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ST9801-CS000104* FAX (2~4) 352-3201 TELEPHONE (214) 358-6581 ED BELL CONSTRUCTION COMPANY POST OFFICE BOX 540787 10605 HARRY HINES · DALLAS. TEXAS 75354-0787 DALLAS. TEXAS 75220 January 4, 2000 Mr. Kevin C. ~Young, E.I.T. Freese and Nichols, Inc. 1341 W. Mockingbird Lane, Suite 230E Dallas, Texas 75247 Re: Coppell Road Reconstruction SH 121 to Sandy Lake Road Coppell Project #: ST 98-01 Dear Mr. Young: Enclosed for you review is our billing on the referenced project for work completed through December 31, 1999. If you ha,;e any questions regarding this billing, please contact our office. Sincerely, Project Engineer XC: Mr. Kent Collins, P.E., Engineering and Public Works, City of Coppell 255 Parkway Blvd., Coppell, Texas 750194409 AN EQUAL OPPORTUNITY EMPLOYER ED BELL CONSTRUCTION COMPANY ...... MONTHLY ESTIMATE JOB NO. 946 ESTIMATE N 3 PROJECT_ COPPELL ROAD ' - : LOCATION SANDY LAKE ROAD TO ~H 121 FROM DECEMBER 1, 1999 BID DATE FEBRUARY 25, 1999 TO DECEMBER 31, 1999 ENGINEE~ 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* 2 LF 3 LF 4 LF 5 LF 6 LF 7 TN 8 EA 9 EA 10 EA 11 EA 12 EA 13 EA 14 EA 15 EA 16 EA 17 EA 18 EA 19i EA 20! LF 21 ~ SY* 21 ~ SY* 4.00! 10" C900 CL 200 DR14 PVC 5,582,00 ! 12" C900 CL 150 DR18 PVC 20.00i 16" C900 CL 150 DR18 PVC 3.20 ~ DI FITTINGS 1.00 ~ 6" GATE VALVE & BOX 11.00 i 8" GATE VALVE & BOX 15.00,12' GATE VALVE & BOX 1.00 ~ 16" GATE VALVE & BOX 2.00 iAIR REL VALVE 2 16.00 i FIRE HYDRANT ASSY & 6 G 1.50. RELOC EXIST FIRE HYDRANT 2.00 ~ RECONNECT EXIST WTR SERV 14.00 ;CONNECT TO EXIST 8 WTR 2.00 CONNECT TO EXIST 10 WTR 2.00 CONNECT TO EXIST 12 WTR 1.00, CONNECT TO EXIST 16 WTR 5,977.00; TRENCH SAFETY FOR WTR LI 100.00 TEMP 6" HMAC RDWAY MATL 650.00: TEMP 6" HMAC RDWAY MATL PART B - PAVING AND DRAINAGE IMPROVEMENTS 1 LS 2 LS 3 EA 4 EA 5 EA 6 CY 7 CY 8 SY 9~ SY 10~ TN 11! TN 12: SY* 13~ SY 14; SY 15' SY 16 SY 17 LS 18 SY 19 LF 20 SY 21 SY 22 LF 23 SY 24 EA 25 EA 26 EA 27 LS 28{ EA 29 ! EA 30 ! LF 31! EA 32] EA 33: EA 34 EA 35 LF 36~ LF 37 LF 38 LF 39 LF 40 LF 41 LF 42 i LF 43~ 44j 1.00 i PREP ROW 1.00 ;EROS & SEDIMENT CTRL 28.00 ~ADJ EXIST WTR VALVE BOX 5.00 jADJ EXIST MH RIMS TO GRA 2.00 !ADJ EXIST WTR METER BOXE 12,400.00 iUNCLASS ST EXCAVA 5,060.00 !COMPACT FILL 23,731.00,8 LIME STAB 3,042.00; 6 LIME STAB 498.00 ~LIME FOR RDWAY SUBGRADE 64.00: LIME FOR TRAIL SUBGRADE 22,620,00 8" REINF CONC PAVEMENT 2,520.00 6' REINF CONC HIKE & BIKE 911,00 4" REINF CONC SIDEWALK 157.00:6 GRAVEL DRWAY TRANSITI 362.00 8 REINF CONC DRWAY 1.00 !6 REINF DBL CONC DR W/S 4.00:6 REINF CONC ALLEY PAVE 10,000.50 1 6 MONO CURB 817.50 ;2 HMAC TY D SURF COURSE 817.50 !6 HMAC TY B BASE COURSE 332.00 3" SCH 40 PVC CONDUIT 242.00. BRICK PAVERS FOR BIKE TR 2.00 TY I BARRIER FREE RAMP 6.00 TY I MODIF BARRIER FREE 6.00 TY II BARRIER FREE RAMP 1.00 TRAFF CTRL & BARRICADES _ 16.00 !TRAFF SIGN ASSY 4;00 6 PAINTED PIPE BOLLARDS ' 160.00 ! 18' THERMO STOP BARS TY 1 2,854.00'4" YEL NON REF BUTTON 456.00:4" YEL REF BUTTON 25.00 4" WHITE NON REF BUTTON 17.00 4' BLUE REF BUTTON 130.00 REM & DISP OF EXIST MTL 613.00 TXDOT PR-1 RAILING 10.00 CL III RCP 18' 1,403.00 CL III RCP 21" .... ~9.00 CL III RCP 24" _ 19.60 CL III RCP 27" ' -- ...... 8~.~ CL Ui'i~CP 30' 35.00 CL 111RCP 96' LF 299.00 3-10'X6' MULTI C-I-P CON CY; 14.00i3-10'X6' MULTI BOX CULVE 140,000.00 26.25 28.70 88.30 22,95 42.751 700,00 1,400.00 5,000,50 1,800.00 1,900,00 750.50 550,00 1,000.00 1,100.00 1,200.00 1,800.00 1.25 15.00 15.00 50,000.50 20,000.00 150.50 500.00 150.50 5.00 2.50 1.50 2.00 100.00 150.00 24.55 i 24.00 ~ 22.00 i 15.00 32.50 7,500.00 150.00 1.20 5.00 15.00 10.00 35.00 - 600.00 650.00 ! 650.00! 25,000.00 ! 250,00 ~ - -200.00: 6.30; 3.15 7.35 3.15 8.00 5.00 75.00 40.Oq '- 47.00 49.00 800.00 140,000.50 0.25 35,000.50 0.75 105,000.00 341.25 0.00 0.00 0.00 0.00 5,625.20 0.00 0.00 120.00 3,444.00 353.20 0.00 0.00 0.50 0.00 128,106.90 2,050.00 47,047.50 5,304.00 121,726.80 855,50 0.00 0.00 0.50 0,00 11,520.00 0.00 0.00 3.20 11,520.50 1,100.50 0.00 0.00 1.50 1,100.50 7,700.50 5.00 3,500.00 11.50 7,700,50 21,000.00 3,00 4,200.00 14.50 19,600.00 5,500.50 0.00 0.00 1.50 5,000,00 3,600.00 0.00 0.00 2.00 3,600.00 30,450.00 6.00 11,400.00 18.00 34,200.00 0.50 0.00 0.50 0.60 1, , 0.00 0.00 0.00 0.00 14,000.50 ! 0.00 0.00 0.50 0.00 2 200.00 ~ 0.00 0.00 0.50 0.00 2,400.00 ~ 0.00 0.00 0,00 0,00 1,800.00 ,, 0.00 0.00 0.00 0.00 7,471.25 j2,050.002,502.50,5,304.00 '6,630.00 0000! 1,050.0015,450.00 1,03 15,450.00 0.00 0.00i ° 0.00 50,000.00 20,000.50 4,250.00 2,500.00 300.00 62,500.00 12,650.00 35,596.50 6,084.00 49,800.00 6,400.00 555,321,00 60,480.00 20,042.00 2,355,00 11,584.00 7,500.00 400.00 12,000.50 4,085.00 12,255.00 3,320.00 8,470.00 1,200.00 3,900.00 3,900.00 25,000.00 4,000.00 800.00 1,008.00 8,990.10 3,351.60 78.75 136.00 650.00 45,975.00 500.00 46,299.00 3,500.00 ' - 893.00 41,797.00 0.00 0.50 0.00 0.50 0,00 0.50 0.50 0,00 0.00 0.00 0,50 0.50 0,50 0,50 0,00 0.00 0.50 0,50 0.00 0.50 0.00 0,00 0.50 0.00 o.oo 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 - 0:00 _ 0.00[ 35.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0,00 ' 0.00- 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 10,890.00 0.00 ' 0.00: 0.00 _ 14,000.00 ! 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0o 0.00! 0.20~ 0.00 0.00 0.50 __ 0.00, 0.00 0.00 0.00 0.50 0.00 0.00 0.50 0.00 0.00 0.00 0.50 0.50 0.50 0.50 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00- o.oo 0.00 5,000.00 0.00 : 0.00-' 0,00 0,00 0,00 0.00 0.00 0.00 0.00 0.00 330.00! 10,890.00 .. 0.00:, 0.00 - 0'.00 ~ ' ' 0.0O- o.0o ~ 0.o0 35.00 i '14,000.00 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 SY 50.00 EA 6.00 EA 5.00 EA 15.00 EA 1.00 EA 1.00 LF 430.00 LF 6.00 LF 2,708.00 CY 560.00 SY 1,176.00 SY* 376.00 EA 142.00 EA 25.00 EA 15.00 SY 10,288.00 SY 8,620.00 LF 2,076.00 LF 190.00 EA 20.00 EA 1.00 6' REIN CONC API-,. 42.00 2,100.00 0.,.,~ 0.00 0.00 i 0.00 REINF CONC ENERGY DISSIP 600.00 3,600.00 0.00 0.00i 0.00i 00:0~00 14' SQ STD STRM DRAIN MH 2,200.00 11,000.00 0.00 0.00'. 0 00r o:50~ "10' RECESS CURB INLET 2,000.00 30,000.00 0.50 1,000.00] 1,000.00 10' .TD CURB ,N'ET 2,000.00 2.000.O0 0.0O 0.00 ', 00:~ 0.00 4' SQ DROP INLET WICONC 2,500.00 2,500.00 0.00 0.00 ~ i ' 0.00 ~T.EN DRA,. SWALE ,.00 3,010.00' 0.0O 0.0O, 00:00O0! 0.0O JACK &BORE 24 RCP UNDE 300.00 1,800.00 0.00 0.00: 0.00 TRENCH SAFETY FOR STRM D 1.75 4,739.00 265.00 463.75 i 265.00 ~ 463.75 UNCLASS CHANNEL EXCAVA 6.00 3,360.00 0.00 0.00 a 0 00; 0.00 12" GROUTED ROCK RIP RAP 38.00 44,688.00 470.00 17,860.00; 470.00: 17,860.00 6' REIN CONC RIP RAP 44.00 16,544.00 67.00 2,948.00! 67.00 i 2,948.00 TREE REMOVAL &DISPOSAL 160.00 22,720.00 0.00 0.00: 160.00i 25,600.00 [.TREE REMOVAL & REPL 200.00 5,000.00. 0.00 0.00. _ 0.00 i 0.00 5 GAL RED TIP PHOT1NIA S 50.00 - 750.00 0.00 0.00: 0.00! 0.00 HYDROMULCH SEEDING 0.75 7,716.00 0.00 0.00 0.00 0.00 .ERMuDA SLGOK SOW 2.75 23,705.0O 0.0O REM/REP EX BARB WIRE FENCE 4.0O 8,304.0O 0.0O 0.0O 0.0O REM~EP ~, WOOD SPLIT RAIL FEN 14.00 2,660.0O 0.0O 0.0O ::O~l 0.00 !ADJ EXIST IRRIGA SPRINKL 250.00i 5,0O0.0O 0.0O 0.00j 0.00 ~SLOPED END TREATMENT FOR 5,000.00 5,000.0O 1.00 5.000.00! 1.00! 5,000.00 2,0O0,949.75 MONTH DEDUCTIONS SUB TOTAL RETAINAGE 5% SUB TOTAL Calendar Days for Substantial Completion: 240 Calendar Days Used to Date: Calendar Days for Final Completion: 240 Recommended for Payment: REMARKS: iCity of Coppell 89 171,321.75 TO DATE 417,732.55 0.00 DEDUCTIONS 0.00 171,321.75 SUB TOTAL 417,732.55 RETAINAGE 8,566.09 5% 20,886.63 PREV PAY 234,00O.26 162,755.66 AMT DUE 162,755.66 Larry Davis, Construction Inspector Approved: Date: Date: Kenneth M. Gdffin, P.E., Director of Engineering & Public Works Ed 3el nstnJction Co~ ~ ~ ny Robert D. Weber, Project E ineer