations. 4.2 The Town of Addison is not responsible for incomplete bid packets. 4.3 Bidders
are instructed to retorn all pages of bid packet that contain written responses from you. 5.0 BIDDING 5.1 Bid Bond The Bidder will be required to submit a Bid Security. made payable
to the Town of Addison in the amount oHive per cent (5%) of the Bidders tota! bid price. Security shall be in the form ofa certified bank check or a Bid Bond issued by a corporate surety
authorized and admitted to do business in the State ofTexas and licensed by the State to issue surety bonds. The surety shall also appear as a qualified surety on the list from the U.S.
Treasnry Department. Page 2 of 14 
The Bid Security of the Successful Bidder will be retained until such Bidder has furnished a performance bond, payment bond, & maintenance bond equal to the total contract price. Contractor
shall include this cost in his bid. Bonds must be furnished within five (5) days of the Notice of A ward. If the Bidder fails to furnish the required Bonds within the prescribed time,
the Owner may annul the Notice of Award and the Bid Security of that Bidder will be forfeited. The Bid Security of any Bidder whom the Owner believes to have a reasonable chance of receiving
the award may be retained by Owner until the Contract is awarded. . Attorneys-in-fact who sign bid bonds must file with eaCh bond, a certified and effectively dated copy ofthetr Power
ofAttorney. . 5.2 Bidders are instructed to consider the following factors in preparation ofyour bid: a. Bids shall remain firm for a period of45 calendar days after the scheduled bid
opening. b. Exceptions to any specifications, or part thereof, must be clearly stated and and included with your Bid Proposal Form. c. Bidders are instructed to include all necessary
charges, related to this contract. 6.0 AWARD OF CONTRACT 6.1 The Town ofAddison reserves the right to reject any or all bids, reject any particular item on a bid, and to waive immaterial
formalities. The contract will be awarded to the lowest responsible bidder whose bid is most advantageous to the city, price and other factors considered. 6.2 Award will be based upon
any analysis ofthe following criteria: Bidders ability to produce the goods or services requested, performance on similar contracts, and an evaluation ofthe bidder's understanding ofthe
purchaser's needs. To demonstrate bidder's qualifications to perform the work, each bidder must submit with their bid, five(5) customer references for IDlli!l!!: miscellaneous pavement
improvements projects, including name ofcustomer, telephone number and individual to contact. 6.3 The anticipated start date is as soon as practical after the bid is awarded. The Contractor
will have thirty (30) calendar days to finish the project, from start date to completion of the project. (The owner feels this project can easily be completed in thirty days or less)
6.4 A Purchase Order will be issued in lieu of a contract agreement and 90% of the total price will be paid within thirty days ofacceptance of the work and receipt of an invoice from
the contractor. The final 10% will be paid when approved by the City Council. 6.5 One contract shall be awarded to the lowest responsive bidder based on the total of improvements on
all three street segments combined. 7.0 CERTIFICATES OF INSURANCE REQUIRED 7.1 The Contractor shall agree to furniSh and maintain, during the period of this agreement, insurance coverage
meeting the following requirements: a. Commercial General Liability Insurance at minimum combined single limits of$500,000 per occurrence and $1,000,000 general aggregate for Bodily
Injury and Property Damage. which coverage shall include Products/Completed Operations, ($1,000,000 ProductsICompleted Operations Aggregate) and XCU (explosion, collapse & underground)
Hazards. Coverage for Products/Completed Operations must be maintained for at least two (2) years after the work is completed. Coverage must be written on an Occurrence Form. Contractual
Liability must be maintained with respect to the contractor's obligations contained in the contract. . Page 3 of 14 
----. 􀀭􀁾􀀭􀀢􀀢􀀢􀀢􀀺􀀺􀀺􀀺􀀭􀀭􀀭􀀭􀀢􀀽􀀽􀀽􀀠b. Workers Compensation insurance al statulory limits, including employers liability coverage at minimum limits of$1 00,000 per occurrence
-each accidenj, $100,000 per occurrence -disease, and .$500,000 aggregate -disease. c. Commercial automobile liabilily insurance al minimum combined single limits of $500,000. per occurrence
for owned, non-owned and hired coverage. 7.2 Contractor shall provide the following endorsements: a. Named insured worditlg which includes the Contractor and the Town of 􀁁􀁤􀁤􀁩􀁳􀁯􀁾􀀠with
respect to general liability, automobile liability. b. All liabilily policies shall contain cross liabilily and severability of interest clauses. c. A waiver of subrogation in favor
of Ihe Town of Addison with respect 10lhe worker's compensation insurance and all other insurance policies. d. The policy shall be endorsed to require the insured to immediately notify
the Town of Addison of any material changes in the insurance coverage. 7.3 All insurance insurance shall be purehased from an insurance company, which meets the following requirement:
a. Must be issued by a carrier, which is rated "A-I" or better by A.M. Best's Key Rating Guide. b. Licensed and admitted to do business in the State of Texas and is a subscriber to the
Texas Guaranty Fund. 7.4 All insurance must be written on forms filed with and approved by the Texas Slate Board of Insurance. Certificales of insurance shall be prepared and executed
by the insurance company or it's authorized agent and shall contain provisions representing and warranting the following: a. Thc company is licensed and admitted to do business in the
state of Texas. b. The Texas State Board ofInsurance has approved the company's forms. c. Sets forth all endorsements as required above. d. The Town of Addison will receive at least
thirty (30) days notice prior to canceDation or termination of insurance. 8.0 BONDS REQUIRED Bonds must be executed prior to beginning work on the project and must be executed by a corporate
surety authorized and admitted to do business in the State of Texas and licensed by the State to issue surety bonds. The Surety must be listed in the most recent U.S. Treasory Department's
"List of Acceptable Sureties", issued annuaDy on July 1. 􀁾􀀠8.1 The Bid Bond shall be made payable to the Town ofAddison in the adlount of five per cent (5%) of the Bidders total bid
price. Security shall be in the form of a certified bank check or a Bid Bond issued by a corporate surety authorized and admitted tb do business in the State of Texas and licensed by
the State to issue surety bonds. The surety shall also appear as a qualified surety on the list from the U.S. Treasory Department . Page 4 of 14 
8.2 The PerConnance Bond shall be in an amount equal 10 the total contract price and guarantee that the Contractor shall repair and/or replace any defects in. workmanship or materials
used therein, for a period of one (1) year from the date affinal acceptance of the work by the owner. 8.3 The Payment Bond shall be in an amount equal to the total contract price and
guarantee payment to all persons supplying labor and materials or furnishing equipment in the execution of the Contract. ' . .. . 8.4 The Maintenance Bond shall furnish by the contractor
the Owner, upon accept,aIice of the work by the Owner. Such Maintenance Borid shall be for a period 'of one year from the date of acceptance. The amount of the Maintenance Bond shall
be 100% of the Contract Price. _All bonds shall be signed by Contractor as principal and by an established bonding company approved by Owner, as surety. Bonds shall be accompanied by
appropriate power-of-attomey clearly establishing extent and limitations of authority of each signer to so sign, and where the work is performed and to whom any requisite notices may
be delivered and on whom service of process may be had in matters arising out ofsuch suretyship. All bonds shall be made on forms complying with requirements oflaws of the State of Texas
. . .. Page50fl4 
Special Instructions Miscellaneous Paving Improvements on Midway Rd. & Quorum Dr. -2001 1.0 General 1.1 The bid price shall reflect all necessary charges to include the furnishing of
all labor and materials necessary for the complete construction of these repairs. Construction shall be in accordance with all contract documents, the latest edition of the NTCOG Standard
Specifications for Public Works Construction, and as described in the specifications. Signs, barricades, warning devices, as a minimum, shall conform to the Texas Manual on Uniform Traffic
Control Devices . 1.2 All Work within the public right-of-way shall also comply with the Town of Addison StreelExcavation Ordinance #85-094, #88-031 and #608. 1.3 All construction on
Midway Road and Quorum Drive mnst be performed Sunday through Thursday between the hours of 10:00 p.m. and 6:00 a.m. The Street Superintendent shall approve all lane closures. 1.4 The
contractor shall maintain a minimum of one lane of free flow traffic, in each direction on Midway Road and Quorum Drive, at all limes. 1.5 A copy ofthe concrete balch design shall be
submitted for approval, prior to construction. 1.6 Unless stated otherwise on location sheet all pavement repairs to be made without remcving existing curb. Street Superintendent to
determine location of gutter saw line. 1.7 Contractor shall adjust all boxes, valve stacks, clean outs, etc. to finish grade as directed. . . 1.8 All communication with adjacent property
owners or tenants shall be the responsibility of the Street Superintendent. 1.9 Owner reserves the right to sequence locations of work as necessary. 1.10 Contractor shall employ a qualified
project manager who will be responsible for directing all work crews. Project Manager shall remain on the job at all times, in order to supervise the work of all sub-contractor, as well
as the Contractor's own work crews. Page6of14 
! FULL-DEPTH REPAffi OF EXISTING CONCRETE PAVEMENT Description. This Item shall govern for full-depth repair of portland cement concrete pavement in accordance with the existing roadway
section and the details shown on the plans, and to the lines and grades established by the Engineer. Materials. (1) Concrete. Concrete shall be ASTM C-150 Type I. The course aggregate
shall be either Grade 2 or 3. Air entrainment will be required. (Air entrained content of three (3) to six (6) percent, or as directed by the Town of Addison Street Superintendent) The
fine aggregate shall be Grade 1 with a fineness modulus of 2.3 to 3.1. All admixtures used shall be pre-approved by the Town of Addison Street Superintendent. except the addition of
an ASTM Type C non-chloride set-accelerating admixture that may be required at the job site when the temperature of the concrete is above 55 degrees F. Either transit-mix or central-mix
concrete will be permitted. If the concrete fails to reach the required 24 hour strength. the Town of Addison Street Superintendent may direct that the concrete be removed and replaced
at the Contractor's expense. Concrete shall be designed to include seven and a half (7 !-It ) sacks of Type I cement. The maximum water cement ratio shall not exceed 5.5 gallons per
sack. An ASTM Type A water-reducing admixture and an ASTM Type C non-chloride set-accelerating admixture may be used to achieve the earliest possible concrete-setting times. The concrete
will be designed to achieve a minimum flexural strength of 550 p.s.i. in 24 hours. Additional minimum flexural strength requirements are 750 p.s.i, in 14 days. (2) Epoxy. . Epoxy shlill
be AI03 or approved equal and shall be installed per the manufacturer's instructions. Construction Methods. The areas to be repaired will be outlined on the slab by the Town of Addison
Street Superintendent. The square yardage shown on the plans to be repaired is for bidding purposes only. Actual dimensions of areas to be repaired will be determined during construction
by the Town of Addison Street Superinteudent. A pressure relief groove approximately 2 inches deep shall be sawed transversely 6 inches (to the inside) from the patch ends. Full-depth
saw cuts shall be made transversely along the patch ends. Unless otherwise shown on the plans, longitudinal saw cuts shall be full depth along the patch sides. If in the opinion of the
Town of Addison Street Superintendent, spalling occurs along the full-depth longitudinal saw cut, the longitudinal saw cutting shall then include a longitudinal 2-inch deep pressure
relief groove and be performed in the same manner as the transverse saw cutting. Additional full-depth saw cuts may be made as needed to facilitate removal of the concrete within the
limits of the required full-depth cuts. Concrete adjacent to the patch shall not be spalled or fractured ..-by tbe removal procedure. NOTE -Only perimeter full depth saw cuts are a pay
item. All additional saw cuts are incidental to the pavement pay item. The concrete shall be removed, taking care not to disturb the uuderlying pavement support. The total lift-out method
shall be used within the limits of the full-depth saw cuts. The lift -out method shall include having the slab Page 7 of 14 
loaded directly onto trucks. There shall he no breaking up of the slab along side the repair area. All loose sub-base material shall he removed and replaced with concrete, and is incidental
to the pavement pay item. With regard to individual repair locations, the Contractor shall schedule his work so that the concrete placement will follow the fuJI-depth saw cut by' no
more than seven (7) days . . Repairs made on streets requiring night work will he excavated, poured, and open to traffic in eight (8) hours. Repairs on streets allowing daytime work
must be opened to traffic within twelve (12) hours of start of excavation. New reinforcing bars shall be placed and firmly supported by approved bar chairs. For all concrete pavement,
the following procedUre of reinforcement shall apply: The longitudinal tie-bars shall be reinforcing steel as detailed on the plans. The depth of reinforcing steel into the existing
concrete shall be not less than 6 inches. The longitudinal tie-bars shall be epoxy grouted into the existing concrete. Transverse tie-bars shall he No. 5 X 24 inches reinforcing steel
and shall be epoxy grouted, with the same grout as used for the longitudinal tie-bars, into the existing concrete pavement to a depth of 12 inches. All reinforcing steel for the repair
shall be No.5 X 12" on center. Drilling of holes for tie-bars in the existing slab shall be by core drilling only, no . hand-held hammer or impact drilling pennitted. Concrete placement
shall not hegin in a given patch until the tie-bar and dowelbar grout has attained sufficient strength to preclude displacement of the tie-bars by the concrete, or as determined by the
Town of Addison Street Superintendent. Grout retention disks shall be used when required on the plans. Immediately prior to placing the concrete, the sub-base and eacb face of existing
concrete shall be wetted. Approved hand manipulated mechanical vibrators shall be used to insure the proper consolidation of the concrete. The concrete shall be screeded to the elevation
of the adjacent concrete pavement and checked with a straightedge to insure that the riding surface will be satisfactory. The concrete shall be given a broom fmish and all edges shall
be tooled. The concrete shall be cured immediately after fmishing operations have been completed. Membrane curing shall be used for the curing of the repaired area.The curing period shall extend only until the repaired area is opened to traffic. . The repaired area may he opened to traffic when the concrete has attained a flexural strength of 255
p.s.i. All test specimens representing tests for opening to traffic shail be cured using the same methods and under the same conditions as the repaired area. Mpdifications to the specified
construction methods, requested by the Contractor, must be submitted to the Town of Addison Street Superintendent in writing for his approval. . Page 8 of 14 
.... -..􀀮􀀮􀀮􀀮􀀮􀀻􀀮􀀮􀀮􀁾􀁾.. -.. --... Measurement. This Item will be measured by the square yard of surface area, except for areas that require repair which were damaged by the
negligence of the Contractor. Payment. The work perfonned and the materials furnished in accordance with this Item and measured as provided under "Measurement" will. be paid for at the
unit price bid for "Reinforced Concrete Pavement", of the nominal depth specified. This price shall be full compensation for additional sawing and breaking the existing pavement structure:
for the removal and loading of the broken concrete or loose sub-base; for furnishing ·all materials; for all reinforcing steel: for all curing; and for all manipulations, labor, .equipment,
tools and incidentals necessary to complete the work. Expansion joints are subsidiary and IIQ! a pay item. Miscellaneous Paving Improvements on Midway Road and Quorum Drive· 2001 Midway
Road (south of Belt Line Rd.) 182 s.y. Midway Road (north ofBelt Line Rd.) 167 s.y. Quorum Quorum Drive (aU lanes) 86s.y. Note: the quantities shown above represent total square yardage
of repair for each street segment. The Town ofAddison shall mark individual repair locations prior to initiation of construction. Page90f14 
, . . " .􀁾􀁾􀁅􀁐􀁎􀂫􀁮'rAAliMStS!i; 􀁓􀁐􀁁􀁁􀁾􀁦􀁑􀁈􀀠, , -(·(I"MIN. (J,N.a, AElJOW EXISTIRO lIta.vooO 􀀢􀀢􀁁􀀡􀀩􀁾􀁁􀀠'. Page lOof 14 
.. -, : _PHASE r PHASE .fr' • f I .,' f " Page 11 of14 
Affiant further states thnt Bidder hIlS not paid, given, or donated Or agreed to pay. give or donate 10 any officer or employee of the Town of Addison any money or other thing of value,
either directly or indi tly. in • f the Contract BID FORM BID NO. 01-07 MISC. PAVING IMPROVEMENTS ON MIDWAY RD & QUORUM DR. -2001 __ .--r BIDDER'SNAME J]):) V/l'f/vvtz.:,1'? T.I.N•.______
ADDRESS t,.(l· () &y YJ ] I 'i 7 CITY 􀁥􀀺􀀲􀁫􀁁􀀴􀀯􀁾􀁡􀀠ZIP "7 SOf"3 PHONEl"l7A ?,Cij_. /2-::z-o E-MAILJ-7",.4L l!:J ,.oJ􀁾􀁴􀀺􀁑􀁾􀁃􀁾􀀠I have received. read and understand all pages
of these instructions IlI1d specifications. 1will abide by all areas of these specifications. and I am n legal agent of the above n8ll'led company. authorized to sign this bid. AUTHORIZED
􀁏􀁆􀁆􀁉􀁃􀁅􀁒􀀯􀁏􀁗􀁎􀁅􀀮􀁾􀁾􀁦􀁴􀀻􀀱􀁾􀁌􀀭_____􀀨􀁾􀁾􀁾􀁌􀀺􀀭􀁟􀁾􀀠-:. re) NAMEOFCONTACT ___􀁾􀁾􀁾__􀁾􀂣􀀯􀁾􀁾􀁟􀁾􀁾􀁾􀁟􀁾􀁾____________________ ••••••••••••••••••••••••••••••••••••••••••••••••••••
••••••••••••••••••••••••••1 MIDWAY ROAD (SOUTH OF BELT LINE RD.) Item # Estimated Qty. Description Unit Price Total !6/pvo·101 Lumpsuril Mobilization, Bonds & $ t..tl<. v't::/CJ Insurance
102 Lump sum Barricades, signs and jCl/()c;o $ Iq ,::toO Traffic control devices 103 182 Square yards Concrete excavation $:ZS'"'" $ L/5.ro.9-' including hauling and disposal of surplus
materials 104 182 Square yards 8n +550 psi Flex 24 Ms. $..;z..9,..z. AJ $ S 1, /t-/ty .fY 50 Flex at 14 days, reinforced concrete pavement complete in place $ S t7,::t1!:1 ...s..-'105
Lump sum Full depth sawed breakout groove perimeter only SUB-TOTAL MATERIALS AND SERVICES $ 􀁾􀁾tfr 􀀹􀁾􀁧􀀬􀀮􀀠< Page 12 of 14 
J MIDWAY ROAD (NORTH OF BELT LINE RD.) Item # Estimated Qty. Description Unit Price Total 0201 Lump Sum Mobilization, Bonds & $/t?􀁌􀁾􀀯􀁴􀀷􀀠 Insurance "-' 202 Lumpsum Barricades, signs
and $ /t:l£ t7(.() Traffic control devices L/1 7Y .i:'203 167 Square yards Concrete excavation $..2)"'" $ including hauling and disposal of surplus mateials 204 167 Square yards 8" +
550 psi Flex 24 hrs, $;:2 :7'.2"'" $ if1/7C'i./£>'-' 50 Flex at 14 days, reinforced concrete pavement complete in place <-' 205 Lump sum Full depth sawed breakout $ S.:?Q&I groove perimeter
only SUB-TOTAL MATERIALS AND SERVICES $ 7 Z 7..7/.9-OUORUM DRIVE (ALL LANES} . Item # Estimated. Qty. Description Unit Price Total 􀁾􀀠 301 Lump Sum Mobilization, Bonds & 􀀤􀀻􀁚􀁾􀀠
Insurance $ ;:2.-P= 􀁾􀀠302 Lump Sum Barricades, signs and Traffic control devices 􀀤􀀲􀀭􀀵􀀧􀁾303 86 Square Yards Concrete excavation $ 2/f.:? .s..including hauling and disposal of
surplus materials <2P ...304 86 Square Yards 8" + 550 psi Flex 24 hrs. $..2. '7.,.2 $2-5"£:/1250 Flex at 14 days, reinforced concrete. pavement complete in place s;".. 305 Lump Sum Full
depth sawed breakout 􀀤􀀺􀀲􀀭􀁾􀀠 groove perimeter only 3 􀁾􀀮􀀷􀁾􀀮􀀮􀀮􀁺􀀮􀀮􀀵􀀧SUB-TOtAL MATERIALS AND SERVICES $ GRAND TOTAL MATERIALS AND SERVICES $/91 £;iY.::Y Page 13 of 14 
Customer References Company Name Contact Phone Number 􀀱􀁾􀀮__________________________________________________________ 2.,________􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭�
�􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭3;,__􀁾􀁾______________________________􀁾_______________ 4._____________________________________________________ 5.,_____________________________________________________
, Page 14 of 14 
December 01, 2000 MEMORANDUM To: Chris Terry, Assistant City Manager Through: Mike Murphy, P.E., Director ofPublic Works From: Steve Chutchian, P.E., Assistant City Engineer Cc: Jim
Pierce, P.E., Assistant Director ofPublic Works Jim Wilson, Project Manager Subject: Paving Improvements on Midway Road and Quorum Drive Contract award to apparent responsive low bidder.
Attached is a bid tabulation and reference checks from the Public Works Department for the proposed contract award ofPaving Improvements on Midway Road and Quorum Drive. All construction
on Midway Road and Quorum Drive will be performed Sunday through Thursday between the hours of 10:00p.m. and 6:00a.m. Portions ofMidway Road and Quorum Drive have experienced extensive
pavement failures. The existing pavement has approached the end of it's expected service life and a combination ofrepetitive wheel loadings and storm water have created numerous pavement
failures. This project performs full depth pavement repairs needed to restore the integrity of of each existing roadway. The lowest apparent responsive bidder was Ed A. Wilson, Inc.,
in the amount of $97,440.00. The original estimate for this scope ofwork was $91,000.00. The total bid was slightly higher due to anticipated winter weather conditions. Staffrecommends
that Council authorize the City Manager to enter into a contract with Ed A. Wilson, Inc. for paving improvements on Midway Road and Quorum Drive in the amount of$97,440.00. 
BID EVALUATION DATE: 11128100 WORK: Paving Improvements on Midway Rd. & Quorum Dr. -2001 BY: EngineeringiJ.Wilson BIDDER: BIDDER: BIDDER: ITEM NO. & DESCRIPTION UNIT PRICE JDJ UNIT PRICE
Gibson UNIT PRICE Wilson MIDWAY RD: SOUTH OF BELT LINE RD: 101 Mob., Bonds, Ins. LS $10,000 LS $6,920 LS $5,000 102 Barr, signs, traffic LS $10,000 LS $2,345 LS $2,500 103 ConcExcavHaulDisp
$25.00 x 182sy $4,550 $30.00 x 182sy $5,460 $25.00 x 182sy $4,550 104 ReinfCon Pav8inch $292.00 x 182sy $53,144 $149.00 x 182sy $27,118 $140.00 x 182sy $25,480 105 FuliDepthSawBrkGro
LS $5,000 LS $1,125 LS $3,000 Subtotal: $82,694 $42,968 $40,530 MIDWAY RD: NORTH OF BELT LINE RD: 201 mob, Bonds, Ins. LS $10,000 LS $6,015 LS $4,500 202 Barr, signs, traffic LS $10,000
LS $2,120 LS $2,250 203 ConcExcavHaulDisp $25.00 x 167sy $4,175 $30.00 x 167sy $5,010 $25.00 x 167sy $4,175 204 ReinfCon Pav8inch $292.00 x 167sy $48,764 $149.00 x 167sy $24,883 $135.00
x 167sy $22,545 205 FuliDepthSawBrkGro LS $5,000 LS $1,060 LS $2,500 Subtotal: $77,939 $39,088 $35,970 QUORUM DRIVE (ALL LANES) 301 Mob Bonds, Insur LS $2,000 LS $3,165 LS $3,000 302
Barr, signs, traffic LS $2,000 LS $1,115 LS $2,000 303 ConcExcavHaulDisp $25.00 x 86sy $2,150 $30.00 x 86sy $2,580 $25.00 x B6sy $2,150 304 ReinfConcPav8inch $292.00 x 86sy $25,112 $149.00
x 86sy $12,814 $140.00 x 86sy $12,040 305 FuliDepthSawBrkGro LS $2,000 LS $750 LS $1,750 Subtotal: $33,262 $20,424 $20,940 GRAND TOTAL: $193,895 $102,480 $97,440 ======== ======== .::::=====

ifY MISC. PAVING IMPROVEMENTS ON MIDWAY ROAD AND AND QUORUM DRIVE BID NO 01·07 DUE: NOVEMBER 27,2000 BIDDER SIGNED TOTAL '-􀀱􀁾􀀰􀀱􀀱􀀧􀀸􀀧􀀢􀁏!!,!:􀀻􀁾􀀠/Q3:gqye 741of!:: " Witness

TOWN OF ADDISON BID ATTENDEES ON)7 Mise PAVING IMPROVEMENTS ON MIDWAY RD & QUORUM DR, 2001 OPEN: 2:00PM November 27, 2000 COMPANY YOUR NAME 1. Ep A 􀁗􀁉􀁛􀀵􀁴􀀩􀁾􀀭elf/It--Vm-t:ffJL.PfMR:{)j
2. Qtm /',;#,.",,:.. L 􀁾􀀮􀁾􀁾􀁾􀁊􀀻􀀮􀀠3. 'il>Wi1 J) I-IMJls:rn, /I4. STevE Cf!VTCllfl'1/l/(I5. 't6. 7. 8. 9. 10 . 11 • 12. 13 . 14. 15. -􀀭􀁾􀀢􀀠. -, ".', : 
, )(. 4!:-nZ!*-f 􀁰􀁾􀀠􀁾􀀠I MEMORANDUM 4"0: Chris Terry, Assistant City Manager Mike Murphy, P.E., Director ofPublic Works 􀁾􀀠"'..... :r-erN E/t§+e<e. Cf/</Tc!I#"") 1", e:; A>J/JIYr-,'/From:
Jim lliefee, P.E., Assistaul City Ellgineei -;=. p, "', J1'" W E'fi!{.. tF) ,ff.l) /.f l'JitT tJIe ec r 􀀺􀀱􀁾. , .C(. < .:JI'\ 􀁴􀀮􀁁􀁴􀁳􀀰􀁾􀀮􀀠p.e.> T "'-1-,....,+ .. < • Subject:
. Proposai nom G1:t\V Ellgifleers. 􀁨􀀱􀁾􀀬􀀠for lilagil'lcCling; 5urveymg and Geoteehnical 􀁳􀁥􀁦􀁾􀀧􀁴􀁫􀀮􀁾􀁾􀁾􀁾􀁤􀁒􀀻􀁾􀁮􀁳􀁴􀀺􀁵􀁾􀁾􀁉􀁉􀀻􀁟􀁐􀁾􀁳􀁥Olle 'o0si8'l 􀁁􀁴􀁴􀁡􀁾􀁨􀁥􀁤􀀠is
a 􀁾􀁾􀁾􀁾􀁂􀁗􀁾􀁥􀁲􀁳􀀬Inc. 􀁦􀁾􀁲􀀠engineering services for the reconstruction ofMidway Ro li-om Belt Lme Road to Keller Sprmgs Road. The proposal represents Phase One ofwhat is anticipated
to be a two-phase design process. Phase One consists ofthe preparation ofall the construction plans and specifications necessary for the reconstruction work except for construction sequencing
and traffic control, landscaping and irrigation, storm water pollution prevention plan and erosion control, signalization, temporary lighting, and sidewalks. All median opening widths,
turn laue leugths, and street and driveway radii will be reviewed and design changes made where appropriate. The engineering report to be prepared with Phase One will provide a basis
for the Town to establish a construction phasing and funding approach for this project. 􀀮􀀮􀀮􀁾􀀠Phase Two will consist of completing the remaining construction plans along with separating
the plans prepared in Phase One into a separate bid packages for construction phasing purposes. Public notification and coordination with other cities, DART and affected businesses will
be e 􀁾􀀠.-",7'; included in Phase Two. Bidding and construction phase services will also be provided. Ifit is 8Iil.'to 􀀢􀀧􀁾􀀠 determined during Phase One that the Midway Road reconstruction
project will precede the 7"'r e/r,." 􀁾􀀠􀁾􀀠. (j'. Arapaho Road extension, the design ofthe box culvert crossing at Midway Road will be included S.,J'c in the the Phase Two design.
The total proposed cost forlhe Phase One Design is $313,700.00. The design is estimated to . -1:r/(':olttake 200 calendar days exclusive ofreview time. Funding for this project will
come from the 􀁡􀀻􀀺􀀺􀀺􀀺􀁾􀀢􀁧􀀬􀀠I 2000 Bond Sale. _ 􀁾􀁌􀀠􀁾Po i "':14 t:-4'L.•J: 􀁾􀀠(,97;' "Staff recommends that Council authorize the City Manager to enter into a contract with
GftW 􀁾􀀠. t: d h>"C:c;􀁅􀁬􀁉􀁧􀁩􀁵􀁥􀁥􀁬􀁳􀁾􀀮􀀠for Phase One EngineerinsJlesiIP,for; $3 13,700.00. 'L.-;f-..,(,. 􀁾􀁾􀀠-""'L 􀁉􀁾􀀠'k 􀁲􀁾􀀮􀀮􀀮􀀠􀁃􀁾􀀠􀀧􀁾􀀠! 􀁾􀀠its '4#" 6iho,:z!?
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qe:::: 􀁌􀁾"!C O-.A' ..s 􀁦􀁦􀀧􀁾􀀯􀁖7r: o;t=. -< 􀁾􀀠􀁾􀀠􀁾􀀠1"-7'(?-; "11k:.-􀁥􀀻􀁳􀀷􀀱􀁾􀀠􀁾􀀮􀁦9!4Jt) 􀁾'l..-7}/􀁾/'1':-.;> 􀁾􀁣Jr' -"'::r I C-I (,{' 􀁾􀁉􀁐􀀼􀀠tl"<.."'fr )' .