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ST9801-CS000731 ED BELL CONSTRUCTION COMPANY ..... * MONTHLY ESTIMATE JOB NO. 946 ESTIMATE N 10 PROJECT_ COPPELL ROAD LOCATION SANDY LAKE ROAD TO SH 121 FROM JULY 1, 2000 BID DATE_ FEBRUARY 25, 1999 TO JULY 31, 2000 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* 2 LF 3 LF 4 LF l"5 LF 6 LF e 7 TN I 8 EA 9 EA 10 EA 11 EA 12i EA "' ~13! EA 14 ~ EA EA ~q5l EA ;;i EA 181 EA 20 ! LF 21 i SY* 1.00 MOBILIZATION & DEMOB 13.00 6" C900 CL 200 DR14 PVC 196.00 8" C900 CL 200 DR14 PVC 4.00 10" C900 CL 200 DR14 PVC 5,582.00 i 12" C900 CL 150 DR18 PVC 20.00' 16" C900 CL 150 DR18 PVC 3.20 ;DI FITTINGS 1.00 6" GATE VALVE & BOX 11.00 8" GATE VALVE & BOX 15.00= 12" GATE VALVE & BOX 1.00 ! 16" GATE VALVE & BOX 2.00 lAIR REL VALVE 2 16.00]FIRE HY~'IS, ANT ASSY & 6 G 1.00 RELOC EXIST FIRE HYDRANT 2.00 RECONNECT EXIST WTR SERV 14.00 jCONNECT TO EXIST 8 WTR 2.00 ~CONNECT TO EXIST 10 WTR 2.00 r CONNECT TO EXIST 12 WTR 1.00 :CONNECT TO EXIST 16 WTR 5,977.00 ~ TRENCH SAFETY FOR WTR LI 750.00 JTEMP 6" HMAC RDWAY MATL PART B - PAVING AND DRAINAGE IMPROVEMENTS 1 [ LS 1.00: PREP ROW 2 ! LS 1.00 ;ERO,.~ & SEDIMENT CTRL 3 EA 28.00 [ ADJ EXIST WTR VALVE BOX 4 EA 5.00; ADJ EXIST MH RIMS TO ERA 5 EA 2.00 [ ADJ EXIST WTR METER BOXE 6 CY 11,654.00 i UNCLASS ST EXCAVA 7 ~ CY 5,060.00: COMPACT FILL 8~ SY ' 10,295.00 8"LIME STAB 9 [ SY 3,042.00 6" LIME STAB 10 ! TN 216.00 LIME FOR RDWAY SUBGRADE 11; TN 64.00 LIME FOR TRAIL SUBGRADE . ~ .....~' _ 1_2~ ~__;_~ 22.620:0_~'_j;R_EI_~_F__CO__NC PAVEMENT 140,ooo.oo! 14o,ooo.oo o.oo 26.25 ! 341.25 0.00 28.70i 5,625.20 0.00 88.30 353.20 0.00 128. lo,.oo o.oo 855.00 0.00 3,600.00 1 11,520.00 0.00 1,100.00~ 1,100.00 0.00 700.00 ~ 7,700.00 0.00 1,400.001 21,000.00 0.00 : 3.6oo.o0 1,900 OO! 30,400.OO 550.00 i 1 ,IO0.OO 1,000.00~ 14,OO0.00 1 ,lO0.OO J 2,200.00 11:;;00;00!2,400.00 0.90 ~ 1,800.00 1.251 7,471.25 0.00 15.00 ! 11,250.00 0.00 0.75 105,000.OO 0.00 12.00 0.00 180.00 5,16 o.ooo.o?, o.oo,0.oo o.oo 1.oo 1.1oo:oo"7 o.oo] 11.oo7.Too.oo 0.00i 14.OO oo oo!1.ooI : 2,00, 0.00 17.00 32,300.OO 0.0O 1.00 0.0O 5.00 2,750.OO 0.00 4.00 4,000.OO 0.OO 0.00 0.00 3.00 3,600.OO 0.00 1 .OO 1,800.OO O.00 5,801.00 7,251.25 0.00 403.33 6,049.95 5(22,7- 50,000.00 i 50,OOO.OO 0.34j 17,0OO,O0~ 0.67j 33,500.OO 20,0oo.oo 20,0oo.oo a.25 J 5,0oo.oo i 0.75j 15,ooo.oo :o: o o°:o° 1 300.00 0.OO ~ 0.00 155.oo .oo 52.550.oo 5.OO 58.270.OO 7,52 , 2.50 1 12,650.OO 1,1OO.OO ! 2,7OO.00 ! 1,460.OO l 3,655.OO 1 .,50 ~ 15,442.50 11,010.OO i 16,515.OOJ 11,010.OO t 16,515.OO 2.00 :~ 6,084.00 0.OO; 0.OO: 0.OO 1 0.00 100.00 J 21,600.00 ] 231.99 23,199.OO! 231.99 J 23,199.OO 100.001 6,400.00~ o,oo. 0.00' o.oo! 0.00 22.94 J 518,902.80 j 8,405.23' 192,815.98 ' :14.270.831 327,372.84 24.oo ;;:;,%oooi 0.00 o.oo. o.oo! o.oo 22.00 ~ 0.00 0.00' _ 0.00! 0.OO 15.oo: 0.90 9.90 0.00, o.oo 32.00, 1 0.00 0.00;'434.00i 13,888.OO 7,550.00 7,500.001 0.55 0.00~ ~ o.ooi o.oo 100.00 400.00i 0.00 0.00 0.00! 0.OO 1.20: 12,000.00 '! 3,516.00~ 4,219.20' 6,204.00 ! 7,444.80 5.00 o.oo, E'.'.~T '3~T.~ 1,ss3.so ' 15.00 0.o0 ~ 10.00 188.00i 13¸ 14 15 17 18 19 20 21 22 SY 2.~5_20_._0_0__6' REINF CONC HIKE & BIKE SY 911.00 4" REINF CONC SIDEWALK SY 157.00;6 GRAVEL DRWAY TRANSITI SY 362.00 6 REINF CONC DRWAY LS 1.00 6 REINF DBL CONC DR W/S SY 4.00 6 REINF CONC ALLEY PAVE LF 10,0OO.00 6 MONO CURB SY* SY* LF 817.o0 ;2 HMAC TY D SURF COURSE 817.O0 6 HMAC TY B BASE COURSE 332.00 ~ 3" SCH 40 PVC CONDUIT 23 SY 242.00: BRICK PAVERS FOR BIKE TR r 24 EA 2.00 TY I BARRIER FREE RAMP 25 EA 6.00 TY I MODIF BARRIER FREE 26 EA 6.00 TY II BARRIER FREE RAMP h ..... 27 LS 1.00 TRAFF CTRL & BARRICADES 28 EA _*_ :"'~'~_'0_'7_T~F SIGN ASSY ~ 29 EA 4.006 PAINTED PIPE BOLLARDS ~_ ..... 30 LF 160.00 18" THERMO STOP BARS TY 1 31 S,~' ' 2,8'~4.~':~'~E'~O~ REF BUTTON ! 32 ~ E"A'" 456.00 4" YEL REF BUTTON : 33 EA 25.00 4" WHITE NON REF BUTTON I 34 EA ]7~0b '24~ B~'UE~EF BUTTON ' ,,~_7'~__~. ,3~L~' ~"!,_3o.oo ,~_E_~ D~SP OF EXIST ~TL ' 36 LF 613.00 TXDOT PR-1 RAILING ~ 37' LF 10.00 CL III RCP 18" ! .... 38~'*~L~:'" 1,~)'~.0~0~C~ III RCP 21~ ........ ! 40 LF 19.00 CL Ill RCP 27" r- .......~i'"'"E~" ' ~'3:~6'~L~U RdF~5~~ ........ : 42 LF 35.00 CL III RCP 96" i 43 LF 299.00 3-10'X6' MULTI C-I-P CON r-- --- 44 ~ CY 14.00 3-10'X6'MULTI BOX CULVE L .... 45i S_Y 50.00.6" REIN CONC APRON 4,085.00 12,255.00 3,320.00 0.00 1,880.00 326.66 4,899.90 188.00. 1,880.OO 35.00 600.00 650.00 650.00 25,000.00 200.00 6.30 3.15 7.35 3.15 8,470.OO 1,200.00 3,900.OO 3,900.00 25,000.00 4,OO0.55 800.00 1 ,OO8.55 8,990.10 3,351.60 78.75 8.00 136.OO 5.00 400.OO 45,975.OO 500.00 46,299.OO 3,560.00 893.00 41,797.00 14,0OO.00 239,200.OO 5,6OO.001 2,1OO.00 0.00 ~ 0.00 0.00, 0.00 o.oo~ o.oo o.ooj o.oo 0.10 ! 2,500.00 o.oo,, o.oo 0.00 ~ 0.00 0.00 ~ 0.00 0.00 ! 0.00 0.00 i 0.00 0.00: 0.00 0.00, o.oo 0.00 0.00 0.00 ~ 0.OO 0.00' O.OO 0.90 ~ 22,550.OO 0.00' O.OO o.oo~ o.oo 0.00 i O.OO 0.00 ' 0.00 ~..oo. 0.55 0.00; O.OO, 0.00 ! 0.55, o.oo L _ _13_o.ooj 0.00: O.00 0.00 i 0,OO ! 0.00 1,403.00 i 46,209.OO o.ooT" ....... ~:'0b~ 8~ 3,550.oo o.oo ~, o.oo 19.oo ~ o.oo: o.oo ,F- 655.ool 41 0.OO i 0.001 35.00 ~ 14,OO0.55 79.oo; 63,200.00! 239,200.oo 0.OO ! 0.00; 46 EA 47 EA 48 EA 49 EA 50 EA 51 LF 52, LF 53 LF 54 CY 55 SY° 56 SY* 57 EA 58 EA 59 EA 60 SY 61 SY 62 LF 63 LF 65 EA Change Order#l SY TN Change Order #2 LS ' SY EA Change Order SY 6.00 REINF CONC ENERGY DISSIP 5.00 4' SQ STD STRM DRAIN MH 15.00 10' RECESS CURB INLET 1.00 10' STD CURB INLET 1.00 4° SQ DROP INLET W/CONC 430.00 EARTHEN DRAIN SWALE 6.00 JACK & BORE 24 RCP UNDE 560.00 ' 1,176.00 !12' GROUTED ROCK RIP RAP 376.00 ~6" REIN CONC RIP RAP 142.00 TREE REMOVAL & DISPOSAL 25,00 TREE REMOVAL & REPL 15,00 5 GAL RED TIP PHOTINIA S 10,288.00 HYDROMULCH SEEDING 8,620.00 BERMUDA BLOCK SOD 2,076.00 REM/REP EX BARB WIRE FENCE 190.00 REM/REP EX WOOD SPLIT RAIL FEN 20.00 ADJ EXIST IRRIGA SPRINKL 1,00 SLOPED END TREATMENT FOR 13,436.00 j CEMENT STABILIZATION 282.00 CEMENT (SLURRY) 1.00 RECONSTRUCT CHANNEL 395.00 12'GROUTEDROCKRIPRAP 1.00 REM 26" PECAN TREE 440.00 ! 12' GROUTED ROCK RIP RAP 600.00 3,600.00 6.00 3,600.00 6.00 3,600.00; 2,200.00 11,000.00 2.00 4,400.00 7.00 15,400.00 i 2,000,00 30,000.00 0.00 0.00 11.00 22,000.00 i 2,000.00 2,000.00 0.00 0.00 0.00 0.00; 2,500.00 2,500.00 0.00 0.00 0.55 1,250.00 7.00 3,010,00 0.00 0.00 i 0.00 0.00 ~ 300.00 1,800.00 ~ 0.00 0.00 S 6.00 1,800.00 1.75 4,739.00J 0.00 0 00! 2,409.00 4,215.75! 6.00 3,360.00 ! 0.00 0.00 ~ 560.00 3,360.00 38.00 44,688.00 427.64 16,250.32} 897.64 34,110.32" 44.00 16,544.00 304.35 13,391.40 371.35 16,339.40: 160.00 22,720.00 0.00 0.00 160.00 25,600.00 200.00 5,000.00 0.00 0.00 0.00 0.00 50.00 756.00 0.00 0.00 0.00 0.00 0.75 7,716.00 0.00 0.00 0.00 0.00 ~ 2.75 23,705.00 0.00 0.001 0.00 0.00 4,05 8,304.05 0.00 0.00 1 2,076,00 8,304.00: 14.00 2,660.00i 0,05 0.00 170.05 2,380,05: 250.00 5,000.05 0.00 0.O0 0.05 0.00 ~ 5,000.00 5,000.00 0.05 0.05 1.00 5,000.00: 52,534.76 40,608.00 3.91 144.00l 0.00 0.00 0.05 6,750.00 26,392.50 0.001 141.75 20,412.00 7,900.05 7,900.00 1.05 7,900.00 1.00 7,900.05 38.00 15,010,00 0.00 0.00 130.05 4,940.00 160.00 160.05 0.05 0.00 1.00 160.00' 24,882.00 0.05 ,ST - -- o s15q4o2 ~lendar Days for Subs~ntial Completion: ~2 Calendar Days Us~ to Date: Calendar Days for Final Completbn: ~2 R~me~ for Payment: . REMARKS: · ~Ci~ of ~p~ll Ed bell nstmdion ~m n~ ' ' 2,053,542.31 MONTH DEDUCTIONS SUB TOTAL RETAINAGE 5% SUB TOTAL 298 0.00 [ 0.00 0.00 412,230.90 TO DATE f, 13qvg,70,(se 0.00 DEDUCTIONS 0.00 412,230.90 SUB TOTAL 1,420,970.56 RETAINAGE 20,611.55 5% 71,048.53 PREV PAY 958,302.56 391,619.35 AMT DUE 391,619.35 * t2," L,,.L. Y"7 n,,-az4 .' ],,,,., ,.-e ;,- COPPELL ROAD RECONSTRUCTION PROJECT PROJECT NO. ST 98-01 BREAKDO ~TV OF EXPENDITURES Completed to Date Less 5% Retainage Total Less Retainage Less Previous Payments Total Due this Estimate Paving / Drainage Water / Sewer 3f l. ~/9 ,3r.., 17/~6/. 3Y .~3 ~/(ob~. f/ TOTAL ./~? .,7 ~ 'r73. ~ / I) 3,5"-/aff'. ? ~ ./