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ST9801-EM 991123
,,,...... ED BELL CONSTRUCTION COMPANY "" - MONTHLY ESTIMATE JOB NO. 946 ESTIMATE N 1 PROJECT_ COPPELLROAD LOCATION SANDY LAKE ROAD TO SH 121 FROM OCTOBER 1, 1999 BID DATE_ FEBRUARY 25, 1999 TO OCTOBER 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 -- -_ I' LS' 1.00' MOBIL �CL200 & DEMOB 140,000.00 - - -- 0.00 140,000.00 j 0.50 70,000.001 0.50 70,000.00 2 LF 13.0016" C90DR14 PVC 26.25 - 6,400.00 341.251 0.00 0.001 0.00' 0.00 12. 31 LF 196.001.8" C90UK14 PVC 28.70, 1 5,625.201 0.00 0 .00i 0.00' 0.00 0.00 41 LF 4.00 10" C9 DR14 PVC 88.30 20,000.00; 353.20' 0.00'' 0.001 0.00' 0.00 j T 5 LF - -- 5,582.00 .12" 0900 CL 150 DR18 PV 22.95', 0 00 128,106.90' 1,974.001 45,3 _ 1, 974.00 45,303.30 EA 5.00 AD J EXI MH RIMS TO GRA �_ F 20.00 16" C900 CL 150 DR18 PVC 42.75 j 0.00 0 .00 855.00 0.00 0.00 0 .00 0.00 16,560.00 300.00 ___ 7' TN 3.20'D - FITTINGS 3,600.0011 r 11,520.00 4.601 16,560.00' -- 4.60 7,500. - - 0.00' 0.00' 0.00 0 0 1 6" GATE VALVE & BOX 1,100.00'•, -- - CY 5,060.00 COMP FIL 1,100.00 0.00 j_ 0.00 1 0.00 - 0.00 _0.00 0.00 9 EA _ 1 1.00 8" GATE VALVE & BOX 700.00' 35,596.50 7,700.00 4.00' 2, 4.00 2,800.00 8' S Y 23,731.00 8 - - - - -- - -- - _ 15.00 12 GATE VALVE & BOX 1,400.001 000 21,000.00' 6.00 8.400.00 6.00 - 8,400.00 0.00 - 0.00 1.00 16" GATE VALVE & BOX 5,000.00 5,0 00.00 0.00 ! 0.0 0.00 0.00 0.00 E2E LF _ 2.00'AIRRELVALVE2 1,800.00' 3, 320.00 - - 3,600.00, 000 0 0.0 0 5.00 9,500.00 23 SY 242 00 BRICK PAVERS FOR BIKE TR 16.0 j FIRE HYDRANT ASSY & 6 G 1,900.00 0. 00 30,400.00 1 5.00 1 9,500.00 j 0.00 EA . - - -- - -- - -- 2.00 TY I BARRIER FREE RAMP 600 .00 1.00' RELOC EXIST FIRE HYDRANT 750.00 0.00' 750.00' 1,100.001 0.00 0.00 _ 0.00'1 0 .00', 0.00 _ 0.00' 0.00 0.00 151 EA 2.00 RECONNECT EXIST WTR SERV 550.00 3,900.00 16 1 EA 14.00 CONNECT TO EXIST 8 WTR 1,000.00 - - - - -- 14,000.00'' 0.00 i 0.00 0.00 0.00 0.0 0. _ 17' EA 2 00' CONNECT TO EXIST 10 WTR 1 100 00 27 - 2 2 00 00' 0.001 0.00' 0.00 0.00. O.GO 0.00 _ 18� EA 2 00 CONNECT TO EXIST 12 WTR 1 200.001 - EA 2,400.00'.. 0.00 , 0.00. 0 _ 000 � 19'. EA 1.00'. CONNECT TO EXIST 16 WTR 1 ,800.001 - -- - 4.00 6 PAINTED PIP BOLLARDS 1,800.00 7,471.25. 0.00 1,974.00 i, 0.001 i 2,467.50', 0.00 _ -_ 2, � - 20 LF 5,977.00 .TRENCH SA FETY FOR WTR LI - 1.25'. � nn - - �____ 6.30' _ � inn nn n n0 - 0.0 _1,97 0.00 0 .00 -- -_ 2 1 SY' 100.00 1 EMH b" K MAU KUVVHT [VIM r L SY' 650.00 TE 6" HMAC RDWAY MATL II.... 15.00' 9,750 00 - - -- 0.00 0.00 0.00 0. G _ 0.0 2 1 10 1 1 TN TN 64_00 LIME FO T RAIL SUBGR 100.00 - 6,400.00 - -� 0.00 PART B - PAVING AND DRAINAGE IMPROVEMENTS 0 12. SY 22,6 8" REINF CO NC PAVEMENT 24.5 555,321.00 1 LS_ 1.00 PREP ROW 50,000 00 50,000.00 0.00 0 00 0.00 0. _ 0.00 24.00 2' LS 1.00 E ROS & SE DIMENT CTRL 20,000.00; 20,000.00 _ 0 0 0.00' 0.00' SY j 3 E 2 8.00 ADJ EXIST WTR VALVE BOX 150.00' 4,20 0 00 000 . - 0 _ .0 0.00 _ 0.00 S-Y 4' EA 5.00 AD J EXI MH RIMS TO GRA 500.00 2,500.00 _ 0.00', -__ 0.00, 0. 0.00 0 .00 0.00 ------ - 5: - - - -- 2.00 ADJ EXI WTR METER BOXE 150.00 300.00 ___ 0.00__ 0.00 _0 _ 0. 00 r 6 _EA _ CY 1 2,400.0 0 UNCL ST EXCAVA 5.001 62 ,000.00 7,500. - - 0.00' 0.00' 0.00 0 0 7' -- - CY 5,060.00 COMP FIL 2 .50' 00 12,650..00 __0.00 0 0.00' - - - _0.00 0.00 0.00 0.0 -- _ LIME STAB 1 .50' 35,596.50 0.00 0.00 - 0.00 0 00'; 0.00! 8' S Y 23,731.00 8 - - - - -- - -- - 20 -_ 0 00 000 000 0.00 -- -_ 9 SY LIM ST 3 042 00 6 _ 498 00 LIME FOR RDWAY SU - -- 2. 00 10 49,800 00 0.00 - 0.00' -- _ 0.0 0.00 10 1 1 TN TN 64_00 LIME FO T RAIL SUBGR 100.00 - 6,400.00 - -� 0.00 0.00 - 0.00 0 12. SY 22,6 8" REINF CO NC PAVEMENT 24.5 555,321.00 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 14 SY 911.00 4" REINF CONC SIDEWALK 22.00' 20,042.00 - - - -- 0.00 0 .00 0.00 _ 15 S-Y 15 7.00 6 GRAVEL DR TRANSITI - - -- - -- 1 5.00. - 2,355.00 0.00 _ _ _ 0.00 - 0.00 - 0.00 - - -- 16', SY -- 362 00 6 REINF CONC DRWAY _ 32.00 -- - - 11,584.0 _ - _0.0 0.00 _0 _ 0.00 17 LS - -- - 1,00 6 REINF DBL CONC DR W 7,500.00 7,500. - - 0.00 -- - -- 0 0 - SY Y - - -- 4 00 6 REINF CON ALLEY PA VE - 100.00 - - 0 00 0.00 0.0 19' LF - -- - 0.0 6 M ONO CURB 10,00 1.20 12,000.00 0 00'; 0.00! 0.00 00 -_ 20 SY _ _ _ 817.00 2 H_MAC T D SU RF CO URSE 5.00 4,085.00 0.00 0.00 - -0.00 0.00 - 0.00 - 21 ~SY _ 8_17.00 6 HMAC TY BASE C OURSE 15.00 12,255.00 0.00' _ __ 0.00' - _ 0.00 22', LF _B 332.00 3" SCH 40 PVC COND UIT 1 0.00 3, 320.00 - - 0.00 - -- 0.00 0.00 _0.00 -- 0.00 23 SY 242 00 BRICK PAVERS FOR BIKE TR - 35.00 8,470.00 0. 00 0.00 - 0.00 - - -- 24' EA . - - -- - -- - -- 2.00 TY I BARRIER FREE RAMP 600 .00 1,200.00 0. 00, 0.00' 0.00 0 ~ _ 251 EA 6.00 TY I MODIF BA RRIER FREE 65 0.00 3,900.00 0.00' 0.00' 0.00 - - - - -- -- 26 I EA -- 6.00 TY 11 BARRIER FREE RAMP 650 3 ,900.00 - 0.0 0. _ 0.00' 0. -- -_ 0. - - -- 27 - LS - - - _- 1.00 TRAFF CTR &BARRICADES _ 25 ,000.00'. 25,000.00 0.00 - -_ 0.00 _ _ 0_00 - -- - � - 28 - EA - - -- - --- 16.00 TRAFF SI GN A SSY 250.00 4,0 0.00 _- 0.00 0.00' _ 0.00 0.00 _ 29 - A - -- - 4.00 6 PAINTED PIP BOLLARDS 200.00 - 800.00 -- - -- 0. --� 0.00 _ -_ 0.00 _ -.._ -_ 0.00 F--- _E_ LF -- -- -- -- - -- 1 60 00 18" THERM - STOP BARS TY 1 - - �____ 6.30' _ 1,008.0 - 0.00, 0.00 0.00 _ 31 EA 2,854.00 4"_YEL N REF BUTTON 3.15 8 - 0.00 0.00 0.00 - 0 0.00 32' E _A 4 00 4" Y_EL RE BUTTON �- Z35, 3,351.60 -- 0.00 0.00 0.00 0 .00 33_ EA 25.00 4 " WHIT NON REF BU _- 3.15 7 8.75 - - 0.00', 0.00 0.00 000 r _ 34 E A -- 1_7.00 4" BLUE REF BUTTON 8.00 13 6.00 0 .00 0.00 0.00 0 35 LF 130.00 REM & DIS OF EX MTL 5.00 - 650.00 - 0.00 0 00 0 00 0.00 3 6', LF 613 00 TXDOT PR -1 RAILING 6 7 5.00 45,975.00 0.00 0.00 0.00 -- 37 L - _III 1 0 00 CL -- _ 50 . 00 500.0 0.00 - - 0.00 __ - -- 0 00 0.00 0.00 0.00 38 _F - LF _ _ - - 1,403 00 CL III RCP 21 - 33.00 - 46,299.00 - 0.00 - 0.00 _ - 0.00' _ 0 .00 r 39' _ LF __ - - 89 00 CL III R 24 _ 40.00 3,560.00 0 .00 _ 0.00 -- - - 0.00 0.00 F - 40 - - LF -- 19 00 CL III RCP 27" 47.00 893.00 0.00 0.00 -- 0.0 41 LF -- 853 00 CL III RCP 30" 49.00' 41,797 0.00 0.00 ___ Do 42 LF M.00 CL III RCP 96" 400.00 14,0 00.00 ' 0.00 - 0.00 - - 0.00 0.00 __ 43 LF 299.00 3- 1 MULTI C -i -P CON 800.00' 239,200.00 0.0 0.00 44 C 14.00 3 10'X6' MULTI BOX CULVE 400.00 5,600.00 0.00 0.00 0.00 0.00 45 SY ! 50.0016 REIN CONC APRON 42.00 2,100.001 0.00 0.00 0.00 0.00 461 EA ! 6.00 REINF CONC ENERGY DISSIP 600.00 3,600.00 0.00 0.00 0.00' 0.00 471 EA 5.0014' SQ STD STRM DRAIN MH 2,200.00 11,000.001 0.00 0.00 0.00 0.00 48 EA 15.00110' RECESS CURB INLET 2,000.00 30,000.001 0.00 0.001 0.00' 0.00 49 EA 1.001 10' STD CURB INLET 2,000.00 2,000.001 0.00 0.00 j 0.00 0.00 501 EA 1.0014' SQ DROP INLET W /CONC 2,500.00 2,500.00 0.00 , 0.00 0.00' 0.00 51 LF 430.00'1 EARTHEN DRAIN SWALE 7.00 3,010.001 0.001 0.00' 0.00' 0.00 521 LF 6.00 JACK & BORE 24 RCP UNDE 300.00 1,800.001 0.00; 0.00', 0.00 0.00 53 LF 2,708.00 TRENCH SAFETY FOR STRM D 1 1.75 4,739.00 0.00 0.00 0.00 0.00 54 CY 560.00 UNCLASS CHANNEL EXCAVA 6.00 3,360.00 0.00 0.00 0.00 0.00 55 SY 1,176.00',12" GROUTED ROCK RIP RAP 38.00 44,688.001 0.00 0.00, 0.00 0.00 56 SY' 376.00'6" REIN CONC RIP RAP 44.001 16,544.00 0.00 0.001 0.00 0.00 57 EA 142.00 1 TREE REMOVAL & DISPOSAL 160.00 22,720.00 ! 50.00 8,000.00'i 50.00 8,000.00 581 EA 25.00 1 TREE REMOVAL & REPL 200.00 5,000.00' 0.00 0.00 F 0.00 0.00 59 EA 15.0015 GAL RED TIP PHOTINIA S 50.00 750.00 0.00 0.00; 0.00 0.00 601 SY 10,288.00 HYDROMULCH SEEDING 0.75 7,716.00 0.00 0.00 0.00 0.00 61 SY 8,620.00! BERMUDA BLOCK SODD 2.75 23,705.00 0.00 0.001 0.00 0.00 62 LF 2,076.00 REM /REP EX BARB WIRE FENCE 4.00 8,304.001 0.00 0.00 0.00 0.00 63' LF 190.00' REM /REP EX WOOD SPLIT RAIL FEN 14.001 2,660.00 1 0.001 0.00 0.00 0.00 641 EA 20.00 ADJ EXIST IRRIGA SPRINKL 250.00 5,000.001 0.00 i 0.001 0.00' 0.00 65, EA 1.00 SLOPED END TREATMENT FOR 5,000.00 5,000.001 0.00 0.00 1 0.00 0.00 i 2,000,949.75 MONTH 163,030.80 TO DATE 163,030.80 DEDUCTIONS 0.00 DEDUCTIONS 0.00 SUB TOTAL 163,030.80 SUB TOTAL 163,030.80 RETAINAGE RETAINAGE 5% 8,151.54 5% 8,151.54 PREV PAY 0.00 SUB TOTAL 154,879.26 AMT DUE 154,879.26 Calendar Days for Substantial Completion: 240 Calendar Days Used to Date: 28 Calendar Days for Final Completion: 240 _ p i Recomme for P ment REMARKS: K � City of pp Date: `G �/ ! �/ / ✓ -/ O� 11 11- _ Date: ( '23 1 , Director of Engineering & Public Works m Date: We ct Engineer COPPELL ROAD RECONSTRUCTION PROJECT PROJECT NO. ST 98 -01 BREAKDOWN OF EXPENDITURES