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ST9801-CS011112 T H E: G I T Y 0 F Doug Teter, Vice President Ed Bell Construction 10605 Harry Hines Blvd. P.O. Box 540787 Dallas, TX 75354-0787 Re: Coppell Road Project # ST 98-01 Dear Mr. Teter: A final walk through has been conducted and it appears that all work is complete in accordance with the requirements of the project specifications. Prior to closing this contract the following items need to be provided and/or resolved: 1) Two originals of the executed Change Order #5, 2) Contractor's Affidavit of Final Payment; 3) Pay Request Number 15 and Final; and 4) Liquidated damages. If you have any questions concerning the closing out of this project please feel free to contact me. Sincerely, Kenneth M. Griffin, P.E. Dh'ector of Engineering/Public Works cc: Larry Davis, Consmxction hspector Freese - Nichols Engineering ktc. 255 PARKWAY 1ir P.O BOX 478 ~r COPPELL TX 75019 'Jif TEL 972/462 0022 I~' FAX 972/304 3673 P.O. Box 4.78 ENGINEERING DEPARTMENT FAX CO VER SHEET .. T / '"' 6 ~Y Phone: Pages: ~ (including cover sheet) Re: CC: [] Urgent l-]For Review [] Please Comment I-I Please Reply [] A~ Requested .Comments: IF YOU DO NOT RECEIVE ALL OF THE PAGES PLEASE CALL (972) 304-3679 "City of Coppell Engineering - Excellence By Design" ED BELL CONSTRUCTION COMPANY ...... MONTHLY ESTIMATE ~ ! JOB NO. 946 ESTIMATE N T PROJECT COPPELL ROAD LOCATIOI~ SANDY LAKE ROAD TO SH 121 FROM MARCH 1, 2001 BID DATE_ FEBRUARY 25, 1999 TO SEMI-FINAL ENGINEER FREESE NICHOLS, INC. OWNER__ CITY OF COPPELL UNIT BID DESCRIPTION BID TOTAL QUANTITY AMOUNT QUANTITY AMOUNT -- QUANTITY -- PRICE COST THIS MONTH --- TO DATE .... WATER LINE IMPROVEMENTS I i LS* 1.00 MOBILIZATION & DEMOB 140,000.00 '. 140,000.00 i 0.00 0.00 1.00 140,000.00 2 LF 13.00 6" C900 CL 200 DR14 PVC 26.25! 341.25 i 0.00, 0.00~ 12.00 315.00 3 LF 196.00 8" C900 CL 200 DR14 PVC 28.70 ! 5,625.201 0.00 0.001 180.00 5,166.00 4. LF 4.00 10" C900 CL 200 DR14 PVC 88.30 i 353.20 ! 0.00 0.00i 0.00 0.00 5 LF 5,582.00 12" C900 CL 150 DR18 PVC 22.95 ! 128,106.901 0.00 0.001 5,589.00 128,267.55 6 LF 20.00 16" C900 CL 150 DR18 PVC 42.75' 855.00 ~ 0.00 0.00 20.00 855.00 7 TN 3.20 DI FITTINGS 3,600.00: 11,520.00 0.00 0.00'. 5.25 18,900.00 8 EA 1.00 6' GATE VALVE & BOX 1,100.00 ~ 1,100.00 0.00 0.00 1.00 1,100.00 9: EA 11.00 8' GATE VALVE & BOX 700.00, 7,700.00 0.00 0.00= 11.00 7,700.00 10 ~ EA 15.00 12" GATE VALVE & BOX 1,400.00 21,000.00 0.00 0.00 14.00 19,600.00 11 i EA 1.00 16' GATE VALVE & BOX 5,000.00 5,000.00 0.00 0.00 1.00 5,000.00 121 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' 0.00 0.00 17.00 . 32,300.00 14 ~ EA 1.00 RELOC EXIST FIRE HYDRANT 750.00 750.00 i 0.00 ' 0.00 ' 1.00 750.00 15 ~ EA 2.00 RECONNECT EXIST WTR SERV 550.00 1,100.00 ~ 0.00 0.001 5.00 2,750.00 16 EA 14.00 CONNECT TO EXIST 8 ~rrR 1,000.00 14,000.001 0.00 0.00 ~ 4.00 4,000.00 17 EA 2.00 CONNECT TO EXIST 10 WTR 1,100.00 2,200.00 0.00 0.00 i 0.00 0.00 18 EA 2.00 CONNECT TO EXIST 12 WTR 1,200.00 2,400.00 0.00 0.00 3.00 3,600.00 19 EA 1.00 CONNECT TO EXIST 16 VVTR 1,800.00 1,800.00 0.00 0.00 1.00 1,800.00 20 LF 5,977.00 TRENCH SAFETY FOR WTR LI 1.25 7,471.25 0.00 0.00 5,801.00 7,251.25 21 SY* -~50.00 TEMP 6" HMAC RDWAY MATL 15.00 11,250.00 0.00 0.00 403.33 6,049.95 PAVING AND DRAINAGE IMPROVEMENTS ~ - -~ 1.00 PREP ROW 50,000.00 50,000.00 0.00 0.00 1.00 50,000.00 ~ ~ -L~ - ~00 EROS & SEDIMENT CTRL 20,000.00 20,000.00 0.00 0.00, 1.00 20,000.00 -~ - 28 00 ADJ EXIST WTR VALVE BOX 150.00 4,200.00 0.00 0.00 28.00 4,200.00 4 EA .... ~.00 ADJ EXIST MH RIMS TO GRA 500.00 2,500.00 0.00 0.00 0.00 0.00 5 EA - 2.00 ADJ EXIST WTR METER BOXE 150.00 300.00 0.00 0.00 1.00 150.00 6 CY 1~.00 UNCLASS ST EXCAVA 5.00 58,270.00 0.00 0.00 11,654.00 58,270.00 7 CY 5,060~00 COMPACT FILL 2.50 12,650.00 0.00 0.00~ 5,060.00 12,650.00 8 SY 10,295.00 8' LIME STAB 1.50 15,442.50 0.00 0.00 11,010.00 16,515.00 9 SY~ ' 3.04200 6' LIME STAB 2.00 6,084.00 0.00 0.00 3,120.00 6,240.00 10 T--N 2~600 LIME FOR RDWAY SUBGRADE 100.00 21,600.00 0.00 0.00 231.99 23,199.00 ~- ~l 64.00'-[.IM~ FOR TRAIL SUBGRADE 100.00 6,400.00 0.00 0.00 65.52 6,552.00 12~S-~* ' 2~.520.0~'8;~EINF CONC PAVEMENT 22.94 518,902.80 0.00 0.00 22,351.80 512,750.29 1-3---~Y ' ;~,520 00'6' ~EINF CONC HIKE & BIKE 24.00 60,480.00 0.00 0.00 2,441.60 58,598.40 1~" ~Y ' ~11.0~) '4'-REINF ~ONC SIDEWALK 22.00 20,042.00 0.00 000 1,405.62 30,923.64 1~- -~Y ~57.0~-6~R-AV~L DRWAY TRANSITI 15.00 2,355.00 0.00 0~00 157.00 2,355.00 16 --~ 362 00 '6 RE~r~ ~I~C DRWAY 32.00 11,584.00 0.00 0.00 674.74 21,591.68 17 [S' ' ~00~'(~ ~-ihF DBL CONC DR W/S 7,500.00 7,500.00 0.00 0.00 [,_~L ~ ~ 1~88 s~Y_ ...... 4 00--6--REINF CONC ALLEY PAVE 100.00 400.00 0.00 0.00 14.50 . 1,450.00 19 LF 10,000.00 6 MONO CURB 1.20 12,000.00 0.00 0.00 9,386.00 11,263.20 --~---S-~'" '8i7 00'2-~-I~C TY O SURF COURSE 5.00 - 4,085.00 0.00 0.00 910.22 4,551.10 21 SY' -~' 817 ~3(~-6 ~M~AC TY B BASE COURSE 15.00 12,255.00 0.00 0.00 910.22 13,653.30 22 LF 33~.0~3=-S-C~ 40 PVC CONDUIT 10.00 3,320.00 0.00 0~00 372.00 3,720.00 23 SY ' -247(~0 BRICK PAVERS FOR BIKE TR 35.00 8,470.00 117.26 4,104.10 240.00 8,400.00 24 EA "200 -T~B~RRIER FREE RAMP 600.00 1,200.00 0.00 0.00 0.00 0.00 -~--I~ 6 00 '~ IMoDiF BARRIER FREE 650.00 3,900.00 0.00 0.00 8.00 5.200.00 -2~- E~ ' 6 00 'TY II B~RRIER FREE RAMP 650.00 3,900.00 0.00 0.00 6~00 3,900.00 ~' - LS 1 00' TRAFF CTRL & BARRICADES 25,000.00 25,000.00 0.00 0.00 1.00 25,000.00 '~8~ -~A 16 00' TRAFF 'sIGN ASSY 250.00 4,000.00 7.00 1,750 00 7.00 1,750.00 29 EA 400 6 PAINTED PIF~E BOLLARDS 200.0~ - 800.00 0.00 0.00 0.00 0.00 3-~- ~.~ 160 00 18~ THERMO ~OP BARS TY 1 630 1,008.00 14500 913.50 145.00 913.50 3~ EA ' 2,854 00 '4' ~EI~ NON REF BUTTON 3.15 8,990.10 2,390~00 7,528.50 2,390.00 7,528.50 _3~2__E~_ ' 4.5600'4' ~EL REF BUTTON 7.35 3,351.60 1,168.00 8,584.80 1,168.00 8,584.80 33 EA ~5 0-(~ -4" W~HITE NON REF BUTTON 3.15 78.75 26.00 81.90 ~ ~ ~ '~'~'~ 34 EA ~ -'~7~(~4'-~L~E REF BUTTON 8.00 136.00 17.00 136.00 17.00 136.00 35 LF ~3~3.00-1~&-DISP OF EXIST MTL 5.00 650.00 0.00 0.00 130.00 650.00 36 ~ - 613.0~-T~O~)r PR-1 RAILING 75.00 45,975.00 613.00 45,975.00 613.00 45,975.00 37 ~ L~F 10 0-0-'CL III RCP 18' 50.00 500.00 0.00 0.00 10.00 500.00 3~-"-~.F 1,403 ~0 '(~i RCP-;~;'- 33.00 46,299.00 0.00 0.00 1,403.00 46,299.00 3~- L~F ' 89 00'CL III RCP 24' 40.00 3,560.00 0.00 000 8900 3,560.00 4~- -[.F 19 00 CL I~'1 R(~P :~ 47.00 893.00 0.00 0 00 1900 893.00 ~,~- L-F 553 00'CL il~ RCP 30' - ~ 4900 41,797.00 0.00 - 0.--0~--- 853.00 41,797.00 4~- LF ' * 3500'CL III RC~ ~6' - ' - 400.00 14,000.00 0.00 0.00 35.00 14,000.00 ~ -I~F' ' 299 00 '3-1'b'~6'-U-bL~ C-I-P CON 8O0.0O 239,200.00 0.00 ~)~00 299.00 239,200.00 4~- ~Y 14 00 -3-~d'X6' k~O!~TI BOX CULVE 400.00 5,600.00 0.00 0.00 14.00 5,600.00 45 SY 50 00 -6; REI~ CONC APRON 42.00 2.10000 0.00 0._O0_ 50.00 2,100.00 46 EA 6.00 '. REINF CONC ENERGY DISSIP 600.00 1 3,600,00 0,00 0.00 6.00: .3,600.00 47 EA 5,00 ;4' SQ STD STRM DRAIN MH 2,200.001 11,000.00 0.00 0.00 7.00 15,400.00 48 EA ~ 15.00 10' RECESS CURB INLET 2,000,00 1 30,000.00, 0.00 0.00 16,00 32,000.00 49 EA 0.00: 10' STD CURB INLET 2,000.00 0.00' 0.00 ~ 0.{30 1.00 2,000.00 50 EA 1.00 4' SQ DROP INLET W/CONC 2,500.00 2,500.00 0.00 i 0,00 1.001 2,500.00 51: LF 430,00 ~ EARTHEN DRAIN SWALE 7.00, 3,010.00 0.001 0.00 430.00 3,010.00 521 LF 6.00 JACK & BORE 24 RCP UNDE 300.001 1,800.00 0.00 ~ 0.00 6.00 1,800.00 53 LF° 2,708.00 TRENCH SAFETY FOR STRM D 1.751 4,739.00 0.00 0.00 2,708.00 4.739.00 54 CY 560.00 UNCLASS CHANNEL EXCAVA 6.001 3,360.00 0.00 0.00 560.00 3,360.00 55 SY* 1,176.00 12' GROUTED ROCK RIP RAP 38.001 44,688,00 0.00 0.00 1,176.64 44,712.32 56 SY° 376.00 6' REIN CONC RIP RAP 44.00 i 16,544.00 0,00 0.00 371.35 16,339.40 57 EA 14Z00 TREE REMOVAL & DISPOSAL 160.001 22,720.00 0.00 0.00 201.00 32,160.00 58: EA 25.00 TREE REMOVAL & REPL 200.00 i 5,000.00 0.001 0~00 7.00 1,400.00 59 EA 15.00 5 GAL RED TIP PHOTINIA S 50.001 750.00 15.00 i 750.00 _ ~ 15.00 750,00 60: SY 10,288.00, HYDROMULCH SEEDING 0.75 7,716.00 13,333.33: 10,000~00 IO4,~3~ 1;,$$0,.C;~ '-'r'~l ~,~ 61 ! sY 8,620.00 BERMUDA BLOCK SOD 2.75 23,705.00 8,040.00; 22,110.00 8,040.00; 22,110.00 62 [ LF' 2,076.00 ~ REM/REP EX BARB WIRE FENCE 4.00 i 8,304.00 290,00 ~ 1,160.00 2,366.00= 9,464.00 63: LF 190,00 REM/REP EX WOOD SPLIT RAIL FEN 14.00 1 2,660,00 0.00, 0.00 170.00 2.380.00 64 EA 20.00 ADJ EXISTIRRIGASPRINKL 250.00 5,000.00 0.00~ 0.00 22.00 ~ 5,500.0~ 65, EA 1.00 SLOPED END TREATMENT FOR 5,000.00 5,000.00 0.00 0.00 1.00 5,000.00 Order #1 SY 13,436.00 CEMENT STABILIZATION 3~91 52,534.76 0.00 0.00 14,654.00 57,297.14 TN 282.00 CEMENT (SLURRY) 144,00 40,608.00 0.00 0.00 307.75 44.316.00 Order ft2 ILS 1.00 RECONSTRUCT CHANNEL 7,900.00 7,900.00 0.00 0.00 1.00, 7,900.00 SY 395.00 12" GROUTED ROCK RIPRAP 38~00 15,010~00 0.00 0.00 395.001 15,010.00 EA 1.00 REM 26' PECAN TREE 160.00; 160.00 0.00 0.00 1.00 160,00 Order #3 SY 440.00 12" GROUTED ROCK RIP RAP 56,55' 24,882.00 0.00 0.00 440.00 24,882.00 Order ~4 38 LF 141.00 21' CL III RCP 43.62 6150.42 0.00 0.00 141.00 6150.42 55 SY 7 00 12' GROUTED ROCK RIPRAP 38.00 266.00 0.00 0.00 7.00 266.00 EA 1.00 OPEN BACK INLET 3000.00 3000.00 0.00 Q00 1,00 3000.00 2,060,95&.73 MONTH 103,093.80 TO DATE DEDUCTIONS 0.00 DEDUCTIONS SUB TOTAL 103,093.80 SUB TOTAL RETAINAGE RETAINAGE 5% 5,154.69 5% PREV PAY SUB TOTAL 97.939.11 AMT DUE Days for Substantial Completion: 292 Calendar Days Used to Date: 420 Days for Final Completion: 292 Recommended for Payment: REMARKS: Dale: Construction Inspector November 12, 2001 Doug Teter, Vice President Ed Bell Construction 10605 Harry Hines Blvd. P.O. Box 540787 Dallas, TX 75354-0787 Re: Coppell Road Project # ST 98-01 Dear Mr. Teter: A final walk through has been conducted and it appears that all work is complete in accordance with the requirements of the project specifications. Prior to closing this contract the following items need to be provided and/or resolved: I) Two originals of the executed Change Order #5, 2) Contractor's Affidavit of Final Payment; 3) Pay Request Number 15 and Final; and 4) Liquidated damages. If you have any questions conceming the closing out of this project please feel flee to contact me. Sincerely, Kenneth M. Griffin, P.E. Director of Engineering/Public Works cc: Larry Davis, Construction Inspector Freese - Nichols Engineering Inc. 255 PARKWAY 1IrP.O.BOX 478 ~ COPPELL TX 75019 it TEL 972/4.62 0022 * FAX 972/304. :3673