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ST9801-CS000916 (2)';"~'~(~) 352~01 TELEPHONE (214) 358.6581 ' ~ '~ ED BELL CONSTRUCTION COMPANY ;' ~ POST OFFICE BOX 540787 10605 HARRY HINES DALLAS, TEXAS 75354-0787 DALLAS, TEXAS 75220 September 16, 2000 Mr. Michael A. Martin, P.E. Engineering and Public Works City of Coppell 255 Parkway Blvd. Coppell, Texas 75019-4409 Re: Coppell Road Reconstruction SH 121 to Sandy Lake Road Coppeli Project #: ~ Dear Mr. Martin: Enclosed for you review is our billing on the referenced project for work completed through August 31, 2000. As you are aware, we do not agree with the City's position regarding lack of payment for the following work or the time charged to date: 1. Construction of the offset detour. 2. Reduction in payment for Item 21 for our utility subcontractor's work. 3. Underpayment ~'0r DI FittingS', 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 to contact our office. Sincerely, ! Constmcti~Company '1i TI~ ~.~/~ik vv ~ U~;l Project Engineer xc: Mr. A. Scott Maughn,-E.I.T., Freese and Nichols, Suite 500 LB51; Dallas,'Texas 75202 ' AN EQUAL OPPORTUNITY EMPLOYER ED BELL CONSTRUCTION COMPANY ...... * MONTHLY ESTIMATE JOB NO. 946 ESTIMATE N 11 PROJECT_ COPPELL ROAD LOCATION SANDY LAKE ROAD TO SH 121 FROM AUGUST 1, 2000 BID DATE_ FEBRUARY 25, 1999 TO AUGUST 31, 2000 ENGINEER FREESE NICHOLS, INC. OWNER__ CITY OF COPPELL ITEM UNIT BID DESCRIPTION BID TOTAL QUANTITY AMOUNT QUANTITY AMOUNT - - QUANTITY -- PRICE COST THIS MONTH -- TO DATE PART A - WATER LINE IMPROVEMENTS I LS* 1.00 MOBILIZATION & DEMOB I 140,000.00 140,000.00i 0.00 0.00i 0.751 105,000.00 2 LF ' 13.00 [6" C900 CL 200 DR14 PVC . 26.25 341.251 0.00 0.00i 12.00 315.00 196.0018" C900 CL 200 DR14 PVC ! 28.70 5,625.20 i 0.00 3 LF 0.00 i 180.00 5,166.00 4 LF 4.00 10' C900 CL 200 DR14 PVC i 88.30 353.20, 0.00 0.00 0.00! 0.00 5 LF 5,582.00 12" C900 CL 150 DR18 PVC 22.95 128,106.90; 0,50 0.00 5,589.00i 128,267.55 6 LF 20.00 16' C900 CL 150 DR18 PVC I 42.75 855.00! 0.00 0.00 20.00' 855.00 7" TN 3.20 DI FITTINGS 3,600.00 11,520,00 '~ 0.77 2 776 95 ~ 5.25 18,900.00 ~_' 8, EA 1.00 6" GATE VALVE & BOX 1,100.00 1,100.001 0,00 0.00 i 1.00 ! 1,100.00 91 EA 11.00 8" GATE VALVE & BOX 700.00 7,700.00 ! 0.00 0.00 [ 11.00: 7,700.00 101 EA 15.00 12" GATE VALVE & BOX 1,400.00 21,000.00! 0.00 0.00~ 14.001 19,600.00 11 EA 1.00: 16" GATE VALVE & BOX 5,000.00 5,000.00! 0.00 0.00 1.00 5,000.00 12 EA 2.00 AIR REL VALVE 2 1,800.00 3,600.00 ! 0.00 0.00 2.00 ! 3,600.00 13 EA 16.00 FIRE HYDRANT ASSY & 6 G 1,900.00 30,400.00 i 0.00 0.00 17.00: 32,300.00 14 EA ! 1.00 RELOC EXIST FIRE HYDRANT 750.00 750.00] 0.00 0.00 1.001 750.00 15 EA 2.00= RECONNECT EXIST WTR SERV 550.00 1,100.00. 0.00 0.00 5.00 2,750.00 16 EA 14.00 i CONNECT TO EXIST 8 WTR 1,000.00 14,000.00 0.001 0.001 4.001 4,000.00 17 EA 2.00 CONNECT TO EXIST 10 WTR 1,100.00 2,200.00 0.00 0.001 0.00 { 0.00 18 EA 2.00 CONNECT TO EXIST 12 VVTR 1 1,200.00 i 2,400.00 0.00 0.00 1 3.001 3,600.00 I --, '800m00 ~ '800'00 0'001 0'001 19 EA 1.00 CONNECT TO EXIST 16 WTR t 1 1 1 1 ~ 201 LF '- 5,977.00 TRENCH SAFETY FOR WTR LI 1.25! 7,471.25 0.00 0.00 5,801.00 i 7,251.25 21 SY' 750.00 TEMP 6' HMAC RDWAY MATL 15.00 i 11,250.00 0.00 0.00 403.331 6,049.95I PART B - PAVING AND DRAINAGE IMPROVEMENTS i 1, LS 1.00 PREP ROW 50,000.00 i 50,000.00 0.331 16,500.001 1.00 { 50,000.00 2 i LS 1.00 EROS & SEDIMENT CTRL 20,000.001 20,000.00 0.251 5,000.001 1.00 20,500.00 31 EA 28.00 ADJ EXIST WTR VALVE BOX 150.001 4,200.00 1.00 150.00i 3.00; 450.00 ;! EA 5.00 ADJ EXIST MH RIMS TO GPA 500.001 2,500.00! 0.00 0.00 0.00; 0.00i EA 2.00 ADJ EXIST WTR METER BOXE 150.00 300.00: 1.00 150.00 1.00: 150.00 I 6 [CY 11,654.00 UNCLASS ST EXCAVA 5.001 58,270.00 0.00 0.00~ 10,500.00 52,500.00 r 7 ~ CY 5,060.00 COMPACT FILL 2.50 ! 12,650.00 0.00 i 0.00 ~ 1,460.00 3,650.00 r' 8: SY 10,295.00 8' LIME STAB 1.50 15,442.50 0.00 ! 0.00 11,010.00 16,515.00 !- ;_ 9~ S~Y . 3,042.00 6' LIME STAB 2.00 6,084.00 0.00 ! 0.00 0.00 0.00 10 TN 216.00 LIME FOR RDWAY SUBGRADE 100.00 21,600.00 0.00 0.00 231.99 23,199.00 11 TN 64.00 LIME FOR TRAIL SUBGRADE 100.00 6,400.00 0.00 0.00 0.00 0.00 12 SY* 22,620.00 8" REINF CONC PAVEMENT 22.94 518,902.80 5,137.001 117,842.78 19,407.83 445,215.62 13 SY 2,520.00 6" REINF CONC HIKE & BIKE 24.00 60,480.00 0.00i 0.00 0.00 0.00 - '~4 ~ ~SY -'911.00'4" REiNF CONC SIDEWALK 22.00 20,042.00 0.00i 0.00 0.00 0.00 ~5' SY ' -157.00 6 GRAVEL DRWAY TRANSITI 15.00 2,355.00 0.00 0.00 0.00 0.00 16 SY ' "~-6-2'.00 6REINFCONCDRWAY 32.00 11,584.00 84.34 2,698.88 518.34 16,586.88 17 LS 1.00 6 REINF DBL CONC DR WIS 7,500.00 i 7,500.00' 0.00 0.00 0.00 0.00 18 SY 4.00 6 REINF CONC ALLEY PAVE 100.00 i 400,00 0.00 0.00 ~ 0.00 0.00 19. LF 10,000.00 6 MONO CURB ~ 12,000.00, 1,928.00 2,313.601 8,132.00 9,758.40 201 SY* 817.00 2 HMAC TY D SURF COURSE 5.00 i 4,085.00 ~ 583.56 2,917.80 i 910.22 4,551.10 ~- 21 ! SY° 817.00 [6 HMAC TY B BASE COURSE 15.00 12,255.001 583.56 8,753.40 ~ 910.22 13,653.30 221 LF 332.00 3' SCH 40 PVC CONDUIT 10.00 3,320 00 0.00 0.00 ~ 188.00 1,880.00: 23 SY 242.00 BRICK PAVERS FOR BIKE TR 35.00! 8,470.00 122.74 4,295.90! 122.74 4,295.00, 24 EA 2.00 TY I BARRIER FREE RAMP 600.00 1,200.00 0.00 0.00i 0.00 0.00 -- 25 EA' ' 6.00 TY I MODIF BARRIER FREE 650.00! 3,900.00 0.00 0.00 0.00 0.00 ....... ~-'-'-EA * ' 6.0~ TY II BARRIER FREE RAMP 650.00! 3,900.00 0.00. 0.00' 0.00 0.00 ......... 2~"-~_S ' ' 1.00 TRAFF CTRL & BARRICADES 25,000.00; 25,000.00 0.00 0.00 0.90 22,500.00 ~_--~--__.` 2~-~_~_ i -~ ~.00. TRA~FF SIGN ASSY 250.001 4,000.00 0.00: 0.00; 0.00 0.50. 29 EA 4.00 6 PAINTED PIPE BOLLARDS 200.00 800.00 0.00i 0.00 0.00 0.00 ..... 30--~F ' 160.00 18' THERMO STOP BARS 'FY 1 6.30 1,008.00 0.001 0.00i 0.00 0.00i 31 EA 2,854.00 4" YEL NON REF BU'I-rON 3.15 8,990.10 0.00 ! 0.001 0.00 0.00 32 EA 456.00 4' YEL REF BUTTON 7.35 3,351.60 0.001 0.00, 0.00 0.00 33 EA 25.00 4' WHITE NON REF BUTTON 3.15 78.75 0.00 1 0.00 0.00 0.00: 34 E~--~, 17.00 4' BLUE REF BUTTON 8.00 136.00 0.001 0.00 0.00 0.00: 35 LF .... 130.00 REM & DISP OF EXIST MTL 5.00 650.00, 0.00 i 0.00. 130.00 650.50' 36 LF ~13.00 TXDOT PR-1 RAILING 75.00 45,975.00 0.00+ 0.00 0.00 0.00 ...... 3~--~.~ .... 10~O-~-CL III PCP 18' 50.00 500.00 0.00 ! 0.00 10.00 500.00 ~ ..... 3-8 --LF ' 1',40~.00 CL III PCP 21" 33.00 46,299.00 0.00 i 0.00, 1,403.00 46,299.00i 39 LF 89.00 CL III PCP 24" 40.00 3,500.00: 0.00; 0.00 89.00 3,500.00i ...... -~ L-F ' 19.00 CL III PCP 27' 47.00 893.00, 0.00i 0.00 19.00 893.00! 41 LF 853.~0 CL III PCP 30' 49.00 41,797.00 [ 0.00; 0.00 853.00 41,797.00 42 LF .... ~5.00 CL III PCP 96' 400.00 14,000.o0 i 0.00 0.00 35.00 14,000.00'~ 43 LF 299.00 3-10'X6' MULTI C-I-P CON 800.00 239,200.(~ 0.00, 0.00 299.00 239,200.00: 44 CY - i,4100'3-10'X6' MULTI BOX CULVE 400.00 5 600.00, 6.00 2,400.00 6.00 2,400.00 45 SY 50100 6' REIN CONC APRON 42.00 2,100.00 i 0.001 0.00 0.00 0.00 ,~ 46 EA 6.00 i REINF CONC ENERGY DISSIP 600.0C ,,,,M,0G, 0 ~ 6.00 3,600.00 o.oe ;'~,~, 7.oo 15,400.00 ~ ~ EA 5.00 4' SQ STD STRM DRAIN MH 2,200.0¢ 1~,0(3~.00, _.__, ..u_, 13.50 EA 27,000.00 0.00 0.00 ,~ 52 LF I 6.00!JACK&BORE24RCPUNDE 300~ --1,800.1301 0'00~-~~ 6.00 1,800.00 ~ 54 ! CY 560.00 3,360.00 56 SY' ! 376.00 6' REIN CONC RIP R~ 371.35 16,:~9.40 57 EA 142.00 TREE REMOVAL & DISPOSAL 160.0~ --22,720.00 ----- 0.00i 160.00 25,600.00 EA 25.00 TREE REMOVAL & REPL 200.01 -~ 0.00 0.00 EA ! 15.00 5 GAL RED TIP PHOTINIA S 50.0~ 750.00; 0.00 0.00 0.O0 0.00 60 SY ! 10,288.00iHYDROMULCH SEEDING ~ 0.00 0.00 61 f SY 621 LF ! 2,076.00 ~ REM/REP EX BARS WIRE FENCE 8,304.00i 63 LEFA 64 20.00 A DJ EXIST IRRIGA SPRINKL 250.00 5,000.00 i 0.00: 0.001 0.00 0.00~ 65 ~_A 1.00 SLOPED END TREATMENT FOR 5,000.00 5,000.00 0.00 0.00i 1.00 5,000.001 Change Order ~1 SY 13,436.00 CEMENT STABILIZATION 3.9' 52,534,76 4,095.24 TN 282.00 CEMENT (SLURRY) 144.00 40,608.00 86.00 i 12,384.001 227.75 32,796.00 ~] Change Order #2 LS SY 395.00 12' GROUTED ROCK RIPRAP 38.00 15,010.00 0.0( 0.00 130.00 4,940.00 EA ; 1.00 :REM 26" PECAN TREE 160.00 160.00 0.00 0.00 1.00 Change Order ~ SY 440.00 12' GROUTED ROCK RIP RAP 56.55 24,882.00 440.00 24,882,00 440.00: 24,882.00 2,05~,~t.2.$1 MONTH 230,267.70 TO DATE 1,655,841.31 DEDUCTIONS 0.00 DEDUCTIONS 0.00 SUB TOTAL 230,267.70 SUB TOTAL 1,655,841.31 RETAINAGE RETAINAGE 5% 11,513.39 5% 82,792.07 PREV PAY 1,354,294.93 SUB TOTAL 218,754.31 AMT DUE 218,754.31 Calendar Days for Substantial Completion: 292 !Calendar Days Used to Date: 329 ~_F!n__al Completion: 292 Recommended for Payment: REMARKS: City of Coppell Date: am/Davis, Construction Inspector IApprovc~l: Kenneth Date: M. Griffin, P.E., Director of Engineering & Public Wor~s E Construction Co~ ~~,~ Robert D. Weber, Project Engineer ~