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CONSENT AGENDA #2a -Approval of the Minutes for the September 11, 2001 Council Meeting. #2b -Approval of construction and authorization of final payment in the amount of $240,133.14
to Ed Bell Construction for completion of Arapaho Road, Phase I. City Council Agenda 09-25-01 
DATE SUBMITIED:_9J17101____ FOR COUNCIL MEETING:_9125101 ____ Council Agenda Item: '2.. b SUMMARY: This item is to request Council to accept the construction ofArapaho Road, Phase J,
and authorize final payment to Ed Bell Construction Company. 􀁾􀁷􀁤􀀱􀁬􀁺􀀠􀁔􀁨􀀴􀁾􀀠\q;'I'BFINANCIAL IMPACT: 􀀤􀁍􀀬􀀭􀁾􀀠􀁾􀁥􀀮􀀮􀀠􀁜􀀢􀁾􀀧􀁜􀀠Original Contract Amount: $3,940,277.00
Final Contract Amount: $3,984,675.15 Final Pay Request Amount: $240,133.14 Funds are available in the Streets Capital Projects Fund BACKGROUND: This project was substantially complete,
except for a few punch list items, in December, 1999. Since that time, all punch list items have been completed, but staff and the contractor could not agree on the actual quantity installed
for a significant number of the unit price items ofthe contract. Most ofthe item disputes were with a subcontractor to a subcontractor. At the same time, Ed Bell Construction was completely
inunersed in the construction ofthe American Airlines Center, and staff got the feeling that they were focusing all of their attention on that project. The positive side of this is the
Town has had full use of Arapaho Road Since December, 1999, and, has been able to earn interest on the $240,133.14 due the contractor. Also, the contractor's one year Maintenance Bond
will begin as ofthe date ofCouncil's acceptance, so that stretches out the time we have to require the contractor to make warranty repairs. Nine change orders were issued during the
course ofthis contract and that, plus adjustment ofquantities during the course ofthe work caused an increase in the contract ofonly $44,398.15, or 1.13 percent. This figure is quite
remarkable considering the challenges and degree ofdifficulty ofthis contract. The contractor has submitted his affidavit ofbills paid, consent ofsurety to final payment and one year
maintenance bond, as required. RECOMMENDATION: Staff recommends that Council accept the construction ofArapaho Road, Phase I (From Dallas Parkway to Addison Road), and authorize final
payment of $$240,133. 14 to Ed Bell Construction. 
3 􀁾0 t 'f -0fro, 1'2..0 
_______________________ _ 􀁾􀁾􀁾􀀮􀀬􀀠Public Worb I Engineering 16801 Westgrove. P.O. Box 9010 Addison, Texas 75001·9010 Telephone: (972) 450·2871 • Fax: (972) 45()'2837 DATE ATTENTION
RE: GENTLEMAN: J WE ARE SENDING YOU lI!II Attached o Under separate cover via _____the following items: o Shop Drawings o Prints o Plans 0 Samples 0 Specifications 0 _________________________
o Copy of letter o Change order COPIES DATE NO. DESCRIPTION I /J I I THESE ARE TRANSMITTED as checked below: o For approval 0 Approved as submitted o Resubmit ______ copies for approval
j(For your use 0 Approved as noted o Submit copies for distribution o As requested 0 Returned for corrections o Return corrected prints o For review and comment 0 o FOR BIDS DUE __________
19,___ o PRINTS RETURNED AFTER LOAN TO US ----------COPYTO ___________________ SIGNED: 􀁾􀁃􀀺􀁴􀀽􀀡􀀲􀁦􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭If enclosures are not as noted, please nOli '..!J 
FAX (214) 352-3201 ED BELL CONSTRUCTION COMPANY POST OFFICE BOX 540787 10605 HARRY HINES DALLAS. TEXAS 75354·0767 DALLAS. TEXAS 75220 September 24,2001 Mr. James C. Pierce, Jr., P.E.
Assistant City Engineer Town ofAddison P.O. Box 9010 Addison, Texas 75001-9010 Re: Arapaho Road Reconstruction Addison Road to Dallas North Tollway Town ofAddison Dear Jim: Enclosed
for you review are the following documents required to finalize this project: 1. Maintenance Bond. (Enell) Ifyou have any questions, please contact our office. 􀁾􀁥􀀺􀁱􀁬􀁲􀀧􀀠y¥i*Ct􀀧􀀧􀁗􀁯􀁾􀀧o_n_c
_o_m_p_an__ RobertD. Weber Project Manager AN EQUAL OPPORTUNITY EMPLOYER 
FAX (214) 352·3201 TELEPHONE (214) 358·6581 ED BELL CONSTRUCTION COMPANY POST OFFICE BOX 540787 10505 HARRY HINES DALLAS, TEXAS 75354·0787 DALLAS, TEXAS 75220 August 24, 2001 Mr. James
C. Pierce, Jr., P,E. Assistant City Engineer Town ofAddison P.O. Box 9010 Addison, Texas 75001-9010 Re: Arapaho Road Reconstruction Addison Road to Dallas North Tollway Town ofAddison
Dear Jim: Enclosed for you review are the following documents required to finalize this project: 1. Affidavit ofFinal Payment. (Encll) 2. Final Billing. (Encl 2) 3. Consent ofsurety
to final payment. (Encl 3) If you have any questions, please contact our office. 􀁩􀁾􀁾􀁬􀁉􀀧􀀲􀀴􀀽􀁾􀁾􀁾􀁙􀀠􀁒􀁾􀀮􀁷􀁥􀁢􀁥􀀺􀁲􀀠Project Mansger AN EQUAL OPPORTUNITY EMPLOYER 
HP LaserJet 32008e TOALASERJET 3200 invent 9724502837 AUG·22·2000 15:38 Fax Call Report Job Date Time Type Identification Duration Pages Result 621 8/22/2000 15:35:27 Send 92143523201
3:00 5 OK "'" ED IIELL CONSTlI.tlCTIO..N COMPANY P.o. BOX 540117 .. DALLAS, TX 􀀷􀀮􀀵􀁈􀀴􀁾􀁃􀀷􀁬􀀱􀀠-.. _ , ";" J "" -.l'hsg ".".. '1trr QQ"""Tln. 1ItIrf JJl1" 1TtrPlt-. :Me.. {k."..
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__ 􀁾...__....__ _ ...􀁾..---. ED SB.L CONSTlWCTION COMPANy '"••􀁾MO"THL y ESTIMATt; JOB NO. &31 ESTIMATEN 22 I'ROJECT_ ARAPAHO ROADRECOIISTRUCTION LOCATlON ADDISON R.OAD TO DALLA.<;
NORTH TOLLWAY FROM JANlJAf'(Y I, 2000 BID DATE. JANuARY 15. 1008 TO RNA!. ENGINEER JAMES C. PIERCE. JR.. P.e OWNER_ CtTY OF ADDISON 􀀮􀁾...... .......nrw... _ , 􀁾.....................-..............
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QUANTITY PRICE COST THIS MONTH TOOAlE,,_ft"n......,,_........._ ...".u.......􀁾􀀠..._ .........." .....___.....􀀢􀁾􀀠 .. ......􀁾􀀭􀀭......-...."" 􀀮􀁾....--......_-101 MO 14,00 BARRICADtS
SIGNS & TAAFF CTFCL 􀁾􀁏􀁑􀀬􀁏􀁏􀀠11)(lOlJ.oO 0.00 0.00 '1>50 82500.00 102 STA 31.00 PREPRf.'jW 160.00 27750.00 0.00 0.00 31.00 2n50.QO 103 SY 12164.00 REM & DiSP OF EX CONC PAVE 7.50
95730.00 0.00 0.00 12627.00 96202.50 104 SF 9683.00 REM & CISP OF EX CONe SW 1.00 90&).00 0,00 0.00 9f10.0p 9710.00 105 CY" 13127.00 uNClASS EXCAVATION (seRAPh,,) 5,00 &5635.00 0.00
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10,00 TRAFF SIGN Rl0·12 MAST AAM MO BS.110 650.00 1,00 65.00 11.00 B35.00 411 EA 2,00 TRAFF SIGN R3-8 MAST ARM MOUN 110,(10 220.00 0.00 0.00 2.00 􀁾􀀮􀁏􀁏􀀠412 EA 7.00 TRAFF SIGN ""..
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HEAD TV VLT 000.00 9600.00 0.00 0,00 12.00 seoo.oo EA 10,00 '2In4SEC$IGN HEAD "fYV.... T 000.00 8000.00 1.00 aoo.OO 11.00 8800.00"'"423 EA 115.00 VACUUM FORM BACKPtATE 3 SEC 50.00 800.00
2.00 20,00 1000 EA ;22.00 VACUUM FORM BACKPLATE 4 SEC 55.00 1210.00 1,00 23.00 .DO.""425 EA 18,00 3 $EO ASTRO BAAC Wl29ln llANOS 85.00 Is:JO.OO 2.00 1100.00 426 EA 22.00 .4 SEC ASTON
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5530.80 429 LF 1B4J.OO 4 CNDR OPl100M CABLE 1.10 .20.27.30 0.00 ?On :lO 43D Lf 1OS6,00 5 CONDUCT SI<) CAilLE #12 AWG 1.10 1141.00 0.00 1038:06 1141.80 431 Lf 862.00 7 CONDUCT $IG CABLE
n.2 AWG 1.25 1071.50 0.00 662,00 1077.50 .,2 LF 110,00 3 CONQUCT BI3 CABLE #14 AWG 0.70 1254.40 D.OO 􀀧􀁾􀀲􀀬􀁏􀁏􀀠1254.'10." LF 899.00 5 CONDUCT slG CAllLE 􀁾􀀱􀀲AWG 1.10 766.90 0.00
....00 7B6.90 434 "F 14&2.00 16 􀁃􀁏􀁎􀁾􀁵􀁥􀁲SIG CABLE R12 AWQ 2,20 3216,40 0.00 t462.OQ 􀀳􀀲􀀱􀀶􀀮􀁾􀀰􀀠43$ EA 22,00 FeD PUSH BUTTON &T10 4B SIGN 110,CO 2'20.00 2.00 :24,00 :284D.OO
,$ EA 11.00 OPT!COM DIRECT SENSORS """.00 6800,00 0,00 11.00 6&00.00 431 EA 6.00 OPTICOM OlScn.IMINATOR MODULe: 2000.00 12000.00 0.00 8.00 12000.00 430 EA 0.00 INSTALL PORT PER INTERFACE:UPL
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0.00 '.00... EA 1.00 CAMERA INTERFACE PANEL (6 CAM 600.00 $00.00 0.00 0.00 1.00 600.00 5.00 5.00 0.00 0.00 1.00 0.00EA 1.00 BNC CONNECTOR ..11 FA 1.00 POWl?R OONOInONER FOR \'Ttl ...
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SENT BY: EBCCj 2143523201 ; AUCl-23-01 8:10AM; PAGE 4/5 503 SF 􀀳􀀴􀁾􀀮􀁏􀁏􀀠CONC CROSSWALKS WISANDBlAS 6.25 :21&12,50 '.00 (l.ao 3490,00 21912.50 504 SF" ....... QUORUM DRJf!RICK ON
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0.00 984.00 16728.00 520 LF 4500.00 NON-PERF PVC PIPE CONNEC'rE.tJ T 15.00 67500.00 0.00 [l.UU aauei.06 !t032b.OO 521 EA 125.00 100 GAl.. 􀀴􀁾ReD OAK 1000.00 125000,00 0.00 0,00 124...
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214.00 1010.00EA RAIN-BIRO 1402 PRESS COM? BUBB 53' EA 318.00 TORO 51OZ-4lI TURF tlEADS IN MED 6.00 1908,00 0.00 0.00 453,00 271&.00 m EA 227.00 􀁔􀁏􀁒􀀰􀀵􀀷􀀰􀁍􀁐􀁒􀁎􀁏􀁺􀁡􀁅􀁓􀁗􀁾􀁅􀀠13.00
2951.00 0,00 0.00 221,00 􀁾􀁬􀀮􀁯􀁯􀀠533 LF 1160.00 41n SCH 110 PVC SlEEVES 5,10 5918,00 0.00 0.00 1100.00 5f)16.00 5:14 le 5260.00 :2 1/2to SCI I 40 PVC 􀁓􀁌􀁅􀁾􀁆􀀮􀁓􀀠(TREE 3.10 1G3OO.00
0,00 0.00 5260.00 16306.00 5:15 EA lloo WEATHERMATIC 11000 SERIES' R 1OQ,00 300,00 0,00 0.00 9.00 900.00 G36 EA 7.00 WEATHERMAn: 11000 􀀤􀁥􀁾􀁬􀁥􀀹􀀠1 11 150,00 10so..00 0,00 0,00 11,00
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0.00 0,00 1180.00 2552.00 544 LF 1 1/21n PVC J:1:IPE. 2.00 :mo.oo 0.00 0.00 1440.00 􀀲􀁴􀁬􀁾􀁏􀀮􀁬􀀩􀀨􀁬' ....00 545 LF 3220.llO 11141n PVC PIPE 1,60 5796.00 0,00 0.00 334Q.oq 601.2,00
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1255,(1) 0,00 0,00 '.00 1255.00 LS '.00 coNNECT SWB ROOF ORAINS 700.00 700.00 0.00 0.00 1,0(1 700.00 Cl\Q:oge Order #3 952.84lS '.00 ORANGE CONSTRUCTION FENCE 95:/.64 952,84 0.00 0.00
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9061,3.0 V LS 0.00 RECONSTRUCT MIUeNlUM ORIVEW 6470.10 O:OQ 0.00 0.00 0.00 0.00' L5 0,00 MATERIAL ON HANO, LtTII,ITiES 1.00 0.00 0.0. 0,00 0.00 0.00 LS 0.00 MATERiAl ON HAND. LANDSCAPE
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_______________________ _ iiiiIiii!!!!!!!!!!i!iiiii!!!i!!!!iiiiiliii""'. Public Works I Engineering 16801 Was!grove' P.O. Box 9010 Addison, Texas 75001-9010 Telephone: [9721450-2871
• fax: {972145()'2837 DATE ?-;L-CJ/IJOaNo. ATTENTiON RE: iIAt?L2 'J Ar􀁾􀀠1/1 d A" t! I. GENTLEMAN: WE ARE SENDING YOU o Under separate cover via _____the following items: 􀁾􀁣􀁨􀁥􀁤􀀠o
Shop Drawings o Prints o Plans 0 Samples 0 Specifications 0 _________________________o Copy of letter o Change order COPIES DATE NO. DESCRIPTION 􀀯􀁾􀀬􀀯􀁊oIj1', 􀁴􀀩􀀮􀀯􀁌􀁾􀀠#-r/(J THESE ARE TRANSMITTED as cheeked below: o For approval 0 Approved as submitted o Resubmit ____copies for approval )ii{For your use 0 Approved as noted oSubmit
copies for distribution o As requested 0 Retumed for corrections o Return corrected prints o For review and comment 0 o FOR BIDS DUE _________19.__ __ o PRINTS RETURNED AFTER LOAN TO
US COPYTO __________________ SIGNED: 􀀫􀀫􀀽􀁦􀀮􀀲􀀺􀁦􀀺􀁾􀀺􀀺􀀧􀀺􀀽􀀭􀀭􀀭􀀭􀀭􀀭If enclosures are not as noted. please n us at onc
e. ·11􀁾􀀠􀁾􀀠wA-TIDINSoo'N.L\J.J PUBLIC WORKS DEPARTMENT (972) 450-2871 􀀱􀀱􀀡􀀱􀁾.......M......􀀮􀀮􀀮􀀬􀀮􀀬􀀢􀀢􀀢􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀬􀀮􀀻􀀻􀀬􀀬􀀧􀀧􀀧􀀧􀀧􀀧􀁾􀁾􀀬􀀻􀀮􀁟􀀠® Pmlt Office Box
9010 Addison, Texas 15001-9010 16801 Westgrove CHANGE ORDER NUMBER 9 Project; Arapaho Road Improvements Phase I Date: June 21, 2001 Owner: Town of Addison Contractor: Ed Bell Construction
Co. P.O. Box 9010 P.O, Box 540787 Addison, TX 75001-9010 Dallas, TX 75354·0787 Engineer: Huitt Zollars, 3131 McKinney Ave, Suite 600, Dallas, TX 75204 Description: Striping Changes at
Dallas Parkway: Elim Exist 24" Stripe 98LF@$3.45 = $338,10 Elim Exist Arrows 8 EA@$35,00=$280.00 Elim Exist 6" Stripe 487 LF@$1.I5 =$560,05 Add 8" Thermo Stripe 826 LF@$2.50 =$2,065.00
Add 4" Thermo Stripe 278 LF @$1.25 =$347.50 Total This Item $3,590.65 Substitute Pine Hall Pavers due to shortage of Glen Gary Pavers: 4,898 SF@$1.85 = $9,061.30 CHANGE IN CONTRACT PRICE:
Original Contract Price: $3,940,277.00 Net Increase, Change Order Nos. I -8 $51,724.36 Net Increase This Change Order: $12,651.95 hange Order Nos. I 9 Contractor Approval: 􀀭􀁾􀀮􀁐􀀺􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀺�
�􀀭􀀺􀀺􀀺􀀭Town of Addison Approval: 􀀢􀀢􀀧􀀭􀀭􀁴􀁣􀁬􀀼􀁾􀀢􀀭􀀢􀁾􀀢􀀧􀀭􀁣􀁾􀀭􀂱􀀭􀀢􀀢􀀼􀀠Date: $4,004,653.31 
_______________________ _ I􀁏􀁁􀁔􀁅􀀶􀁾􀀲􀀱􀀭􀀰􀀱􀀠IJOBNO 􀁾􀁾􀁾􀀮􀀬􀀠Public Works I Engineering 16801 Wes!grove • P.O. Box 9010 Addison, Texas 75001-9010 Telephone: (972) 450-2871 •
Fox: (972) 450-2837 􀁉􀀧􀁾􀀠GENTLEMAN: WE ARE SENDING YOU o Shop Drawings o Copy of letter COPIES DATE NO. ;L 􀁾􀁁􀁴􀁴􀁡􀁣􀁨􀁥􀁤􀀠o Prints o Change order o Under separate cover via _____
the following items: o Plans 0 Samples 0 Specifications 0 ____________________ DESCRIPTION /YnQ/fla 􀁉􀁾􀀠CJ--f Udfl4JJ cOrd-trtf=. l',if I ! : , ! THESE ARE TRANSMITTED as checked below:
􀁾􀁯􀁲approval 0 Approved as submitted o Resubmit ____ copies for approval o For your use 0 Approved as noted o Submit copies for distribution o As requested 0 Retumed for corrections
o Retum corrected prints o For review and comment 0 o FOR BIDS DUE _________ 19,__ o PRINTS RETURNED AFTER LOAN TO US COPYTO ____________________ 􀀮􀀭􀁾􀀠Ifenclosures are not as noted,
please notify us at once. I 
PUBLIC WORKS DEPARTMENT (972) 450-2871 􀀭􀀭􀁾􀀭􀀭.....-.... ® Post Office BOl: 9010 Addison, Texas 75001-9010 16801 Weatgrove CHANGE ORDER NUMBER 9 Project: Arapaho Road Improvements
Phase I Date: June 21, 2001 Owner: Town of Addison Contractor: Ed Bell Construction Co, P,O, Box 9010 P,O, Box 540787 Addison, TX 75001·9010 Dallas, TX 75354·0787 Engineer: Huitt Zollars,
3131 McKinney Ave, Suite 600, Dallas, TX 75204 Description: Striping Changes at Dallas Parkway: Elim Exist 24" Stripe 98 LF @$3.45 = $338,10 Elim Exist Arrows 8 EA@$35,00=$280,00 Elim
Exist 6" Stripe 487 LF@$U5 = $560,05 Add 8" Thermo Stripe 826 LF @$2.50 =$2,065,00 Add 4" Thermo Stripe 278 LF @$1.25 = $347.50 Total This Item $3,590,65 Substitute Pine Hall Pavers
due to shortage of Glen Gary Pavers: 4,898 SF @$1.85 = $9,061.30 CHANGE IN CONTRACf PRICE: Original Contract Price: $3,940,277.00 Net Increase, Change Order Nos, 1-8 $51,724,36 Net Increase
This Change Order: $12,651.95 Contract Price Including Change Order Nos, 1 -9 $4,004,653.31 Contractor Approval: Date: _______ Pres., Ed Bell Construction Co, Date: ______Recommendad:
____ 􀁾􀀭􀀽􀁾􀁾􀁾􀁾􀁾􀀭__-Asst. Public Works Director Date: _____Town of Addison Approval: 􀀭􀀭􀀭􀀻􀀺􀀺􀀭􀀺􀀭􀀭􀀭􀀭􀀺􀀭􀀭􀀻􀀺􀁣􀀺􀀻􀀺􀀭􀀻􀁣􀀻􀀷􀀢􀁾􀁟􀁟􀀻􀁟􀀠 Director of Public Works
Date: _____ Assistant Cily Manager 
PUBLIC WORKS DEPARTMENT (972) 450-2871 Post Office Box 9010 Addi.on. T.... 75001-9010 16801 We.stgrove May 17,2001 Mr. Robert D. Weber Project Engineer Ed Bell Construction Company P.O.
Box: 540787 Dallas, TX 75354-0787 Re: ARAPAHO ROAD CONSTRUCTION Dear Mr. Weber: This is in response to your letter of April 23, 2001, regarding the final pay estimate for the above referenced
project. 1. With regard to the electrical scope ofwork, we have the following comments: Item 403: We do not agree with your final quantity. You will need to prove up this quantity with
actual field measurements in our presence. Items 404, 432, 434: Same as item 403 above. Item 437: Our Signal Technician counts only six, not eight. We have the BEGA light poles in our
possession; however, we do not have the associated light fixtures. Do you have any paperwork on the transfer of the poles and fixtures to us? We agree with all other items in the 400
series. 2. We agree with your final quantity for Item 130. 􀁾􀁾􀁾3. We agree with the seven additional Items for striping at Dallas North Tollway (Dallas Parkway). '3 ;1.,A: We agree
with your quantities for Items 118 and 120. 1-$. We agree with your quantity for Item 214. 
Page 2 Robert D. Weber .; ,If. We will establish a pay item for the extra cost associated with the Pine Hall Pavers for a unit price of$1.85 per SF and a final quantity of4898 SF. /f.
Your request for payment for adjustments to the driveway at Station 64+22.44 is denied. This driveway was originally constructed with 10-foot radii, which were not according to plan
(25-foot radii). In addition, based upon field measurements, this driveway was not built in the right location. 1 , ,.< We will accept your final quantity for Item Ill. 9. QlIantity
for Item 126: We cannot veritY your quantity, but since some ofthe boxes appear to be buried under flower beds, we will accept your quantity. 10. The quantity for Item 550 should be
zero. This item was deleted by letter ofMay 22, 1998 and was never installed. In addition, we have several warranty items that need correction as follows: • Expansionjoint west ofQuorum
in westbound lane needs to be resealed. • Badly cracked curb at westbound left tum lane for Spectrum Drive. • Various broken curbs at ramps. Based upon the above, ifwe can veruy the
quantities in question, and resolve the BEGA light fixture issue, we will prepare an appropriate change order and process your final payment request. Please call me at 972-450-2879 to
schedule a meeting to veruy the questioned quantities in the field. Yours very truly, es C. Pierce, Jr. Assistant Director ofPublic Works Cc: Mike Murphy Chris Terry DaveWdde 
FAX (214) 352-3201 TELEPHONE (214) 358-6581 ED BELL CONSTRUCTION COMPANY POST OFFICE BOX 5401B1 10605 HARRY HINES DALLAS. TEXAS 15354-01B1 DALLAS. TEXAS 15220 April 23, 2001 Mr. James
C. Pierce, Jr., P.E. Assistant City Engineer Town ofAddison P.O. Box 9010 Addison, Texas 75001-9010 Re: Arapaho Road Reconstruction Addison Road to Dallas North Tollway Town ofAddison
Dear Mr. Pierce: Enclosed for your review is our final pay estimate for the referenced project. As discussed previously there are several items that need to be adjusted to reflect final
quantities and a final change order to add several items will need to be processed. The following details describe the differences between the previously paid quantities and the fmal
quantities: 0 Ie:. 1. With regard to the electrical scope ofwork, numerous items (fourteen) 􀁗􀁾􀁤􀁪􀁵􀁳􀁴􀁥􀁤􀀠to add the hardware for the traffic signal pole that was added to the
scope ofwork.I The conduit I_e ...... and conduit bore items are for the additional work identified at the Addison Road! Arapaho Road' intersection. @iIDiQnally. the BEGA light pole
pay item was adjusted to reflect the three poles' ? i" delivered to the IQwn ofAddison and a credit for the fonndations was added. . .. 2. The final quantity for Item 130, 3600 psi concrete
retaining wall, is 11.14 CY. ,,()k. Enclosed for your review is a copy ofthe measurements used to derive that quantity. 3. The existing striping for the transition between Arapaho Road
and the Dallas North Tollway had to be eliminated and then modified to accomplish the desired traffic pattern at that location. As a result, the following seven additional items ofwork
had to be completed to accomplish that task: DESCRlPTION QUANTITY UNIT UNIT PRICE ELIM EXISTING 24" STRIPE 98.00 LF $3.45 ELIM EXISTING ARROWS 8.00 EA $35.00 ELIM EXISTING 6" STRIPE
487.00 . LF $l.l5 8" THERMO STRIPE (W)(SLD) 792.00 LF $2.50 8" THERMO STRIPE (W)(SLD)(CROSSW ALK) 34.00 LF $2.50 4" THERMO STRIPE (y){SLD) 228.00 LF $1.25 4" THERMO STRIPE (W)(DOT) 50.00
LF $1.25 Additionally, the quantities for jiggle bars, item 118, and fire hydrant buttons, item 120, were adjusted to reflect installed quantities. 􀁄􀁾􀀠AN EQUAL OPPORTUNITY EMPLOYER

· " Page 2 Arapaho Road Reconstruction Re: Final Billing 4, The final installed quantity for Item 214, Bermuda hydromulch, should be 5191.45 (!)/e:... SY. The hydromulch was installed
at the following location and is detailed on the enclosed plan sheets: Sheet PL-1: three locations on the south side of Arapaho Road in the vicinity of Old Arapaho Road for a total of
1241.44 SY Sheet PL-2: none 'Sheet PL-3: four locations in the parkways along Quorum Drive and Arapaho Road for a total of 1255,56 SY Sheet PL-4: four locations in the parkway along
Arapaho Road and in the southwest corner ofthe Arapaho/Spectrum intersection for a total of 766,67 SY Sheet PL-5: the parkway along the north side of Arapaho and the drainage ditch on
the north side of Arapaho for a total of 1888,89 SY Sheet PL-6: the traffic islands on the east side ofthe Dallas North Tollway for a total of38,89 SY 5, In accordance with our agreement
at a November 30, 1999 meeting regarding completion ofthe project, we directed our paver subcontractor to procure Pine Hall pavers as an approved substitute for the Glen Gary pavers
that the Town's specified supplier couldn't supply, Enclosed is a copy ofour December 3, 1999 letter documenting our understanding ofthe B/£-agreement including the payment method for
the work. Please establish a pay item for the extra cost associated with the Pine Hall pavers for a unit price of$1.85 per SF and a final quantity of 4898 SF, 6, As you are aware, EBCC
was directed to remove and reconstruct the driveway at STA 64+22.44 Lt to conform to the parking lot entrance constructed at the Millennium Park Development Prior to the original construction
of this driveway, we attempted to coordinate with Austin Commercial (ACI) regarding this driveway and some adjustments were made in the field to accommodate their intent Our survey data
indicates that the driveway was in the correct location; however, the constructed dimensions ofthe driveway didn't properly align with the parking lot entrance to Millennium Park. As
stated in our earlier meeting regarding close out of this project, it is clear that ACI did not construct their parking lot entrance in accordance with the curb lines indicated on sheet
P-7 ofthe plans, that our information obtained in the field regarding the Millennium Park entrance was either incorrect or misunderstood, and that construction of the driveway in accordance
with our plans would still not have matched ACI's entrance, It is our position that EBCC did not possess the information necessary to construct the driveway to conform to ACI's future
parking lot construction and ACI made no attempt to "adjust" their parking lot to match the already existing driveway. Based upon these factors, it is clear that the driveway would have
needed to be modified based upon ACI's parking lot construction; therefore, EBCC should be compensated for the modifications EBCC was required to implement Our lump sum price for this
work is $6,470.10. Enclosed for your review are our basis of estimate sheets detailing this cost 
Page 3 Arapaho Road Reconstruction Re: Fina! Billing 7. The final quantity for Item Ill, monolithic median nose, should be sixteen. The additional median nose is located on plan sheet
P-7. The enclosed copy of our final billing reflects our final quantities for all ofthe original contract items, the final quantities for change orders one through eight, and the extra
work items detailed in this letter. Please advise regarding the next step in this process. Ifyou have any questions regarding this infonnation, don't hesitate to contact our office.
Sincerely, 􀁅􀁾􀁥􀁬􀁾􀁣􀁯􀁮􀁳􀁾􀀡􀁮Company /􀁾􀁾􀁍􀁊􀁾􀁉􀁩􀀺􀀬􀀭􀀭􀁾􀀠Robert D. Weber Project Manager 
............u...........n......................n............................. __ .......................................................................................n................
..••............... ED BELL CONSTRUCTION COMPANY ••• -MONTHLY ESTIMATE JOB NO. 931 ESTIMATE N 22 PROJECT_ ARAPAHO ROAD RECONSTRUCTION LOCATION ADDISON ROAD TO DAllAS NORTH TOLLWAY FROM
JANUARY 1, 2000 BID DATE_ JANUARY 15, 1998 TO FINAl ENGINEER JAMES C. PIERCE, JR., P.E. OWNER_ CITY OF ADDISON ITEM UNIT BID DESCRIPTION BID TOTAl QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY
PRICE COST THIS MONTH TO DATE 101 MO 14.00 BARRICADES SIGNS & TRAFF CTRL 5000.00 70000.00 0.00 0.00 16.50 82500.00 102 STA 37.00 PREP ROW 750.00 27750.00 0.00 0.00 37.00 27750.00 103
SY 12764.00 REM & DISP OF EX CONC PAVE 7.50 95730.00 0.00 0.00 12827.00 96202.50 104 SF 9683.00 REM & DISP OF EX CONC SW 1.00 9883.00 0.00 0.00 9710.00 9710.00 105 CY* 13127.00 UNCLASS
EXCAVATION (SCRAPER) 5.00 65635.00 0.00 0.00 13127.00 65635.00 106 SY' 29432.00 10in REINF CONC CONC PAVE 65O#FLEX 29.65 872658.80 0.00 0.00 30738.00 911381.70 107 SY" 1709.00 6in REINF
CONC PAVE 650# FLEX 24.00 41016.00 0.00 0.00 1805.00 43320.00 108 SY 109 TN 110 LF 111 EA 112 SY 32509.00 6in LIME STAB INCL PROOFROLLIN 488.00 HYDRATED LIME (30 #/SY) 13296.00 6in INTEGRAL
CONC CURB 650# FLE 15.00 MONO MEDIAN NOSE 650# FLEX 85.00. REINF CONC ISLAND 650# FLEX 1.50 100.00 1.50 600.00 35.00 48763.50 48800.00 19944.00 9000.00 2975.00 0.00 0.00 0.00 1.00 0.00
0.00 0.00 0.00 600.00 0.00 32797.00 500.91 )1<1385'1)􀁾􀀠16.0 • 101.00 49195.50 50091.00 20002.50 9600.00 3535.00 113 SF 2812.00 4in REINF CONC SW 3000# 2.45 6889.40 0.00 0.00 5282.00
12940.90 114 SY 1700.00 6in HMACTY A DETOURS 15.00 25500.00 0.00 0.00 1322.00 19830.00 115 LF 207.00 REINF CONC ST HEADER 650# FLEX 6.00 1656.00 0.00 0.00 207.00 1656.00 116 EA 980.00
4in DIA REFLECT PAVE MARKER TY 5.00 4900.00 0.00 0.00 698.00 3490.00 117 118 EA EA 32.00 311.00 4in DIA REFLECT PAVE MARKER TY 6inX61nREFLECT JIGGLE BARSWH 6.00 13.00 192.00 4043.00
0.00 33.00 0.00 86.00 .1, 516.00 C:429.00) 'o'K􀁾􀀮􀀬􀀮􀀮􀀮􀀮....5564.00 119 EA 246.00 8in 2 WAY DUAl REFLECT PAVE MA 30.00 7380.00 0.00 0.00 0.00 0.00 120 EA 17.00 4in SQ REFLECT FIRE
HYDRANT MA 10.00 170.00 3.00 30.00 17.00 170.00 121 LF 575.00 24in WIDE WHITE THERMOPLASTIC 7.00 4025.00 0.00 0.00 481.00 3367.00 122 EA 26.00 THERMOPLASTIC ADVISORY MARK 250.00 6500.00
0.00 0.00 35.00 8750.00 123 124 LF LF 400.00 3700.00 41n WIDE TEMP LANE STRIPE 2in DIA PVC SCH 40 ST LIGHT COND 0.75 3.50 300.00 12950.00 0.00 0.00 0.00 0.00 0.00 3793.00 0.00 13275.50
􀀬􀁾DI125 EA EA126 20.00 18.00 ST LIGHT FOUNDATION ST LIGHT PULL BOX 420.00 250.00 8400.00 4500.00 0.00 0.00 0.00 0.00 20.00 22.00 6400.00 5500.00􀀱􀀩􀁾􀀢􀁴􀀮􀀠􀁾􀀠127 CV 6200.00 EXCAVA,
REM & DISP OF MISC FILL 5.00 31000.00 0.00 0.00 6200.00 31000.00 126 LF 65.00 6in X 12in 3000# REINF CONC BAND 15.00 975.00 0.00 0.00 65.00 975.00 129 CV 8.00 3600# REINF CONC COMBO
RET WA 850.00 6800.00 3.14 2669.00 􀁴􀀧􀀱􀀱􀁾􀂫􀀮􀀠9469.00 130 SF 3300.00 3600# REINF CONC RET WAlL 37.50 37.50 123750.00 0.00 0.00 􀁾123750.00 STORM SEWER SCHEDULE 201 LF 46.00 15in
DIA PVC SDR 35 PIPE 120.00 5520.00 0.00 0.00 46.00 5520.00 202 LF 34.00 CLIlI RCP 15in 41.00 1394.00 0.00 0.00 34.00 1394.00 203 LF 727.00 CLIlI RCP 18in 48.00 34896.00 0.00 0.00 733.00
35184.00 204 LF 156.00 CLIlI RCP 21 in 51.00 7956.00 0.00 0.00 147.00 7497.00 205 LF 775.00 CL III RCP 24in 56.00 43400.00 0.00 0.00 775.00 43400.00 206 LF" 529.00 CLIII RCP 361n 91.00
48139.00 0.00 0.00 530.00 48230.00 207 LF' 465.00 CLIII RCP 39in 105.00 48825.00 0.00 0.00 465.00 48825.00 208 LF 162.00 CLIlI RCP 42in 110.00 17820.00 0.00 0.00 162.00 17820.00 209
EA 0.00 TY A MANHOLE 4000.00 0.00 0.00 0.00 0.00 0.00 210 EA 3.00 TY B MANHOLE 4500.00 13500.00 0.00 0.00 3.00 13500.00 211 EA 1.00 DBL TY B HEADWAlL 42in 2500.00 2500.00 0.00 0.00 1.00
2500.00 212 SY 290.00 2in STONE RIP RAP TY A DRY 20.00 5800.00 0.00 0.00 424.00 f)I:! 8480.00 213 214 SY SY 156.00 1435.00 SOLIO SOD BERMUDA GRASS, WTR HYDROMULCH BERMUDA GRASS, 6.00
3.50 936.00 5022.50 0.00 1406.45 0.00 4922.58 􀀶􀀱􀀹􀁾􀀮􀁾􀁐􀀠􀀱􀀶􀀱􀀷􀁾􀀺􀁾􀁾􀀠215 EA 1.00 6' STD CURB INLET 1800.00 1800.00 0.00 0.00 . 1800.00 216 EA 1.00 14' STD CURB INLET 3000.00
3000.00 0.00 0.00 1.00 3000.00 217 EA 2.00 6' RECESS INLET 2000.00 4000.00 0.00 0.00 3.00 6000.00 218 EA 1.00 8' RECESS INLET 2100.00 2100.00 0.00 0.00 1.00 2100.00 219 EA 17.00 10'
RECESS INLET 2400.00 40800.00 0.00 0.00 17.00 40800.00 220 EA 2.00 12' RECESS INLET 2700.00 5400.00 0.00 0.00 2.00 5400.00 221 EA 4.00 14' RECESS INLET 3300.00 13200.00 0.00 0.00 4.00
13200.00 222 EA 1.00 4'X4'TYYINLET 1600.00 1600.00 0.00 0.00 1.00 1600.00 223 LF 632.00 REM & DISP OF EX REINF CONC PIP 9.00 5688.00 0.00 0.00 632.00 5688.00 224 EA 11.00 REM & DISP
OF EX INLET 500.00 5500.00 0.00 0.00 11.00 5500.00 225 CY 1545.00 UNCLASS CHANNEL EXCAVA 7.00 10815.00 0.00 0.00 1545.00 10815.00 226 LS 1.00 TRENCH SAFETY DESIGN {AlL UTILI 1000.00
1000.00 0.00 0.00 1.00 1000.00 227 LF 2894.00 TRENCH SAFETY PROTECTION (DR 1.10 3183.40 0.00 0.00 2894.00 3183.40 228 EA 29.00 INLET PROTECT 50.00 1450.00 0.00 0.00 29.00 1450.00 229
LF 125.00 STRAW BALE DIKE 3.00 375.00 0.00 0.00 0.00 0.00 230 LF 20.00 ROCK BERM 25.00 500.00 0.00 0.00 0.00 0.00 231 LF 1050.00 SILT FENCE 1.50 1575.00 0.00 0.00 1050.00 1575.00 232
EA 4.00 STAB CONST ENTR 1000.00 4000.00 0.00 0.00 2.00 2000.00 UTILITY SCHEDULE 301 LF 20.00 4in PVC DR18 CL150 WTR PIPE 20.00 400.00 0.00 0.00 20.00 400.00 302 LF 218.00 6in PVC DR18
CL150 WTR PIPE 25.00 5450.00 0.00 0.00 175.00 4375.00 303 LF 1220.00 8in PVC DR18 CL150WTR PIPE 35.00 42700.00 0.00 0.00 1296.00 45360.00 304 EA 1.00 GATE VAlVE 4in 400.00 400.00 0.00
0.00 1.00 400.00 
q...."" .. ... ..;j-<.., 305 EA 7.00 GATE VfJJ..VE Gin 500,00 3500.00 0.00 0,00 7.00 3500.00 _ EA 8.00 GATE VALVE Bin 700.00 5600.00 0.00 0,00 8,00 5600.00 3(17 EA 14.00 FIRE HYDRANT
2000.00 28000,00 0.00 0,00 13.00 26000.00 SDa LF 40.00 CONC ENCASE 25,00 1000,00 0,00 0,00 40,00 1000.0q 309 EA 1.00 TAPP SLEEVE & VALVE Bin X 6in 2000.00 2000.00 0,00 0,00 1.00 2000.00
310 EA 2.00 TAPP SLEEVE & VALVE24ln X Sin 4000.00 8000.00 0.00 0.00 2.00 8000.00 311 EA 1.00 TAPP SLEEVE & VALVE 1Z'm X Sin 3000,00 3000,00 0.00 0.00 1,00 3000.00 312 EA 1.00 Sin WTR
METERNAULT & SACKFlO 20000.00 20000.00 0,00 0,00 1,00 20000.00 313 EA 2.00 1in OR 1112in WTR METER BOX &. B 2000.00 4000.00 0.00 0.00 2.00 4000.00 314 EA 5.00 ADJ EX WTR VALVE COVER
& STAe 125,00 625.00 0.00 0,00 5,00 625.00 315 EA 200 ADJ EX WTR METER BOX 125.00 250,00 0.00 0.00 2,00 2.50.00 316 EA 3,00 RECONNECT EX SERV 1000.00 300(},00 0.00 0,00 3,00 3000.00
317 EA 5.00 CONNECT TO EX WTR SERV 1200,00 6000.00 0.00 0.00 5,00 6000.00 318 IF 1458.00 TRENCH SAFETY (WATER) 1,20 1749.60 0.00 0.00 1491,00 1789.20 319 LS 1.00 PERFORM WTR TEST 1500.00
1500.00 0.00 0,00 1.00 1500.00 320 LF 497.00 SOR35 WWTR PIPE PVC Bin 50,00 24850,00 0.00 0.00 497.00 24850.00 321 EA 1.00 4'OlAMH 2000,00 2000,00 0,00 0,00 1.00 2000.00 322 EA 2.00 CONNECTTO
EX MH 1200,00 2400,00 0.00 0.00 2.00 2400.00 323 EA 4.00 ADJ MH TOP 500,00 2000.00 0.00 0.00 5.00 2500.00 324 IF 20.00 CONC ENCASE 35,00 700,00 0,00 0,00 20.00 700.00 325 LF 491.00 TRENCH
SAFETY (SANITARY SEWE 1.20 596.40 0.00 0.00 497.00 596.40 326 IF 497.1)0 TV INSPECT OF WWTR MAIN 1.20 596.40 0.00 0.00 497.00 596.40 327 LS 1.00 PERFORM WW1R LINE & MH TEST 500,00 500,00
0,00 0,00 1.00 500.00 328 EA 2.00. 2io IRRIGATION TAP, VALVE. VAlVE 2500,00 5000.00 0.00 0.00 3.00 ELECTRICAL SCHEDULE 401 LF 3141.00 SCH 4<) PVC ELECT CONDUIT:lin 3,10 9737.10 0,00
0.00 402 LF 739.00 SCH 40 PVC ELECT CONDUIT 3/n 5,00 3695.00 0.00 0.00 403 LF 163.00 SCH 4<) PVC ELECT CONDUIT 41n 5,20 M7.60 369.00 1918.80 404 LF 70.00 SCH 40 PVC ELECT CONDUIT 4;"
BO 16.00 1120.00 225.00 3600.00 4120.00 405 LF 1070.00 2 CONDUCT /IfJ XHHW ELECT WIRE 1,10 11n.OO 0,00 0.00 11n.00 406 LF 1891.00 #6 BARE ELECT WIRE 0,60 1134.60 0.00 0,00 1134.60 407
EA 28.00 TY A PULL BOX 35(1.00 9800.00 0.00 0,00 25.00 8150.00 408 EA 3.00 TY C PULL BOX 400.00 1200.00 0,00 0.00 4.00 1600.00 40S LS 3.00 ELECT SERV CONNECT 850,00 2550,00 0.00 0.00
2550.00 410 EA 10.00 TRAFF SIGN Rl0·12 MAST ARM MO 85.00 850,00 1.00 85.00 935.00(1t:)# 411 EA 2,00 TRAFF SIGN R3-8 MAST ARM MOUN 110.00 220,00 0.00 0.00 2.00 220.00 412 EA 7.00 TRAFF
SIGN R34 110.00 no.oo 0.00 0.00 7.00 770,00 413 EA 8.00 StG POLE CONC FOUNDATION TY 3 1000.00 8000,00 0.00 0.00 8.00 BOoo.oo 414 EA 4,00 SIG POLE CONC FOUNDATION TY 3 1200,00 4800.00
0,00 0,00 4.00 4800.00 415 EA 3,00 CONTROLLER CABINET FOUNDAn 800,00 2400,00 0.00 0,00 3.00 2400.00 416 EA 4,00 30"' T BASE POlE W13"Z MAST ARM 3800.00 15200.00 0,00 0.00 15200.00 417
EA 4,00 3010 T BASE POLE W136' MAST ARM 4400.00 17eOO.00 0,00 0.00 17600.00 418 EA 2,00 30ln T BASE POlE W/40' MAST ARM 5000,00 10000.00 0,00 0,00 10000.00 419 EA 1.00 3010 T BASE POLE
WI44' MAST ARM 5200JlO 5200,00 0,00 0,00 5200.00 420 EA 18.00 12103 SEC SIG HEAD TY V3 300,00 5400,00 2,00 000.00 6000.00 421 EA 12,00 12in 4 SEC SIG HEAD TV VLT 800,00 9600.00 0,00
0,00 9600.00 422 EA 10.00 12!n 4 sec SIGN HEAD TV V4RT 800.00 8000,00 1.00 800.00 8800.00 423 EA 18,00 VACUUM FORM BACKPLATE 3SEC 50,00 900,00 2,00 100.00 1000.00 424 EA 22,00 VACUUM
FORM BACKPLATE 4 SEC 55,00 1210.00 1.00 55.00 1265,00 425 EA 18.00 3 SEC ASTRO BRAC WF29lo BANOS 85.00 1530.00 2.00 170.00 1700.00 42. EA 22,00 4 SEC ASTON BAAC WF29ln BANDS 90,00 1980.00
1.00 90.00 207Q 427 EA 22.00 PED SIG HEAD W/MOUNTING HD_ 300,00 0000,00 2.00 600,00 .00 428 LF 1672.00 BELDEN 8281 COJIX CABLE 2,20 3678.40 842.00 1852.40 5630.80 429 LF 1843.00 4 CNDR
OPTICOM CABLE 1.10 2027.30 0.00 0,00 1843. 2021.30 430 LF 1038,00 5 CONDUCT SIG CABLE #12 AWG 1,10 1141.80 0,00 0.00 103$,00 1141,ao ......0 431 LF 882,00 7 CONDUCT SIG CABLE #12 AWG
1,25 1077.50 0,00 0.00 862,00 c,_ c,_ 432 LF 17112,00 3 CONDUCT SIG CABLE #14 AWG 0,70 1254.40 722..00 505.40 􀀨􀀲􀀵􀀱􀀴􀀺􀁀􀁾􀀧􀀷Y-.;04 433 LF 699,00 5 CONDUCT SIG CABLE #12 AWG 1,10
768.90 0.00 0.00 􀁾􀀠68.90' L_ 434 LF 1462,00 16 CONDUCT SIG CABLE #12 AWG 2,20 3216,40 491.00 1093.40 􀁾􀀧􀀯􀀠4309.80 ""'I+<:J: 435 EA 22,00 PED PUSH BUnON & no 4B SIGN 110.00 2420.00
2.00 220.00 􀁾􀀧􀀠26 􀁴􀁯􀀮􀁾􀀠436 EA 11,00 OPTICOM DIRECT SENSORS 600,00 6600.00 0.00 0.00 1 () 00.00 437 EA 8,00 OPTICOM DISCRIMINATOR MODULE 2000,00 12000.00 2.00 16000.004000,00
" 438 EA 0,00 INSTAlL PORT PER INTERFACE UPL 3500,00 0.00 0.00 0,00 0,00 0,00 43'3 EA 0.00 FURNISH PORT PER INTERFACE UP 15000.00 0.00 0.00 0.00 0.00 0.00 440 EA 3.00 aPH NEMA TS·2 TY
1 CTROL ASSY 35000.00 105000.00 0.00 0.00 105000.00􀁾􀁾􀀬􀀯441 EA 11.00 VIDEO CAMERA W/MOUNT HDWR 2800.00 30800.00 1.00 2800.00 Q!2Q..) 33000,00 442 EA 0.00 1V MONITOR FURN 1000.00 0.00
0.00 0.00 0.00 0,00 443 EA 0.00 lVMONITOR INSTl 500.00 0.00 0.00 0,00 0,00 0.00 444 EA 2,00 CONNECT TO EX RR CTRL 1000.00 2000.00 0,00 0.00 2.00 2000.00 445 LS 1.00 ADJ OF CITY TRAFF
SIGS AT INTER 15000.00 15000.00 0.00 0,00 0.00 0,00 446 EA 1,00 CONTROLlER CABINET ASSY (BRO 17000.00 17000.00 0.00 0.00 1,00 17000.00 447 EA 1,00 VIDEO TRACKING UNIT 20000.00 20000.00
0.00 0.00 1,00 20000.00 448 EA 1,00 62 PJN 110 GABLE 300.00 300.00 0,00 0.00 1,00 300,00 449 EA 1.00 CAMERA INTERFACE PANEL {6 CAM 600.00 600.00 0.00 0.00 1.00 000.00 450 EA 1,00 BNC
CONNECTOR 5.00 5.00 0,00 0,00 1,00 5,00 451 EA 1,00 POWER CONDITIONER FOR vru 300.00 300.00 0,00 0.00 1.00 300.00 452 EA 2.00 UNDERGROUND sve, PEDESTAl, A 1200.00 2400.00 0.00 0.00 2,00
2400.00 LANDSCAPE SCHEDULE 501 SF"" 3'350,00 BRICK PAVERS ON ASPH BASE ON 10.50 41475.00 0.00 0,00 3950.00 41475.00 502 SF 9800,00 CONC PAVING (SANDBlAST){ARAP 7.00 68600.00 0.00 0,00
9BOO.00 68600,00 
<Qv.c\.'lo'\Q" ....../' '< ,,\1-(" ,,0; 􀁾,,> f"'l • ",t.K -b 􀁁􀁾􀀠􀀭􀀺􀁙􀁾􀀠􀀮􀀮􀁩􀁾􀀧􀀠􀁾􀁾􀀮􀀠􀁾􀀨􀁜􀁾􀀠􀂷􀁮􀁾􀁲􀀠"t>",-te... 503 SF 3400.00 CONC CROSSWAlKS W!SANOBI..AS 6.25 21812,50
0.00 0.00 3490,00 211,'112.50 504 SF" 4000.00 QUORUM DRJBRICK ON 410 CONe S 6.50 34000.00 0.00 0.00 40{)0.00 34000.00 505 SF' 8763.00 DBl ROW BRICK SAND ON CONCRE 9.00 71l81l7.oo 0.00
0.00 8733,29 78599.61 506 SF 44286.00 SPECIAL SW CONe DIAG PATIERNI 4.75 210366,00 0.00 0.00 44288.00 210366.0p 501 IF' 9780.00 1f4rn Ft8ROUS EXPAND JOINT WI8A 3.10 30318.00 0.00 0.00
9780.00 30318.00 506 509 510 LF EA IF 385.00 n.oo 3500.00 1 ITWIDE CONCRETE MEDIANIPAV 8EGA LIGHT RxruRES & POLES IN 3[4[n set; 40 PVC ELECTR CONOT 10.00 3000.00 2.80 3850.00 231000,00
9800.00 0.00 3.00 0.00 0.00 9000.00 0.00 􀁾􀀮􀁧􀁾􀀩.0 4580.00 231000.00 6417}30 511 LF 4000.00 1in SCH 40 PVC ELECT CONCT 2.95 11800.00 0.00 0,00 3892.00 10091.40 512 IF 1200.00 2in
SCH 40 PVC CONOT SLEEVES 3.00 3600,00 0.00 0.00 1846,00 4936,00 513 IF 4000.00 #6 AWG ELECT SERVICE SERVICE 1.00 4000.00 0.00 0.00 4092.00.-;)1'4092.00 514 LF 10000.00 #8 AWG ELECTR
WIRe 0.50 SOOO.OO 0.00 0.00 12449,00 6224.50 515 LF 2800.00 #10 AWG ElECTR WIRE oAS 1260.00 0.00 0.00 1715.00 171.75 516 EA 12.00 CAST IRON ElECT JCT BOX 800.00 7200.00 0.00 0.00 0.00
0.00 517 EA 113.00 60· TREE GRATE W/cONC eDGE & B 1900.00 214700.00 0.00 0.00 109.00 207100.00 518 EA 16.00 BOLLARD WILIGHT FIXTURE 2900.00 46400.00 0.00 0.00 18.00 46400.00 519 LF 700.00
4in PERF SCH 40 PVC FRENCH ORAl 17.00 11900.00 0.00 0.00 984.00 16728.00 520 LF 4500.00 NON·PERF PVC PIPE CONNECTED T 15.00 67500.00 0.00 0.00 􀀳􀀳􀀵􀀵􀀮􀀰􀁾􀁬􀀬􀀼􀀺􀀮􀀠50325.00 521
EA 125.00 100 GAL 4fn RED OAK 1000.00 125000,00 0.00 0.00 124.0 124000.00 522 EA 132.00 12 FT FOSTER HOLLY 1000.00 132000.00 0.00 0.00 132.00 132000,00 523 SF 504.00 ASIAN JASMINE 41n
POTS. QUORUM 2,00 1008,00 0.00 0.00 504.00 1008,00 524 SF 21862.00 BERMUDA SOD (lEX TURF 10) 0.50 10931.00 0.00 0.00 21157.00 10578.50 525 SF 2275.00 ASIAN JASMINE 41n POTS, MEDIANS
2,00 4550,00 0.00 0.00 2275,00 4550.00 526 EA 2.00· 21n HERSEY WATER METERS WrrAP 2000.00 4000.00 0.00 0.00 2.00 4000,00 521 EA 2.00 21n FEBCO SOs.Y DBl CHeCK VALVE 1000.00 2000.00 0.00
0.00 2,00 2000.00 528 EA 1.00 RAiNMASTER DX-2 STAINLESS STE 16500,00 16500,00 0.00 0.00 1,00 16500.00 529 LS 1.00 ELECTRICAL SERVICE CONNECTIO 1500.00 1500.00 0.00 0,00 1.00 1500.00
530 EA 214.00 RAlN-BIRD 1402 PRESS CC/MP SUBS 5.00 1070.00 0.00 0.00 214,00 1070,00 531 EA 318.00 TORO 57DZ40 TURF HEADS IN MED 6,00 1908.00 0.00 0,00 453,00 2718.00 532 EA 227.00 TORO
570 MPR NOZZLES WIHARDIE 13.00 2951.00 0.00 0.00 227.00 2951.00 533 LF 1180.00 4in SCH 40 PVC SLEEVES 5.10 5916,00 0.00 0.00 1180.00 5916.00 534 LF 5260.00 2 112m SCH 40 PVC SLEEVES
(TREE 3,10 16306.00 0.00 0.00 5260.00 16300.00 535 EA 3.00 WEATHERMATIC 11000 SERIES 1 R 100.00 300.00 0.00 0.00 9.00 900.00 53. EA 7.00 WEATHERMATIC 11000 SERIES 111 150.£10 1050.00
0.00 0.00 11.00 1650.00 537 EA 8.00 WEATHERMATIC 11000 SERIES 21n 200.00 1000.00 0.00 0.00 9<00 1800.00 538 LF 18100.00 ElECTRiCAl VALVE WIRING 14 GA 0.10 1810.00 0.00 0.00 29100.00
2910.00 539 LF 350.00 2.510 SCH 40 PVC MAIN LINE 3.30 1155.00 0.00 0.00 1070.00 3531.00 540 EA 18.00 SPEARS 2in BALL VAlVES SO.OO 900,00 0.00 0.00 18.00 900.00 541 EA 4.00 BUCKNER aOA
QCV WNALVE BOX 200.00 SOO.OO 0.00 0.00 10<00 2000.00 542 LF 80.00 2,5io ClASS 200 pvc PIPE 3.50 280.00 0.00 0.00 60.00 280.00 543 LF 1120.00 210 CLASS 200 PVC PIPE 2.20 24M.oO 0,00 0.00
1160,00 2552.00 544 LF 1360.00 1 11210 PVC PIPE 2.00 2720.00 0.00 0.00 1440<00 2Il8O.oo 545 LF 3220.00 1 1/4!n PVC PIPE 1.80 5796.00 0.00 0,00 3340.00 6012,00 546 LF 4000.00 1in PVCprPE
1.70 6600.00 0.00 0.00 4440.00 7548.00 547 LF 3400,00 314!n pvc PIPE 1.S0 5440.00 0.00 0.00 48ao.00 7488,00 546 EA 550 LF 109.00 60' TREE GRATE, R·S638-A(DEDUCT 1750.00 3/4' pvc CONDUIT
TO TREE WELLS (aoo.OO) 2.95 (32.700.00) 5162.50 0.00 0.00 0.00 0,00 109.00 1625.00 (32.700.00) !Ll 4793.75'0 Change Order #1 CY 560.00 REMIREPL PEA GRAVEL 9.58 5364.80 0.00 0.00 560.00
5364.80 Change Order #2 LS 1.00 ABANDON ABANDON EXISTING WATER SERVIC 490.00 490.00 0,00 0.00 1.00 490.00 LS 1.00 EXPLORATION AT ADDISON/ARAPAI< 1255,00 1255,00 0.00 0.00 1,00 1255.00
LS 1.00 CONNECT $WB ROQFDRAlNS 700.00 700.00 0.00 0.00 1.00 700.00 Change Order #3 LS 1.00 ORANGE CONSTRUCTION FENCE 952.64 '952.84 0.00 0.00 1.00 952.8.4 LS 1.00 LOWER IRRIGATION CONDUIT
6061.72 6081.72 0.00 0.00 1.00 8081.72 Change Order#4 551 LF 6000.00 INSTALLIREM TEMP BUTTONS 1.55 '9300.00 0.00 0.00 3100.00 4814.30 Change Order#S 552 LS 1.00 CONVERT EXISTING INLET TO MANH 3700.00 3700,00 0.00 0.00 1.00 3700,00 553
CY 31,00 ADDITIONAl COST FOR CL KCONC 120.00 3720.00 0.00 0.00 30,00 3500.00 LS 1,00 RELOCATE HYDRANT ON QUORUM 2000.00 2000.00 0.00 0.00 1,00 2000.00 Change Order #6 554 EA 1.00 BASE
POLE WI4S' MAST ARM 7000.00 7800.00 0.00 0.00 1.00 7800.00 Change Order #7 EA 18.00 65 GAL SHUMARD RED OAK (3.5·..·) 780.00 14040.00 0.00 0.00 1ROO 14040.00 Change Order #8 
555 EA 32.00 REPLACE BALLAST & LAMPS (13 W) 110.00 5440.00 32.{)O 5440.00 32.00 5440.00 Change Order 'If? EA 0,00 CREDIT FOR BEGA BASE NOT INSTA -300.00 0.00 3.00 -900.00 3.00 -900.00
IF 0,00 EliM E.>GSTING 􀀲􀀴􀁾􀀠STRIPE 3.<5 0.00 98.00 33a.10 98.00 338.10 EA 0.00 EliM EXISTING AAROW 35.00 0.00 a.oo 280.00 8.00 280.00 LF 0.00 EliM EXISTING e-STRIPE 1.15 0.00 4137.00
560.05 487.00 560.05 LF 0.00 8" WHITE THERMO (SlO) 2.50 0.00 792.00 1900.00 792,00 1980.00 LF 0.00 ." WHITE THERMO (SLD)(CROSSWA 2.50 0.00 34.00 85.00 34,00 85.00 LF 0.00 ." YELLOW THERMO
(SLO) '.25 0.00 228.00 265.00 228,{){) 285.00 LF 0.00 4-WHLTE lHERMO (DOl) '.25 0.00 50.00 62.50 50.00 62.50 SF 0.00 EXTRA COST OF PINE HALL PAVERS 1.85 0,00 4898.00 9061,30 4898.00
9001.30 LS 0.00 RECONSTRUCT MIl..LENIUM DRI\IEW 6470.10 0,00 UXl 6470.10 '.00 6470,10 a 0.00 0.00 0,00 0.00 0.00 0.00 0,00 0.00 lS 0.00 MATERIAL ON HAND. UTILITIES 1.00 0.00 0.00 0.00
0.00 0,00 lS 0.00 MATERiAl ON HAND. LANDSCAPE 18,95 0.00 0.00 0.00 0,00 0.00 lS 0.00 MATERIAL ON HAND, TREE GRATES 480.35 0.00 0.00 0.00 0.00 0.00 lS {),OO MATERIAL ON HAND. SIGNAL ITEMS
1.00 0,00 0.00 {),OO 0.00 0,00 lS a.no MATERiAl ON HAND. SIGNAl POLES 3292,27 0.00 0.00 0.00 0.00 0.00 lS 0.00 MATERIAl ON HAND. 8EGA POLES 1658.60 0.00 0.00 0.00 0.00 0,00 lS 0.00 MATERiAl
ON HAND, SIGNAl HARD 1.00 0.00 O.GO 0.00 0.00 0.00 LS 0.00 MATERiAl ON HAND, eRICK PAVERS 1,00 0.00 0.00 0.00 0.00 0.00 lS 0.00. MATERIAL ON HAND, VIDEO e.aUIPM 1.00 0.00 0.00 0,00 0.00
0.00 􀁾􀀮􀀠H .................................. •_ .... ... .,__􀁾􀁟􀁾􀁟􀀧􀀢􀀢􀁟􀀠........ .,,,,,.It....,,••_ ••• -.................... ..u.... 􀁾􀀮􀀮􀀢􀀬􀀬􀁾􀁵........ 􀁾􀀠3,932,001.36
MONTH 59,602.63 TO DATE te is a true representation of the work performed DEDUCTIONS 0.00 DEDUCTIONS 0.00 SUB TOTAl 59.802.63 SUB TOTAL RETAlNAGE RETAINAGE 0% 0.00 0% 0.00 PREVPAY 3,744,542.011:?b
Date SUB TOTAl 59.802.63 AMTDUE 256,883.79 Ro'ilewed By: Town ofIIddlson Public Worts Inspedor Approved By: Town Of Addison AsSistant City Engineer Oate 
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· . FAX (214) 352·3201 TELEPHONE (214) 358-6581 ED BELL CONSTRUCTION COMPANY POST OFFICE BOX 540787 10605 HARRY HINES fA 1)...,\DALLAS. TEXAS 75354-1>787 DALLAS, TEXAS 75220 _ \ •J \
December 3, 1999 Mr. James C. Fierce, Jr., F.E. Assistant City Engineer Town ofAddison P.O. Box 144 Addison, Texas 75001 Re: Arapaho Road Reconstruction Addison Road to Dallas North
Tollway Town ofAddison Dear Mr. Pierce: As the result ofour November 30, 1999 meeting regarding completion of the remainder of the work on this project, we have directed our paver subcontractor
to procure and lay the Fine Hall pavers as an approved substitution for the Glen Gary pavers. Iri accordance with our agreement, it is our understanding that you will establish a pay
item for the additional cost for the Pine Hall pavers. The additional cost is $1.85 per SF for an estimated quantity of5000 SF. Payment for the Fine Hall pavers would be accomplished
utilizing the original paver item number and the additional cost pay item. Additionally, we understand that the Town ofAddison will hold our retainage until the retainage principal generates
enough interest to pay for the additional cost of the Fine Hall pavers. Our investigation indicates that the delivery problem with the Glen Gary pavers appears to be solely attributable
to the supplier selected by the Town ofAddison. Since the project has been substantially complete for several months allowing the Town to generate interest from the retainage principal
and we do not believe that the late May 2000 delivery date for the originally specified Glen Gary pavers was within our paver subcontractor's power to change or control, we request that
the Town ofAddison consider paying the retainage for this project no later than June 2000 rather than waiting for the retainage principal to generate enough revenue, beginning in December
1999, to cover the additional paver cost. Your consideration ofthis request is greatly appreciated. If you have any questions regarding this issue, don't hesitate to contact our office.
􀁓􀁴􀀻􀁾􀁽􀀬􀀠 I =E􀁾􀁬􀁁􀁄􀁾􀁱􀀻􀁾􀁾􀁾􀁣􀁟􀁯􀁟􀁭􀁟􀁰􀁟􀁡􀁮􀁟􀁹􀁟􀀠Robert D. Weber Project Engineer AN eOUAL OPPORTUNITY EMPLOYER 
.. FOR CONTRACTOR'S BASIS OF 􀁅􀁓􀁔􀁉􀁾􀁔􀁅􀀠ITEMS TO BE ADDED BY SUPPLEMENTAL AGREEMENT PROJECT II: PROJECT: LIMITS: CITY: 98-12 ARAPAHO ROAD RECONSTRUCTION N. DALLAS TOLLWAY TO ADDISON
'RD TOvlN OF ADDISON WORK ITEM: CONCRETE DRIVEWAY ESTIHATED QTY: @MILLENIUM LS 1. 000 LABOR CLASSIFICATION I OPERATES INDEX EQ. II FOREMAN 1 I LOADER OPERATOR 2 • FOaMSETTER FOaMSETTER
i 3 : FOaMSETTER I IFINISHi:R I FININHER FINISHER LABORER LABORER , ,LABORER LABORER : I , : r-' i : ITOTAL PLUS LABOR BURDEN (TAXES, INSURANCE, ETC, ) iTOTAL LABOR COSTS I I ! I I !
HOURLY APPROX. TOTAL RATE II HRS $21. 00 ' 16 $336.00 $10.50 20 $210.00 : $11. 50 20 I $230.00 59.50 20 I $190.00 .., $9.00 20 $180.00 $11.50 20 $230.00 $10.00 ' 20 􀀢􀁾􀀢􀀢􀀤􀀲􀀶􀁩􀁬􀀭􀀺􀁏􀁏􀀠$9.50
20 $190.00 : $9.00 20 : $180.00 : $8.50 20 I $170.00 ' $8.50 20 ' $170.00 $8.00 : 20 $160.00 $0.00 $0.00 : : $0.00 I $0.00 $0.00 $0.00 $0.00 $0.00 , sO:OO SO.OO I $0.00 $0.00 $0.00 $0.00
, $2,446.00 55.00% : $1,345.30 $3,791.30 SHEET 1 (LABOR) 
.. FOR CONTRACTOR'S BASIS OF ESTIMATE ITEMS TO BE ADDED BY SUPPLEMENTAL AGREEMENT PROJECT i: PROJECT: LIMITS: CITY: 98-12 ARAPAHO ROAD RECONSTRUCTION N. DALLAS TOLLWAY TO ADDISON RD
TOWN OF ADDISON WORK ITEM: CONCRETE DRIVEWAY ESTIM.r..TED QTY: @MILLENIUM LS 1. 000 : EQUIPMENT DESCRIPTION EQ # •FOREMAN PICKUP 'CAT 936 RT LOADER SERVICE TRUCK 1 2 3 HOURLY RATE $9.84
$40.61 $27. 23 $0.00 $0.00 APPROX. ! t HRS 16 16 i 16 1 o ! o . TOTAL $157.44 $649.76 􀀤􀀴􀀳􀀵􀁾􀀠$0.00 $0.00 I I $0.00 $0.00. $0.00 i $0.00 . 01 Oi 0 0 $0.00 $0.00 $0.00 i $0.00 $0.00
$0.00 I $0.00 I $0.00 $0.00 i , $0.00 $0.00 $0.00 $0.00· $0.00 , 1 I I $0.00 $0.00 $0.00 $0.00 $0.00 TOTAL EQUIPMENT COSTS i $0.00 SO.OO $1,242.88 RENTAL RATE BLUE BOOK = (MONTHLY RATE
l( ADJUST E'8G.TOR )( REGIONAL 176 FACTOR) + OPER COSTS SHEET 2 (EQUIP) 
·. CONTRACTOR'S BASIS OF ESTIMATE FOR ITEMS TO BE ADDED BY SUPPLEMENTAL AGREEMENT PROJECT #: 98-12 WORK ITEM' PROJECT: ARAPAHO ROAD RECONSTRUCTION CONCRETE DRIVEWAY @MILLENIUM LIMITS:
N. DALLAS TOLLWAY TO ADDISON-RD ESTIMATED QTY: 1.000 CITY: TOWN OF ADDISON LS MATERIAL UNIT OF ME;ASURE : CONCRETE CY AIR HAMMER LS PLASTIC LS f== i I : ! E;ST UNIT TOTAL QTY PRICE 7.500
$70.00 $525.00 1.000 $30.31 $30.31 1. 000 ! $12.33 $12.33 ! 0.000, $0.00 : $0.00, 0.000 $0.00 $0.00 i 0.000 $0.00 $0.00 : 0.000 $0.00 $0.00 , $0.00 : SO.OO ' I $0.00 i I $0.00 : $0.00
, $0.00 I $0.00 ' $0.00 ! $0.00 ! $0.00 • $0.00 ,:TOTAL MATERIAL COSTS $567. 64 : 'TOTAL COST OF LABOR, EQUIPMENT AND MATERIALS $5.601.62, PLUS INDIRECT COSTS (OVERHEAD, BOND, ETC.)
5.00% ! $290.09 i 􀁾􀁕􀁓􀀠PROFIT 10.00% $568.19 : TOTAL COSTS OF ADDED ITEM $6.470.10 􀁾􀁔􀀠􀁐􀁒􀁉􀁃􀁅􀁾__________________________________________________ 􀁾____􀁾􀀤􀁾􀀶􀀮􀁾􀀴􀁾􀀷􀁾􀀰􀁾􀀮􀁉􀁾􀁏􀁾􀀺􀀠
2143523201; Jun-B-01 8:17AM; Page 1 Sent By: EBce; ED BELL CONSTIlUCTIO.N COMPANY P.o. BOX 540787 " DALLAS, TX 􀀷􀀵􀁬􀀵􀀴􀁾􀀰􀀷􀀸􀀷􀀠FACSIMILE l'aANSMITTAL SHEeT [] tJlI.CENT ' a FOIt
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Sent By: EBCCj 2143523201; Jun-6-01 8:17AM; Page 213 MAY-31-2001 TIlU 01:56 AH rIELS ELECTRIC SERVIOE F/\X 1'10. 21458510.81 P. 01/02 Mel's Electric 1810 S. Akard 81. Dallas, Texas 75215
􀀲􀀱􀀴􀁾􀀵􀀶􀀵􀀭􀀱􀀰􀀷􀀴􀀠Fax: 214-565-1081 Dille: 5/31/01 􀁓􀁬􀁬􀁢􀁪􀁾􀀱􀀡􀁬􀀠of this Trallsmittnl: ARAPAHO RD. NunJber of Pages to Ji'OIl01v; I 􀁁􀁴􀁴􀁥􀁾􀁴􀁩􀁯􀁮􀀠or! ROB (rrom: Tim
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PUBLIC WORKS DEPARTMENT (972) 450-2871 Post Office Dox 144 Addison, Texas 75001 16801 Westgrove May 22, 1998 Mr, Robert D, Weber, Project Engineer Ed Bell Construction P,O, Box 540787
Dallas, TX 75354-0787 Re: Arapaho Road Electrical Submittals Dear Mr, Weber: Thank you for your quotes on the additional electrical items you submitted for our consideration, The Town
has decided not to add the BEGA twin lighting fixtures, the banner arms and the 6"x6"x4" PVC junction boxes, Additionally, the Town has decided to delete the additive alternate Item
No, 550, 1750 LF 0/." PVC conduit. Please advise ifyou have any questions concerning this matter, Very truly yours, Town of Addison 􀁾􀀱􀁁􀁾􀀧􀁄􀁅􀁅Assistant City Engineer cc: Dave Wilde,
Public Works Inspector 
􀁁􀁾􀁾e w.B. 1-1:.-4 +u.YY1 ICl¥1e. 1v 􀀤􀀮􀁰􀁾􀁣􀀻􀀯􀀭􀁲􀁶􀁭􀀠S"-/0-(9 L 
_____ 􀁣􀀺􀀮􀀭􀀽􀀮􀀮􀀺􀀺􀀭􀀽􀀭􀀺􀀺􀀺􀀮􀀮􀀽􀁟􀀽􀀮􀁟􀀭􀀢􀀮􀀽􀁾􀁾􀁟j N 􀁾􀀠􀁾1 􀁾􀀠i I I 􀀭􀀮􀁾􀀠SEE STREETSCAPE PLANS FOR SIDEWALK. LANDSCAPING. IRRIGATION. LIGHTING ANO PAVEMENT ENHANCEMENT
DETAILS. £-f-W d.,..tlre 􀁾􀁾􀀮I-l .I;b-t ik􀀵􀁾, LEGEND ELECTRIC -(HWATER-.Q LlGliT POLE rHO FIRE HYDR.AHT pp'Q, POWER POLE \IIM& METER f-GUY WIRE T WATER VALVE TELEPHONE -,MISe. "Ie"RCP􀁾􀁕􀀻􀀮􀀠TE
LEPHONE MANHOLE :x:.::x::: lC R.C.P. REMOVAL ___ OIAIN LINk FENCE101 TELEPliONE PEDESTAL ". TaEPHONE SIGN 􀁾􀀭􀁟WOCO FENCE ..... GAS -,--¥ P; EXISTING ASPHALT GAS •..-.-....... EXISTiNG
DIRT ORMETER "..,,"GAS SIGH"'. .•..•. : •..•.. EK. CONCRETE LAND USE <;) ,.........,..., TREE.fTREE LINE 'd' RAILROAD SIGN ___ EXI5TINO CURB V SIGN ---PRO!'. CURe SURVEY ----EX. PROPERTY,....
FOUND IRON ROO ---PRoP.C£NTERLINE.. TEMP BENCHMARK ____ PROP.R.O.W. WASTEWATER -W*􀁾PROP. INLET =. WASTEWATER MANHOLE PVMT TOP OF PAVEP/ENT COo CLEANOUT T .C. TOP OF CURe C.R.. CURB
RETURN BENCHMARKS. USC. GS E-921 DISK IN BRICK WALL OF OLD ADDISON SCHOOL HOUSE IMAGIC TIME MACHINE REST AURANTI ON SOUTH WALL. 4'EAST OF CENTER OF THE ENTRANCE.4,7'ABOVE THE GROUND,
􀁅􀁌􀁅􀁖􀀮􀀶􀁾􀀮􀀶􀀱􀀠'C' ON SOUTHEAST CORNER OF CONCRETE WALK AT FRONT COORDINATE DRIVE CONSTRUCTION WITH COLONNADE CONTRACTOR II INC. ---.::::::-..::-63+"'0 6" THICK 6!1O PSI FLEX
REINF. CONC. DRIVE o CHA TT AHOOCHEE LEASING CORPORATION PSI ENTRANCE TO 480"' ARAPAHO ROAD. ELEV.630.81