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ST9801-RP001031 ED BELL CONSTRUCTION COMPANY ....... MONTHLY ESTIMATEcO f/~3 ~ JOG NO. 946 ESTIMATE N ~ PROJECT_ COPPELL ROAD LOCATION SANDY LAKE ROAD TO SH 121 FROM BID DATE_ FEBRUARY 25, 1999 TO ENGINEER FREESE NICHOLS. INC. ........................................ ;; ............. -- QUANTITY PRICE COS THIS MONTH PART A - WATER LINE IMPROVEMENTS LS' 100 MOBILIZATION & DEMOB 140,000.00 140.00000 0.25' 35,0~0.00 1.00 ~ 140.000.00 I 11 - 341 ;~5 0.00 0.00 12.00 315.00~ 2 LF 1300 6' C900 CL 200 CR14 PVC 26.25 31 LF 196.00 8' C900 CL 200 DR14 PVC 28.70 ~.625 20 0.00 0.00 180.00 i 5.166.00 88.30 0.00 000 0.00 0.00 41 LP 4.00 10'C900CL200DR~4PVC 353.20 ~ 5! LF 5.582.00 12'C90OCL150DR18PVC 22.95 128.106.90 0.00 000 5.589.00: 128,267.55 ~_ 6! LF 2000 16"cg00CLtSODRlaPVC 42.75 85500 000 00~ 20.00: 855,00 I 9i EA 11.00 8' GATE VALVE & BOX 7,70000 0.0O 11,00~ 121 EA 200 AIR REL VALVE 2 8.60000 0.00 0.00 2.00! 3,600.00 t 151 EA 2.00 RECONNECT EXIST WTR SERV 1,100.00 0.00 0.00 5.00 ' 2,750.00 I 161 EA 1400 CONNECT TO EXIST 8 WTR 14.00000 0.CO 0.00 4.00 4,000.00 17; EA 200 CONNECT TO EXIST 10 WTR ~.200 00 0.00 000 PART B - PAVING AND DRAINAGE IMPROVEMENTS 0.CO 0.00 3.00. 3,600.00 0.00 0 00 1 LS 1.00 PREP ROW 50.000.00 2 ' LS 1 00 EROS & SEDIMENT CTRL 20.000.00 31 EA 28.00 ADJ EXIST WTR VALVE BOX 150.00 ~ 0.00 0.00 3.00 I 4 ~ EA 5.00 ADJ EXIST MH RIMS TO GRA 500,00 0.00 0.00 51 EA 2.00 ADJ EXIST WTR METER BOXE 150.00 0.CO 0.00 1.00' 61 CY 11.65400 UNCLASSSTEXCAVA 5.00' 0.00 O.CO 11.654.00! 7! CY 5.06000 COMPACT HLL -- 2,50 0.00 000 5,060.00 8 SY 10.29500 6'UMESTAE 000 000 9 SY 3,04200 6' LIME STAB 0.00 0.[30 3,120.00 10: TN 216 00 LIME FOR RDWAY SUB~RAIDE 0.00 0.00 231.99 11 TN 64 O0 LIME FOR TRAIL SUBGRADE 12 SY' 22.62000 8" REINF CONC PAVEMENT 13 SY 2,52000 6' REINF CONC HIKE & BIKE 14 SY 911 00 4' REINF CONL. SIDEWALK 15 SY 157 00 6 GRAVEL DRWAY TRANSITI 16 SY 36200 6 REINF CON~ DRWAY 17 LS I 00 6REINFDBLCONCDRW/S 18 SY 400 6REINFCONCALLEYPAVE 191 LF 10.00000 6MONOCURB 21 i SY' 91700 9 HMAC TY B BASE COURSE 22; LF 33200 3' SCH 40 PVC CONDUIT 231 SY 242 O0 BRICK PAVERS FOR BIKE TR 24: EA 200 TY I BARRIER FREE RAMP 25 EA 600 TY I MODIF BARRIER FREE _ 2~; EA 800 ~Y ' BARRIER FREE RAMP 271 LS 1 00 TRAFF CTRL & BARRICADES 28 EA 1600 TRAFFSlGNASSY 29 EA 400 6 PAINTED PIPE BCLLAROS 30 i LF 16000 18' THERMO STOP BARS TY 1 311 EA 2.854.00 4' YEL NON REF BUTTON 32: EA 456 00 4" YEL REP BUTTON 33 ~_A 25 (30 4' VVHITE NON REF BUTTON 34 EA 1700 4' BLUE REF BUTTON L00 82160 18,075.20 15.00 2.35500 0.00 0.00 650.00; 3,900100 0.C0 0.00 0.00~ 6.30 ~.000 00 0.00 0.00 0.00; 0,00 3.151 8.990~10 0.00 0.00 0.0oi 7.35i 3,351.60 0.00 0,00 0,00 j 8.0o 650:00 o.~o o.oe 13o.ool o.oo o.oo o.ool 22.351.80 512.750,29 2.434.27! 5~,422.48 L. 3~! LF 61300 TXDOT PR-1 RAILING 75.00 45.975 O0 37 LF 1000 CL fll RCP 16' 38: LF 1,403 00 CL Ill RCP 21 · 40, LF 1900 CLIIIRCP27' 41' LF 85300 CLIMRCP30# 42 LF 35C0 CL I[I RCP ~' 431 LF 299.00 3-10'X6' MULTI C-I-P CON 44, CY 14.00 3-10'X6' MULTI BOX CULVE 45; SY 50.00 6' REIN CONC APHuN 49.. EA 0.00 10- STD CURB INLET 1.0014' SQ DROP INLET W/CONC 46 EA 6.00' REINF CONC ENERGY DISSIP 600.00 ~ 3.600.00 ! 0.00 ! 0.00 6.00 i 3.600.00 i 47 EA 5.00 4'SQSTDSTRMDRAJN MH 2.200.00r 11.000.00 0.00, 0.00 Z00! 15.400.00 48 EA -. 15.00 10' RECESS CURB iNLET 2.000.00 [ 30.000.00 0.00 F 0.00 15.50; 31.000.00 2,500.001 2,500.001 0.00 '~ 0.00; 1.001 2,500.00 51 LF 430.001 EARTHEN DRAIN SWALE i 7.001 3,010.00 ~ 430.001 3,010.00 43o.~<] j 3,010.00' 52 LF 6.00 ~ JACK & BORE 24 RCP UNDE ~ 300.001 t,800.001 0.001 0.00 6.~0i 1,800.00; 53 LF 2,708.00 ~ TRENCH SAFETY FOR STRM D : 1.751 4,739.001 0.00J 0.00 2,409.00 i 4.215.75; 54! CY 560.001UNCLASS CHANNEL EXCAVA i 6.00r 3.360.00 J 0.00~ 0.00' 560.~x} i 3.360.00, -5~i SY' 376.0016' REIN CONC RIP RAP 57: EA 142.00 :TREE REMOVAL & DISPOSAL 25.00 :TREE REMOVAL & REPL 44.00; 16.544.00 0.00: 0.00 371.35 i 16.339.40 160.00 r 22.720.00 ~ 21,00, 3.360.00 201.001 32.160.00: 200.00; 5.000.00: 0.00; 0.00 0.00[ 0.00, 0.0o ' SY 13.436.00 CEMENT STABILIZATION 3.808.76: t4.892.25 14.654.00, 57,297.14 TN 282.00 CEMENT (SLURRY) 144.00 40.608.00 0O.0O I 11.520.00 307.75, 44.316.0O: LS 1.00 RECONSTRUCT CHANNEL SY 395.00 12' GROUTED ROCK RIPRAP EA 100 REM 26' PECAN TREE Change Order W3 SY 440.00 12' GROUTED ROCK RIP ~ Change Order ~ 15.010.00 265.00 i 10.070.00 395.00 ~ t5.010.00 56.55 24.882.00 0.00 0.00 440.00 24.882.00 38 LF 141 00 21' CLlll RCP 55 SY 7.00 12' GROUTED ROCK RI C~A 1.00 OPEN BACK INLET 2.060.958.73 MONTH 240.912.02 TO DATE %963.333.93 DEDUCTIONS 0.00 DEDUCTIONS 0.00 SUB TOTAL 240.912.02 SUB TOTAL 1.963.333.93 RETAINAGE RETAINAGE 5% 12.045.60 5% 98.186.70 PREV PAY 1.636,300.81 SUB TOTAL 228.866.42 AMT DUE 228.866.42 )vedl~ Co~structio~ Inspector ~Ke~ne~/v~Grfffin P E pirecl~r of En~ineenn9 & Pul3 ic i Ed I~iJctJon y COPPELL ROAD RECONSTRUCTION PROJECT PROJECT NO. ST 98-01 BREAKDOWN OF EXPENDITURES Paving / Drainage Water / Sewer TOTAL Completed to Date i.~v/ 5',,~/,[~ "~.07J~[.7~- [.~ ~.J~'~'~,~ / / '/ / Less 5% Retainage Total Less Retainage Less Previous / / / Payments [ ~/?~.~ yj~o~f / ~,~.~/ Total Due ~his