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ST9801-CS000104 (2)
FAX (2 14) 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 have any questions regarding this billing, please contact our office Sincerely, B ell Tns ction Company Robert D. Weber Project Engineer xc: Mr. Kent Collins, P.E., Engineering and Public Works, City of Coppell 255 Parkway Blvd., Coppell, Texas 75019 -4409 AN EQUAL OPPORTUNITY EMPLOYER ED BELL CONSTRUCTION COMPANY '• " "' MONTHLY ESTIMATE JOB NO. 946 ESTIMATE N 3 PROJECT_ COPPELL ROAD LOCATION SANDY LAKE ROAD TO SH 121 FROM DECEMBER 1, 1999 BID DATE_ FEBRUARY 25, 1999 TO DECEMBER 31, 1999 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 151 EA - - l 2.00 1 RECONNECT EXIST WTR SERV i 550.00 ! 1 100 00' 0.001 0.00 I _ 0.00 0.00 - -- _ 16 EA 14.0 CONNECT TO EXIST 8 WTR 1,000.00 14,000.00'. 0.00 i O.00: _ 0.00 _0.00 -- 17 E A - 2.00 CONNEC TO EXIST 10 WTR ' 1,10 2,200.00 0.00! 0.00 0.00 0.00 - i 18 EA 2.00 CONNECT TO EXIST 12 WTR 1,200.00! 2,400.00'. 0.00' 0.00 _ _ 0.001 0.00 19 EA _ - L 00 CONNEC TO EXIST 16 WTR -' - 1,800.00 1,800.00 0.00 0 _ 00 0 _ 0.00 ' ." HMAC RDWAY ATL M 1 6.00 1,500.00` 5, 304.00 21 SY 10000 TEMP 6 6,630.00 21 SY' 5 , 977 . 00 650.00 TEMP TRENCH nnnT, I - 1.25 7,471.25 1 030 OO - 1 5,450 00' ___ -- -- 2 5 - - 1,030.00'' 15,450.0 PART B - PAVING AND DRAINAGE IMPROVEMENTS - -- _- v.vu u.uu 0.00. 1 l LS 1.00 PREP ROW 50,000.00 50,000.00 0.00 i 0.007 0.00', 0.00 j 2 I LS 1.00' EROS & SEDIMENT CTRL 20,000.00 20,000.001 0.001 0.001 0 00 0.00 3j EA 28.00 ADJ EXIST WTR VALVE BOX 150.001 4,200.00 0.001 0.00' 0.001 0.001 1 4 EA _ 5.00 ADJ EXIST MH RIMS TO GRA 500.00 2,500.00 0.00 0.001. 0.00 0.00 5I EA 2.00 ADJ EXIST WTR METER BOX 150.00 300 00 _0.00 0.00 0.00 1 0.00 6 CY 12,400.00 UNCLASS ST EXCAVA 5.00 1 62,000.00 0.00 0.001 0.00 0.001 7 CY 5,060.00' COMPACT FILL 2.501 12,650.00 0.00' 0.00 0.001 600 - 8, SY 23, 8 LIME STAB 1.50'' 35,596.501 0.00 0.001 0.00' 0.00'1 9 SY 3,042.00 6 LIME STAB 2.00 6,084.00 0 00 0-00 0 00' 0.00, r 10'' TN 498.00 LIME FOR RDWAY SUBGRADE 100.00 1 49,800.00 1 0.001 0.00 1 0.00 1 0 00 - 11 TN 64.00 LIME FOR TRAIL SUBGRADE 100.00 6,400.00 0.00 1 0.00 0.00 _ 12 SY 22,620.0 8" REIN C ONC PAVEMENT 24.55 555,321.00 0.00 0.00' 0.00 0.00 13 SY _2,520.00 6" REINF CONC HIKE & BIKE 24.00 60,480.00', 0.00 0.00, 0.00 0.00 4 SY j 1 911.00 4" REINF CONC SIDEWALK 22.00 1 20,042.00' 0.00 0.00 0.00' 0.00'. 15, SY _ _ 157 .00 6 GRAVEL DRWAYTRANSITI 15.00' 2,355.001 0.00 0.00' 0.001 161 SY 362.00 6REINF CONC DRWAY 32.00 11,584.00' 0.00' 0.00' 0.00 0.001 171 LS 1.00 6 REINF DBL CONC DR W/S 7,500.00 7,500.00 1 0.00 0.001 0.00. 0 00 18 i SY 4.00 6 REINF CONC ALLEY PAVE 100.00 400.00 0.00 0.00 0_00; 0.00 19, LF 10,000.00 MONO CURB ! 1.20' 12,000.00; 0.00 0.001 0.00' 0.001 20', SY 817.00 2 HMAC TY D SURF COURSE 1 5.00: 4,085.00 0.00 0.00' 0.00 0.00 21 SY 817.00 6 HMAC TY B BASE COURSE 15.00 1 12,255.00 0.00 0.00 1 0.00 1 0.00 1 221 LF 332.00 3" SCH 40 PVC CONDUIT 10.00 3,320.00 0.00 0.00 0.00'1 0.00 231 SY 242.00 BRICK PAVERS FOR BIKE TR 35.00 ! 8,410.001 0.001 0.00' 0.00! 0.00 24' EA _ _ 2.00 TY I BARRIER FREE RAMP 600.00! 1,200.00'' 0.00 0.00! 0.001 0.00, 25 EA 6.00 TY I MODIF BARRIER FREE 650.00'' 3,900.00' 0 00 _ 0.00' 0.00' 0.00'. 26 E TY II BARRIER FREE RAMP 650.00 3,900.00! 0.00' ___ 0.00' 0.00 0.00', 27 LS 1.00 TRAFF C TRL &BARRICADES 25,000.00 25,000.00 0.00 0.00 0.20 5,000.00 28 250.00 4,000.00 ; 0 EA 16.00 TRAFF SIGN ASSY -- - -- . 00 i 0.00 ! 0.00 I 0.00 I 29 EA 4.00 6 PAINTED PIPE BOLLARDS 200.00 800.00! 0.00' 0.00', 0.00' 0.001 36 160.00 18" THE STOP BARS TY 1 6 .30 1,008.00• 0.00 . 0.00'' 0.00: 0.00 31 EA 2,854.0 4" Y EL NO REF BUTTON � 3.15' 8,990.10 0.00 - 0.00 32 I EA 456.00 4" YEL REF BUTTON 7.35 3,351.60 i 0.00 0.00 _ 0.00 - -- ~- 33 EA 25.00 4" WHITE NON REF BUTTON 0.00 0.00 - 3.1 78.75 0.00 j _ 0.00 1 0.00 I 17 4" B LUE REF BUTTON 8.00' 136.00' 0.00 0.00 0.00'. _- 35' LF 1 REM & D ISP OF EXIST MTL 5.00 ! 650.001 0.00: 0.00: 0.00 0.00' 36 LF 613.00 TXDOT PR -1 RA U w r. _ __ __ 50.00 37 LF 10.00 CL III RCP 18" 38 LF 1 403.00 CL III RCP 21 "- 33.00 - - - - - -` -- 39 LF 89.0 CL III R_CP - 40 LF 19:00 CL III RCP 27" - -- 41 LF _ 853.00 CL I II RC 30" 42 L F 35. CL III RCP_96" 400.00 43' LF 299.00 3- 10'X6' MULTI C -I -P CON 800.00 14,000.00 39,200.00 v.vv u .uu 0.00 0.00' - - 0. - _ 0.00 0.00 330.00 1 0,890.00 0.00 ' 0.00 0.00 0.00 0.00 0. 00. 0.00 '- 0. 00 0.00 obo 35.00 14,000.00 0.00 0.00 - - -- 47.00 893.00 0.00 - _ 49.00 41,797.00 0.00 LT 1 1.00 I MOBILIZATION & DEMOB 1 140,000.00 i 1 140,000.00 0 0.25 3 35,000.00', 0 0.75' 1 105,000.00 2 L LF 1 1 13.0016" C900 CL 200 DR14 PVC 2 26.25 3 341.25 0 0.00 0 0.00 0 0.00 0 3; L LF 1 196.00. C900 CL 200 DR14 PVC 2 28.70 5 5,625.20 0 0.00 0 0.00 ! 1 120.00. 3 0.00 - 88 30 3 353.20 0 0.00 8 - 000 0 0.00 ; L LF 5 5,5 8 - 2295 ' - 2,050.0 -- 0 � 4 _- - - - 0 12 1,726.80 � 6 L LF 2 20.0 16" C900 CL 150 DR18 PVC 4 42 75'', 8 855 _ 0.00 1 0 _ _ -- - - 7 T TN ' 3. 20 DI FITTINGS 3 3,600.00 1 11,520.00 0 0.00 0 0.00 3 3.20: 1 0.00 8 E EA 1 1.00'6" GA V ALVE &BOX 1 1,100.00 1 1,100.00 0 0.00 0.00' _ 1.00, 1 1,100.00 9 E EA 1 11.00 8" GATE VALVE & BOX 1 7 700.001 7 7 5 __ 0 _ 0 _ T __ _ 3 _ 1 11 00 1 7,700.00 1 101 E EA 1 15 .00 12 GATE VALVE & BOX 1 1,400.00 2 21,000.00 3 3.00 , 4 4,200.0 _ 1 7 19,600.00' 12'_ 2 EA , 1 .00'. 16" GATE VALVE & BOX i 5 5,000.00''. 5 5,000 001 0 0.00 ! _ 0.00 1 _ 1 , 2.00IAIR REL VALVE 2 1 1,800.00', 3 3,600.00! 0 0.00 0 _ 0 2.001 3 3,600.001 13, E EA 1 16.00 ' 1,900.001 3 30,400.001 6 6.00 1 _ 2 18. 001 3 34,200.92, 14 � E EA 1 1.00 RELOC EXIST FIRE HYDRANT 7 750.00 7 750.00 0 0.00: 0 0.00 O Op PART B - PAVING AND DRAINAGE IMPROVEMENTS - -- _- v.vu u.uu 0.00. 1 l LS 1.00 PREP ROW 50,000.00 50,000.00 0.00 i 0.007 0.00', 0.00 j 2 I LS 1.00' EROS & SEDIMENT CTRL 20,000.00 20,000.001 0.001 0.001 0 00 0.00 3j EA 28.00 ADJ EXIST WTR VALVE BOX 150.001 4,200.00 0.001 0.00' 0.001 0.001 1 4 EA _ 5.00 ADJ EXIST MH RIMS TO GRA 500.00 2,500.00 0.00 0.001. 0.00 0.00 5I EA 2.00 ADJ EXIST WTR METER BOX 150.00 300 00 _0.00 0.00 0.00 1 0.00 6 CY 12,400.00 UNCLASS ST EXCAVA 5.00 1 62,000.00 0.00 0.001 0.00 0.001 7 CY 5,060.00' COMPACT FILL 2.501 12,650.00 0.00' 0.00 0.001 600 - 8, SY 23, 8 LIME STAB 1.50'' 35,596.501 0.00 0.001 0.00' 0.00'1 9 SY 3,042.00 6 LIME STAB 2.00 6,084.00 0 00 0-00 0 00' 0.00, r 10'' TN 498.00 LIME FOR RDWAY SUBGRADE 100.00 1 49,800.00 1 0.001 0.00 1 0.00 1 0 00 - 11 TN 64.00 LIME FOR TRAIL SUBGRADE 100.00 6,400.00 0.00 1 0.00 0.00 _ 12 SY 22,620.0 8" REIN C ONC PAVEMENT 24.55 555,321.00 0.00 0.00' 0.00 0.00 13 SY _2,520.00 6" REINF CONC HIKE & BIKE 24.00 60,480.00', 0.00 0.00, 0.00 0.00 4 SY j 1 911.00 4" REINF CONC SIDEWALK 22.00 1 20,042.00' 0.00 0.00 0.00' 0.00'. 15, SY _ _ 157 .00 6 GRAVEL DRWAYTRANSITI 15.00' 2,355.001 0.00 0.00' 0.001 161 SY 362.00 6REINF CONC DRWAY 32.00 11,584.00' 0.00' 0.00' 0.00 0.001 171 LS 1.00 6 REINF DBL CONC DR W/S 7,500.00 7,500.00 1 0.00 0.001 0.00. 0 00 18 i SY 4.00 6 REINF CONC ALLEY PAVE 100.00 400.00 0.00 0.00 0_00; 0.00 19, LF 10,000.00 MONO CURB ! 1.20' 12,000.00; 0.00 0.001 0.00' 0.001 20', SY 817.00 2 HMAC TY D SURF COURSE 1 5.00: 4,085.00 0.00 0.00' 0.00 0.00 21 SY 817.00 6 HMAC TY B BASE COURSE 15.00 1 12,255.00 0.00 0.00 1 0.00 1 0.00 1 221 LF 332.00 3" SCH 40 PVC CONDUIT 10.00 3,320.00 0.00 0.00 0.00'1 0.00 231 SY 242.00 BRICK PAVERS FOR BIKE TR 35.00 ! 8,410.001 0.001 0.00' 0.00! 0.00 24' EA _ _ 2.00 TY I BARRIER FREE RAMP 600.00! 1,200.00'' 0.00 0.00! 0.001 0.00, 25 EA 6.00 TY I MODIF BARRIER FREE 650.00'' 3,900.00' 0 00 _ 0.00' 0.00' 0.00'. 26 E TY II BARRIER FREE RAMP 650.00 3,900.00! 0.00' ___ 0.00' 0.00 0.00', 27 LS 1.00 TRAFF C TRL &BARRICADES 25,000.00 25,000.00 0.00 0.00 0.20 5,000.00 28 250.00 4,000.00 ; 0 EA 16.00 TRAFF SIGN ASSY -- - -- . 00 i 0.00 ! 0.00 I 0.00 I 29 EA 4.00 6 PAINTED PIPE BOLLARDS 200.00 800.00! 0.00' 0.00', 0.00' 0.001 36 160.00 18" THE STOP BARS TY 1 6 .30 1,008.00• 0.00 . 0.00'' 0.00: 0.00 31 EA 2,854.0 4" Y EL NO REF BUTTON � 3.15' 8,990.10 0.00 - 0.00 32 I EA 456.00 4" YEL REF BUTTON 7.35 3,351.60 i 0.00 0.00 _ 0.00 - -- ~- 33 EA 25.00 4" WHITE NON REF BUTTON 0.00 0.00 - 3.1 78.75 0.00 j _ 0.00 1 0.00 I 17 4" B LUE REF BUTTON 8.00' 136.00' 0.00 0.00 0.00'. _- 35' LF 1 REM & D ISP OF EXIST MTL 5.00 ! 650.001 0.00: 0.00: 0.00 0.00' 36 LF 613.00 TXDOT PR -1 RA U w r. _ __ __ 50.00 37 LF 10.00 CL III RCP 18" 38 LF 1 403.00 CL III RCP 21 "- 33.00 - - - - - -` -- 39 LF 89.0 CL III R_CP - 40 LF 19:00 CL III RCP 27" - -- 41 LF _ 853.00 CL I II RC 30" 42 L F 35. CL III RCP_96" 400.00 43' LF 299.00 3- 10'X6' MULTI C -I -P CON 800.00 14,000.00 39,200.00 v.vv u .uu 0.00 0.00' - - 0. - _ 0.00 0.00 330.00 1 0,890.00 0.00 ' 0.00 0.00 0.00 0.00 0. 00. 0.00 '- 0. 00 0.00 obo 35.00 14,000.00 0.00 0.00 - - -- 47.00 893.00 0.00 - _ 49.00 41,797.00 0.00 __ 50.00 37 LF 10.00 CL III RCP 18" 38 LF 1 403.00 CL III RCP 21 "- 33.00 - - - - - -` -- 39 LF 89.0 CL III R_CP - 40 LF 19:00 CL III RCP 27" - -- 41 LF _ 853.00 CL I II RC 30" 42 L F 35. CL III RCP_96" 400.00 43' LF 299.00 3- 10'X6' MULTI C -I -P CON 800.00 14,000.00 39,200.00 v.vv u .uu 0.00 0.00' - - 0. - _ 0.00 0.00 330.00 1 0,890.00 0.00 ' 0.00 0.00 0.00 0.00 0. 00. 0.00 '- 0. 00 0.00 obo 35.00 14,000.00 0.00 0.00 - - -- 47.00 893.00 0.00 - _ 49.00 41,797.00 0.00 0.00 0.00 - - -- 47.00 893.00 0.00 - _ 49.00 41,797.00 0.00 vD ar 00.00.6" REIN CONC API. . i 42.00 2,100.00 0. 0.00 46 EA 6.00 REINF CONC ENERGY DISSIP 600.00 3,600 0.00 0.00 0.00 0.00 - 471 EA 5.0014' SQ STD STRM DRAIN M 1 2,200.00 11,000.00 0.00 0.00, 0 48; EA 15.00' RECESS CURB INLET 2,000.00, 3Q000.00 0.501 0.00 0.00 ' __ 000 49 EA 1 1.00 10' STD CURB INLET 2,000.00' 2,000.00 0.00 1,000 .00 0.50= 1,000.00 j 50 EA 1.0014' SQ DROP INLET W /CONC 2,500.00 2,500.00 0.00 0.00' 0.00 p pp 51 U- 430.00; '', EARTHEN DRAIN SWALE 7.00 3,010.001 0.00 0.00: 0.00 I 0.00 52 LF 6.00 JACK &BORE 24 RCP UNDE 300.00 1,800 0.00 _ 0.00 _ 0.00' _ 0.00' I 53 LF 2,708.00 -- I TRENCH SAFETY FOR STRM D 1.75 .00 4,739.00 265.00! 000 0.00 p pp 5 4 CY 560.00' UNCLASS CHANNEL EXCAVA 6.00 3,360.00 0.00 463.75 _ 265.00 463.75 _ 55 SY ! 1,176.00'.12" GROUTED ROCK RIP RAP 38.00 44,688.00 470.00 0.00 0.00 __ 0.00 -- 56', SY` 376.00 I6" REIN CONC RIP RAP 44.001 16,544.00 67.00 _17,86 470.00 17,860.00 1 57', EA 1 142.00 I TREE REMOVAL & DISPOSAL 1 160.001 22,720.00 1 0.00 _ 2,9 48.00' 67.00' 2,948.001 --- EA 25.00! - REEREMOVAL &REPL ' 200.00 � .5,000.00 _ 1 0.00 00 0. 160 .00' 25,600.001, - - 15.0015 GAL RED TIP P OTINIA S 5 0.75 __ 0 00 0.00 0.00 - 1. 1 0,288.00 DIN 7,716.00 0.00 0.00 0.00!1 6 SY 8,620.00 BERMUDA BLOCK 2.75 23,705.00 0.00 0.00 0.00 0.00 0.00 62 LF 2,076.00 REM /REP EP EX BARB WIRE FENCE 4.00 8,304.00 0.00 . 0.00 0.00 63 LF 190.00 • REM /REP EX WOOD SPLIT RAIL FEN 14.00 2,660.00 0.00 0.00.. 0.00 0.00 64 EA 20.001 65 EA 1.00 ADJ EXIST IRRIGA SPRINKL SLOPED END TREATMENT 250.001 5,000.00 _ 0_00 _ 0.00 0.00 1. 0.00 0.00' 0.00 FOR 51000.00 5,000.00 1.00 5,00 - 1.00 _ - 5,000.00' Calendar Days for Substantial Completion: 24( 1 Calendar Days for Final Com pletion: 240 Recommended for Payment: City of Coppell i I Date: [ Larry Davis, Construction Inspector ( Approved: Date: Kenneth M. Griffin. P.E., Director of Engineering & Public Works jRobertD. uction Com ny --T Date: .qk% �1 ber, Project En ineer REMARKS: 2,000,949.75 MONTH 171,321.75 TO DATE 417,732.55 DEDUCTIONS 0.00 DEDUCTIONS 0.00 SUB TOTAL 171,321.75 SUB TOTAL 417,732.55 RETAINAGE RETAINAGE 5% 8,566.09 5% 20,886.63 PREV PAY 234,090.26 SUB TOTAL 162,755.66 AMT DUE 162,755.66 Used to Date: 89 - -_ - - - -