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ST9801-CS010629FAX ~'2'14) 352-3201 TELEPHONE (214) 358-6581 -:'/-:Jg-~.;l~ll :J? RCVD ED BELL CONSTRUCTION COMPANY POST OFFrCE BOX 540787 10605 HARRY HINES DALLAS, TEXAS 75354-0787 DALLAS, TEXAS 75220 June 29, 2001 Mr. Michael A. Martin, P.E. Engineering and Public Works of Coppell 2C~YParkway Blvd. ~,\ Coppell, Texas 75019-4409 ~\~ / Re: Coppell Road Reconstructiofik SH 121 to Sandy Lake Road ~ Coppell Project #: ST98-01 ~ / Dear Mr. Martin: ~r/ Enclosed for you review is our semi-final b~ing on the referenced project for work completed through the end of the project. As you are/~(are, we do not agree with the City s position regarding lack of payment for the following ~rkor the time charged to date: I. Construction of the offset dec~ur. 2. Reduction in payment for Itj/m 21 for our utSlity subcontractor's work. 3. Underpayment for DI Fittirfgs, Item 7. 4. Time charges for the project. Please do not interpret this billing as an agreement with your position regarding these issues. If you have any questions regarding this billing, don't hesitate ~o contact our office. Sincerely, ~)n~-~tio n Compan_.~y Robert D. Weber Project Manager ' XC: Mr. A. Scott Maughn, E.I.T., Freese and Nichols, Inc., 1701 N'2 Market Street Suite 500 LB51, Dallas, Texas 75202 AN EQUAL OPPORTUNITY EMPLOYER ED BELL CONSTRUCTION COMPANY *****'* MONTHLY ESTIMATE f.A~l ~ JOB NO. 946 ESTIMATE N pROJECT COPPELLROAD MARCH 1,2001 '=~O't ~J'l~t~ LOCAT~OI~ SANDY LAKE ROAD TO SH 121 FROM B,DDATE_ FESRU^RY 28,1699 TO SEU~-F~.*L ~ ~[ I ~' ENGINEER FREESE NICHOLS, lNG, ~ OWNER C1~ OF COPPELL , ~ ITEM UNIT BID DESCRIPTION BiD TOTAL QU~TI~ AMOUNT QUANTI~ ~OUNT PRICE COST THIS MONTH ..... TO DATE ..... .. - QUANTITY --- PART A - WATER LINE IMPROVEMENTS ~ 140,000.00 140,000.00, 0.00 0 00 100 140,00000 1; LS* i 00 MOBILIZATION& DEMOB ~5 2 LF 1300!6"C900CL200DR 4PVC 2 34125L 0.00 000 12.00~ 315.00 0.00 0 00 180.09 5,166.00 ~ ~ r LF 196.00 8" C900 CL 200 DR14 PVC I 28.701 5,625.20 4 LF 4.00 10" C900 CL 200 DR14 PVC ! 8830 353.20 ! 0.00 0 00 000 000 5 LF 5,582 00 12" C900 CL 150 DR18 PVC 22.95] 128,106 90[ 000: 0 00 5,589.00 128,267.55 F ~F 2000 16" C900 CL 150 DR18 PVC 855.00 i 0.00 0,00 20.00 855.00 ~ 7--TN -~ 320 DI FITTINGS -- 000;0~.~r~ ~ 5~"~;~ 42.75 3,600,00 11,520 00 0 00 18,900,00 1.00 6" GATE VALVE & BOX 1,10000 i 0 00 0.00 1~0 1,100.00 1100 8" GATE VALVE & BOX -- 70000~ 7,700001 0.06 0.00 1100~ 7,700,00 1,400.00 ~1,000 00 0.00 000 1400 19,60000 5,000.001 5,000,00 i 080 0 80 1.00 5,000 06 1,800.00~ 3,600.001 0.00 000 2.00 3,600.00 ~-,900.00 30,400.00 000 000 --17.00 39,300.00 i ~i~ 750 00 i 0,00 8 00 1.00 750 00 9 EA 10 EA 1500 12' GATE VALVE & BOX 11' EA 100 16" GATE VALVE & BOX__ : 12~EA~ ~00 AIRRELVALVE2 ~ 3~ EA~ ~0~ ~RRE HYD-RANT ASSy & 6 G 14 EA ' I O0 RELOCEXIST FIRE HYDRANT i 15 EA ~00 RECONNECT EXIST WTR SERV 000 5.00 2,750 00 ~ -- 16 EA ' 1400 CONNECT TO EXIST 8 WTR 17~ EA 200 CONNECT TO EXIST 10 WTR 550.00 I 1, 00 00 ! 0.00 i 1,00000 14,000.00 I 000 000 4;00 4,0~0_0.00 1,100.00 i 2,20~ 0.00; 000 0.00 i 0.00 2,400001 000 0 00 300 3,600.00 i 18 EA 200 CONNECT TO EXIST 12WTR ~ ~ 19~EA 1 00 CONNECT TO EXIST 16 WTR q 1,800 00 ' 0.00 0 00 1.00 1,800.00 000 5,80%00 7,251 25 20[ LF ~,977 00 TRENCH SAFETY FOR WTR LI q 1 25; 7,471.25 0.00 ~1-- SY~ ~50 08' TEMP 6' HMAC RDWAY MATL , 15.0 ~11~] ~l.~ ~- 000-- ' 600-- 40333 6,049 95 PART B - PAVING AND D~NAGE IMPROVEMENTS . -- -- - ~ ~- -- ~ ~~~ ~o~ ~oo- -~b~ , o.ooo.oom o o,ooo ~ ~EA 28 007ADJ ~XiST ~LVE B~ = 150.00' ~,200.00 0.00 0.00 2~ 4,20~. ~ 2,~o.oo~ o.oo o.oo ooo, . 4--~A 5 O0 'ADJ EXIST MH RIMS TO GRA ~7 EA ~00 ADJ-EXIS~wTR~E 150.00 6-~ i ~ ,6~4]~0 ' UNCLA~S ST EXC~ 500I ~--CY 5.060 O0 'COMPACT FILL 2.50 ~ ~y ~0.29500 8"LIMESTAB 1,50 ~T SY ~,0~200 6"LIMESTAB 2.00 ~0- TN ~500 LIME FORRDWAYSUBGRADE 10000 {1 -- TN 64 00 LIME FOR TRAIL SUBGRADE 100.00: 1~ - SY' ' 22.620 00 8" REINF CONC PAVEMENT '-22 94 13' SY ' ~,52000 6"REINF~CNCHIKE&BIKE 14 S¥ 911 00 4" REINF CONCSIDEWALK 15' SY ~5700 6GRAVELDRWAYTRANSITI 16- ~Y 36200 6REmNFCONCDRWAY - -- 17* LS 90 6 R~INF DBL CONC D~R~VV/S~ . ' ~-~18' SY 400 6 R~iN~CONCALLEYPAVE 19- iF 10,000 o0'6~oNO CURS ~0' SY~ 8~700 ~HMA~TYDS~URFCOURSE. __ 21- S~; ~ 8~700 6 HMAC TY B SASE COURSE 1 ~-22: LF 332 0D7~ S~H ~0PVC CONDUIT 1( 23'~ ~42 0~ -B~ICK PAVERS FOR BiKE mr 24~ EA 200 T~IB~R~IER FREE~]P-_--~ . ~ 60001 25 EA 6 00-~ I MODIF BARRIER FREE 65001 26' EA 600 TY II BARRIER FREE RAMP 65001 27 LS 1 00- TRAFF CTRL & BARRICADES 28' ~ 16 00 TRAFF SIGN ASSY 2500~ ~§. EA 4 00 6 PAINTED PIPE BOLLARDS __ 2000~ 30 LF 16(300 18"THERMOSTOP_BARSTY1 ~ . 31' EA 2,8540(3 4' YEL NON REF BUTTON ]]])~3~]] ~A 4~600 4" YEL REF BUTTON 33 EA 2500'4" WHITE NON REF BUTTON 34 EA 1700 4' BLUE REF BUTTON 3~F i30 00 REM & DISP OF EXIST MTL 36--%~ ' 613 06-TXDOT ~R-~ RAiEIN~ 50000 300.00 ] 0.00 000 1 00 15000 58,27000 i 0.00 000 ~ ~1111,654.00 58,270.00 0~00 000 ~5 060.00 12,650.00 6,084,00 ~ 0.00 0 00 o~ 3,12000 6,240.00 518,902 80 0 00 000 22,351.80 512,75029 60~80 00 ~ 000' 2.~1..60 ' '~8,598 4-~ 20 042 0~' ~60~ 600 O~¢ ~0~ 62 30 ~3 6~ 7,~0 00 E00 0 00 1 00 7,~0 00 ~ 000 000 600 3.90000 --'- 000 - 0 00 1 00 25,000 00 0 oo' 0 oo 000' o.do 2600 8190 26.00 81.90 1700 ~36 00' i7.~' 6~.00 0 00 O 00 J 3~' ~50 00 45,97500 5130~ ~5,~ 00 ' 61300 ~ 5~5~- ' ~i- LF 10 00. CL Ill RCP 18' 46,299.00 0 3~' LF 1.403 oo GL;mm RCP 21" ' ~' LF 8900 CL Iii RCP 24" 3,~0~ 4~ L~ 1~00 CEilIR~P27" 41 iF 85306 CLIdRCP30; 14.000 42 EF 35 0~'CL RCP 96; _ 4~' ~F 29900'~-i0;~6'MULT~C-i:~CON ' ~00.00 239,20000 000 000 29900 239,~. ~ . ~ 4~' C~ 14:00 3-10'X6' MULTI BOXCUL~ 45' ~Y 50 00.'; RE N CONC APRON EA EA 4OJ 50 EA 52 LE 6.00 REINF CONC ENERGY DISSIP 5.00 4' SQ STD STRM DRAIN MH 15.00 10' RECESS CURB INLET 0.00 10' STD CURB INLET 2,000 00 i 0.00 1.00 4' SQ DROP INLET W/CONC I 2,500 001 2,500.00 430 00 EARTHEN DRAIN SWALE 600 JACK & BORE 24 RCP UNDE 7.00[ 3,010.00 300.00 1,800.00 j 0g0: 0.00 J 6.00 1.8OO.00 53j LF* 2,708.60 TRENCH SAFETY FOR STRM D J 1751 4,739.00 0.00j 0.00 2,708,00 4.739.00 54 CY 560.00 UNCLASS CHANNEL EXCAVA [ 6601 3.360.00 0.00 I 0.00! 56000 3.3~O.00 i 2,200.00 11,000.00 J 0.00; 0.00; t~,J~lL 7.00 15.400.00 2.oco.oo j 5o,ooo.oo, ,,a.T,,aj$~, , 0.00j O.00j o~g- 1600 32.COO.00 0.00 0.00 1.00 9.0CO.00 0.00 000, 1.00 2,500.00 0.00 0.00 = 430.00 3,010,00 55 SY' 1,17600 12' GROUTED ROCK RIP RAP 3800 44,688.00j 000 0.00! 1,176.64 44.712.32 _ 56 i SY* I 37600 6" REIN CONC RIP RAP i 44.001 16,544.00: 0001 0.00 371.35 16.33940 57i EA : 142.00 TREE REMOVAL & DISPOSAL ! 160.60J 22.720.00 0.00! 0.00 i 0~fl. 201.00 32,160.00 581 EA 2500 TREE REMOVAL & REPL 200001 5,000.00 0.00 I 0.001 7.00 1,400.00 59 EA 15 00 ~ 5 GAL RED TIP PHOTINIA S 50.00 J 750.00 j 15.06 J 750.00 i 15.00 750.00 60j SY I 10.288.00 HYDROMULCHSEEDING 0.75 7,716,00j 13,33333 10,000,00~13,333.33 10.000.00 ~ 61i SY 8,620.00 BERMUDA BLOCK SOD 2.75i 23,705.00; 8,040.00 j 22.110.00~ 8,040.00 62: LF* 2,o76 00, REM/REP EX BARS WIRE FENCE 400J 8,304.00 290 00 J 1,160.00 ! 2,366.00 63 LF 19000 REM/REP EX WOOD SPLIT RAIL FEN 1400 2,660.00 i 0.00 ~ 0.001 170.00 64; EA ; 2000 ADJ EXIST IRRIGA SPRINKL J 250.00 5,000.00 j 0.001 0.00 ! 22.00, 65 J EA 1.00 SLOPED END TREATMENT FOR I 5,000 00 i 5,000,00 00_O_i 000 1.00 t Change Order #1 SY TN 13,43600 CEMENT STABILIZATION ! 3.91 52,534.76 000 000 14,654.00 Change OrderS2 28200 CEMENT(SLURRY) 144.00 40,608.00 ~ 0 00 0.00 ~. 307.75 !.. LS 1 001 RECONSTRUCT CHANNBI~, ,~900.00 .... SY 395.00 12" GROUTED ROCK RIPR,~ ~' 38.00 ~EA I 00 REM 26" PECAN TREE ~ 160.00 [Change Orde~ -- ~ ~41~00--21' C~ III RCP 4362 j ' ~SY 700~' GROUTED ROCK RI 38.00 7,900.00 000 0.00 j 1 00 15,010.00 J 000; 0.00 395.00; 160.00 0.00 J 0.00 1.00 24,882.00 000 000 440.00 24,882.00 6150.42 ~00j 000J 14100 266.00 0.00 0.00 i 700 3000.00 0.00 0 00; 1.00 160.00 2,060,958.73 MONTH 103,093.80 TO DATE 2,094,41234 DEDUCTIONS 000 DEDUCTIONS 000 SUB TOTAL 103,093.80 SUB TOTAL 2.094,412.34 R~=TAINAGE RETAINAGE 5% 5,15469 5% 104,720.62 PREY PAY 1,660,59963 SUB TOTAL 97,939 11 AMT DUE 129,092.09 i L~/~avis, Co~structioh 'l~l-s pect o ~ ' Date: K-~neth M Gdffin, P E, Director o~ Engineenng & Public Works ,, Ed I~ct~Com . :Robert D Weber. ~ro)ect Manage~ Date.