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ST9801-RP010301 ED BELL CONSTRUCTION COMPANY ....... MONTHLY ESTIMATE JOB NO 946 ESTIMATE N PROJECT COPPELL ROAD LOCATION SANDY LAKE ROAD TO SH 121 FROM MARCH 1,2001 BID DATE FEBRUARY 25, 1999 TO SEMI-FINAL ENGINEE~ FREESE NICHOLS, INC. ITEM UNIT BID DESCRIPTION BID TOTAL QUANTITY AMOUNT QUANTI3Y AMOUNT PRICE COST THiS MONTH .... TO DATE PART A - WATER LINE IMPROVEMENTS r 1 ! LS* 1.00 MOBILIZATION & DEMOB 2 LF 3 LF 4 LF 1300 6" C900 CL 200 DR14 PVC 19600 9" C900 CL 200 DR14 PVC 400 10" C900 CL 200 DR14 PVC ---- 5,582.00 12" C900 CL 150 DR18 PVC 5, LF 6! LF 20,00 16'cg60CL150DR16PVC 7 TN 3,20 D~ FITTINGS 140.000.00 140.000.00 ~ 0.00 ' 0.0b [ 1.00 140.000.00 26.25 341.25 0.00 0.001 12.00 ~ 315~ 28.70 5,625 20 000: 000 ! 180,00 i 5.166.00 88.30 -- 353.20 000: 0.00 000: 0.00 22.95: 128,106 90 000i 0.00 5,589.001 128,267.55] 4275 855.00 0.001 000 2000 85500 3,600.00 11.52000 0.00 0(~0~ 5.25 18,900 00 8: E,~, 1.00 6" GATE VALVE & SOX ~ 9 EA 1100 8" GATE VALVE & BOX 10 EA 12 EA 131 EA 141 EA 1500 12" GATE VALVE & BOX 1 00 16" GATE VALVE & BOX 200 AIR REL VALVE 2 1600 FIRE HYDRANT ASSY & 6 G 1.00 RELOC EXIST FIRE HYDRANT 2.00 RECONNECT EXIST WTR SERV 1,100.00-F 1,10000 0.00 ~ 0.00 i 1.00 1,100 00 700.00 i 7,700.00: 0.00 000 11.00 7,700.00 ~ 1,,~ 21,00000 000 0.00 1400i 19,600.09j 5.00000 ! 5,000 00 0.00 0.00 1.001 5.000.00 i 1,800 00 3,600.00 0.00 I 0.00 2.00 3,600.001 30,40000 0.00! 0.00 1700 ~ 32,300.~ 0 001 000 5.00 2,750.00 ! 750.00' 750.00 55000 1.100.00 EA 16 i gA ' 14.00 CONNECT TO EXIST 8 WTR 1,000 00; 14,00000 O-GO ! 000, 4.00 4,000.00 17 ' EA 200 CONNECT TO EXIST 10 WTR 1,10000 i 2.20000 0.00 ! 0.001 0 O0 000 ~ 18 EA 200 CONNECT TO EXIST 12 WTR 1,200.00i 2.40000 0.00 0.00 3.00 3.600.00 ~ 191 EA 1 00 CONNECT TO EXIST 16 WTR 1,80000 [ 1,800 00 000 000 1.00 i 1,800.00i 20 i ~ ' 5,97700 TRENCH SAFETY FOR WT~[I 1 25 7,471.25 0.00 0 00 5,801.00 7,251.25, ~ SY* 750.00 TEMP 6" HMAC RDWAY MATL __ 1500 11,250.00 000 000 403 3~ 6.049.9~__" PART B - PAVING AND ORAINAGE IMPROVEMENTS 1- LS 1 00 PREP ROW ~ 50,000.001 1.00 50.000.00 2 ~ 1 00 EROS & SEDIMENT CTRL ~ 20.00000 I [ 3~EA 28 00 ADJ EXIST WTR VALVE SOX i 15000 ! 50.00000 0.00 0.00 ~ 20,000~00 000 0.001 1.001 20.000.00 4,200.00 0.00: 000 28.00 i 4.200,00 50000 2,500 00 000 0.00 000' 000~ 150.00 300 00 0.00 ! 000 1 00 150.00 500 58.270.00 0.00 [ 000 11,654.00 58,27000 250 12,650.00 0 00 ! 000 i 5,060.00 12,650 00 5.00 ADJ EXIST MH RIMS TO GRA t -5-- EA 2.00 ADJ EXIST WTR METER BOXE ~ CY 111654 O0 UNCLASS ST EXCAVA 7 CY ~,06000 COMPACT FILL 8 SY "~0,~9~500~~I~MES~A~ 1 501 15,442.50 0.00 0.001 11,010.00 16,51500 9 SY 3,04200 6" LIME STAB 2.00; 6,08400 0.00 0.00 3,12000 6,240.00 10~ TN ~6~00 LIME FOR ~DWAY SUBGRADE 10000; 21,600 00 000 0 00 231 99 23.199.00 11 ~ TN 64.00 LIME ~OR TRAIL SUBGRADE 10000 6,400 00 000 0~)0-- 65.5~~ 6.552~0- 12 SY* 22,620~0~ 8" REiN F coN~ PAVEMENT-- -- 2294 518,902.80 000 000 22,3~- 51~,750 291 · 2,441 60 58,598.40 13 ' SY ~i~20 00 6" R~INF ~ONC HIKE & BIKE 2400 60,48000 0.00 000 14' SY 9110(3 ,4~'REiN~CONCSIDEWALK ~200~ 20,042.00 ~.00 000~ 1,40~162 30,92364 ~ ~y 57 0(3 ' 6 ~RAV~L DRWAY TRANSITI 1500' 2,355 0~ - 000 000 15700 2,355.00 ~ - SY ~20~ 6 REIN~ CON~ DRWAY - 32.00 ' 11,584 00 000 000 ~4~74T 21 ~91.68 17 I_~ ~.00~EiNFDBLCON~DRW/~ - ~,500~0~ 7,500-(~ ' 000' 000~;14"~.~ ~ ~y 400 '6 REIN~CONC ALLEY PAVE 10000 40000 0.00 000 1450 1,450.00 19- ~_~ - 10,000 00 ~ k4ONO CURS I 20 22: LF 332.00 3" SCH 40 PVC CONDUIT ~ 242.00 BRICK PAVERS FOR BIKE TR 24' EA ~ (3(3 TY I BARRIER FREE RAMP 25- EA 60(3 TY I MODI~ BARRIER FREE 1000 3500 600.00 65000; 12.00000 0.00 0.00 9,386.00 11,26320 4,085 OO 000 0 ~07 910 22 ' 4.551 ~ 12,255 O0 000 0.00- 91022; i3 653 3~; 3,320.00 000 000- ~2,00 ! 3,720.00 i 8,47000 117~26 4 104 10 2~ ~;~00.00~ 1,~oooo . o oo ooo o.oo ooo 3.900 ~_ 000 0.00' ~00' 5,2000(3 2~' EA 6 00 ~Y Ii BAR~i~ ~REE RAMP 65000 3,900 00 0 00- 0.00 600. ~ i L~ I O0 ~RAF~ CTRL & ~RRI~ADES " 25~000 00' ~,000 00 000' 000" 1.00 25,000 00 28 EA 1~.00 f~ ~i~N ASSY ' ~ ~'~ 7.00 1,750~0' 7 00 1,756~ 29' EA 400~ ~INTE~PIPE BOL~RDS - 200 00 80000 0.00 000 000 000 - ~ 14500 6 30 1.00800 145 00 913.50 ~ ' 913~ 30~ LF 160~0 18'THERMOSTOPBARS~I 31 ~ 2~54 00 4" V~C N~EF BU~ON ~ 315 8.99010 2.390 00 7,5~ 2,390 ~.~8.~j ~' EA 456~0b '4" ~[ ~ BU~O~ ~ ~ ~0 ~68 00 8 584 ~- ~ 16800 8,584~5_~ ~: EA 1~d'4" BLUE R~d~ON ~ ~ ~ ' ooo- o oo ~5Eoo-- 35~ LF ~30 00 REM & 5i~P OF ~X ST Mt~ -- ~ 6~ ~ ~ ~ ~00 ~ ~ ~5,975.~ ' - -- - - 7500 ~5,~ ~oo.oo 36 LF 613 00 TXDOT PR-1 ~ILING 37~ LF 1000 CLIH RCP 18" 5000 500.00 000 000 1000 38' LF 1.40300 CL lit RCP 21" ' 3'~ 0~ 46,~9 00 0~' ~00- 1,4~3 00 46,299.00 39' LF ' ~ 0~'CL Iii RCP~' ' 400~ 3,~0 00 000 ~ 000 ~ 3,56000 - 1900 '40~ ~F 1~ oo C~ i~l RCP 2~~ 47.00 893 0O 000 00b'' 41' L~ 85~00'CLIIIRCP30; - 4~ ~ ~1,797~'' 0~8' ~ ~- 41 000 42 LF 3500 CL III RC~ 6~' ~0~ ~ ~,000 00 - 0 00' ~00 ' 14,000 00 43 LF 29900'~;~6'MUE~IC-I-PCON ~ 80~ 239,2~00 088-- 000' ~9900' ~39,20~ ~' cY ~oo 3:~b'X6' MULTi B0~U[E~ 4oo oo 5.~o.oo ooo o0~ ~0o' 5,60o.~- - ' ~;d~ ~3oo oo~ i45]], ]~-~ ;~ ..... i ~,~.o~~ ~ -..i]~ . 45 SY 5000 6 REIN CONG APRON 4200 2100~ 000 461 EA 600 REINF CONC ENERGY DISSIP 600.00 J 3,600.00 ! 0.00 ~0~0 6.00 47 EA 5.00,4'SQSTDSTRMDRAIN MH 2,200.001 11,000.001 0'00i 0.00 7.00 48~ EA ~ 15.0010' RECESS CURB INLET 2,000.00 30,000.00 0.00 0.00 1600; __ 49 ! EA i 0.0010' STD CURB INLET 2,000.00 ~ 0001 0.00 i 0.00 = 100 ~ ~ 430.00 51 i LF 430.00 EARTHEN DRAtN SWALE 52 LF 600: JACK & BORE 24 RCP UNDE 53 i LF* 2,708.00 TRENCH SAFETY FOR STRM D 54, CY 56000 UNCLASS CHANNEL EXCAVA 3,600.00 ! 32,000.00 2,000.00: 70011 3'010'00ll 3,010.00 I 6.001 3,360.001 0001 0.00' 560.00 3,360.00 55 SY* 1,176.00 12' GROUTED ROCK RIP RAP 38.00 44,68800 0.00! 0.00 1,176.64 44,712.32 SY* 376.006' REIN CONC RIP RAP 44.001 16,544.00! 000i 0.00i 371.35 16,339.40 -..~j EA 142.00 TREE REMOVAL & DISPOSAL 160.00 22,72O.OO 0.001 0.00 201.00 32,160.00 58 EA 25,00 TREE REMOVAL & REPL 200.001 5,000.00 i 0.00 ' A 0.001 700 1,400.00 EA 15.005 GAL RED TIP PHOTINIAS I 50061 760.001 15.00i ~ ~50.00 ~ 15.00 ~1~-~, 13,33333 i 8,040.001 22:~ 8,040.00 290.001 1,160.00 ' 2,366.001 59 I ~ 60i SY 10,288.00'HYDROMULCHSEEDING 075; 7,71600~ 61l SY ' 8,620.00 BERMUDA BLOCK SOD I 2.75! 23,7o5.ooI I ~ 621 LF* 2,07600;REM/REPEXBARBWIREFENCE , 400 8,30400 ~ '631 LF 190.00 REM/REP EX WOOD SPLIT RAIL FEN i 64 EA , 2000 ADJ EXtST IRRIGA SPRINKL ~ '~F EA 100 SLOPED END TREATMENT FOR 750.00 10~ ~-~,11o.oo 14.001 2,660.00i 0.00, 0.00 170.00 ' 2,380.00 250.00 I 6,000.00 0.001 0001 22.00 { 5,500.00 Change Order #1 ! i : I SY 13,436.00 CEMENTSTABILIZATION I 3.91 52,534.76~ 0.00~ ~ TN 28200 CEMENT (SLURRY) I 144001 40,60800) 000! 0,00000 14,654.00130775 44,3160057'29714 i Change Order #2 ' i I i LS 1.00 RECONSTRUCT CHANNEL a 7,900,001 7,00ooo) o,oo o.00, lOO 7,600.ooj i i SY 395.0012" GROUTED ROCK RIPRAp i 3800 =' 15,01000 0.00! 0,00 395.00 15,010.00; ' EA 100 REM 26" PECAN TREE I 160.00 ! 160.00 i 0,00, 0.00 100; 16000 I r Chang~ ~rder ~G ! - : . ~ SY _ 440 00_12" GROUTED ROCK RIP RAP i 5655! 24,882.00 0.00 000 440.00 24,~82.00 rChange Order ~ ' -- 38 LE 1410021" CL 61RCP , 43.62 615042 55; SY 7.0012" GROUTED ROCK RIPRAp ~ 38.001 266.00 0.00 0.00 700 26600 _ ! _EA 1 0~0 .OPEN BACK INLET - i 300000 300000 0.00 0 00 1.00 3000.(~ DEDUCTIONS 000 DEDUCTIONS 0.00 2,094,41234 RETAINAGE RETAINAGE  PREV PAY 1,860,599.63 SU~ TOTAL 97,939 11 AMT DUE 129,092.0'9 Calendar Days Used to Date: 420 REMARKS: Kenneth M. Gdff/n, P.E., Director of Engineering & Public Works oa.D.'Webe[-,~;Oi~t~a~ger Date: 2~'"~'~ 01