MIS.CIS.01 CONTRACT TIME STATEMENT CONTRACT 2013051 MGR.NO. 052 PAGE 001 CONT 0747 SEC 03 JOB 073 RES ENGR SCHLUTER, MARK PROJ NH 2001(46) HWY FM 157 4504 BOAT CLUB RD. FORT W CNTY TARRANT DIST 02 CONTRACT PRICE $ 9,838,647.44 REPORT DATE 08/28/2009 10.56.25 CONTRACTOR ED BELL CONSTRUCTION COMPANY 230 EST PERIOD SEP 26,2001 TO JUL 29,2004 EST NO 040 & FINAL --------------------------------------------------------------------------------------------------------- DATE WORK BEGAN OCT 30, 2001 TIME COMPUTED FROM SEP 26, 2001 SUMMARY INFORMATION 0 DATE WORKING REASONS FOR DAYS CREDITED MONTH/YEAR OR DAYS DAYS /COMMENTS FOR DAYS CHARGED PHASE I DAYS CHARGED CREDITED CONTRACT WORK DAYS = 320 1,038 572 466 BROUGHT FORWARD ADDL DAYS GRANTED = 92 JUL 04 1 1 TIME SUSPENDED TOTAL DAYS ALLOWED = 412 2 1 TIME SUSPENDED DATE WORK COMPLETED 07/29/04 3 1 TIME SUSPENDED DAYS CHARGED TO DATE = 572 4 1 TIME SUSPENDED ASSESSED LIQ DAMAGES = 160 5 1 TIME SUSPENDED LIQ DAMAGE RATE $ 1,250 6 1 TIME SUSPENDED 7 1 TIME SUSPENDED LIQUIDATED DAMAGES 8 1 TIME SUSPENDED 160 DAYS AT $ 1,250 PER DAY 9 1 TIME SUSPENDED TOTAL = $ 200,000.00 10 1 TIME SUSPENDED 11 1 TIME SUSPENDED CERTIFIED AS CORRECT AND 12 1 TIME SUSPENDED ONE COPY HAS BEEN GIVEN 13 1 TIME SUSPENDED TO THE CONTRACTOR 14 1 TIME SUSPENDED 15 1 TIME SUSPENDED 16 1 TIME SUSPENDED ---------------------------- 17 1 TIME SUSPENDED AREA/PROJECT ENGINEER 18 1 TIME SUSPENDED 19 1 TIME SUSPENDED 20 1 TIME SUSPENDED 21 1 TIME SUSPENDED 22 1 TIME SUSPENDED 23 1 TIME SUSPENDED 24 1 TIME SUSPENDED 25 1 TIME SUSPENDED 26 1 TIME SUSPENDED 27 1 TIME SUSPENDED 28 1 TIME SUSPENDED 29 1 WORK COMPLETED - ----- ----- ----- 1,067 572 495 0 SATURDAY 0 SUNDAY 0 HOLIDAY 28 TIME SUSPENDED 1 WORK COMPLETED 1 MIS.CIS.03 CONSTRUCTN ESTIMATE BREAKDOWN CONTRACT 2013051 MGR.NO. 052 PAGE 001 CONT 0747 SEC 03 JOB 073 RES ENGR SCHLUTER, MARK PROJ NH 2001(46) HWY FM 157 4504 BOAT CLUB RD. FORT W CNTY TARRANT DIST 02 CONTRACT PRICE $ 9,838,647.44 REPORT DATE 08/28/2009 10.56.26 CONTRACTOR ED BELL CONSTRUCTION COMPANY 230 EST PERIOD SEP 26,2001 TO JUL 29,2004 EST NO 040 & FINAL DIST. 02 COUNTY TARRANT CONTROL 0747-03-073 PROJECT NH 2001(46) HIGHWAY FM 157 0 LIMITS- SH 10, IN EULESS SOUTH TO ARLINGTON CITY LIMITS 0 TYPE OF WORK- GR, STRS, BASE AND SURFACE 0 0005 PREPARED: DECEMBER, 2000 0 0055 ALL ITEMS NET LENGTH 2.545 KILOMETERS 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 0060 0100 PREP ROW KM 2.545 2.545 148,024.210 376,721.61 0065 0110 EXCAVATION (RDWY) M3 92,717.700 92,598.100 5.900 546,328.79 0065 0110 ADJ EST QUANTITY TO DATE 92,598.100 0070 0110 EXCAVATION (CHAN) M3 3,879.000 3,879.000 8.430 32,699.97 0075 0132 EMBANK (DENS CONT)(TY D)(CL 3) M3 14,109.500 15,024.300 9.440 141,829.39 0075 0132 ADJ EST QUANTITY TO DATE 15,024.300 0080 0164 CELL FIB SEED (TEMP)(WARM) M2 16,836.000 8,087.355 .220 1,779.22 0085 0164 CELL FIB SEED (TEMP)(COOL) M2 16,836.000 37,091.657 .220 8,160.16 0090 0164 CELL FIB SEED (PERM)(URBAN)(CLAY) M2 67,344.000 13,466.855 .250 3,366.71 0095 0168 VEGETATIVE WATERING KL 5,132.000 3,693.822 3.400 12,558.99 0100 0169 SOIL RET BLNKT (CL 2)(TY F) M2 3,785.000 0.000 1.550 .00 0105 0247 FL BS (COMPL IN PLAC)(TY D GR6 CL 4) M3 75.730 673.348 155.330 104,591.14 0105 0247 ADJ EST QUANTITY TO DATE 661.000 0110 0260 LIME TREAT SUBGR (DC)(200 MM) M2 86,137.900 71,204.809 1.330 94,702.40 0110 0260 ADJ EST QUANTITY TO DATE 81,384.292 0115 0260 LIME (TY A(SLRY),TY B OR TY C(SLRY) MGR 1,534.700 1,283.269 92.860 119,164.36 0115 0260 ADJ EST QUANTITY TO DATE 1,450.121 0120 0305 SALV, HL & STKPL RCL APH PV(150-280 MM) M2 60,969.000 46,022.911 3.000 138,068.73 0125 0360 CONC PAV (CONT REINF HY STL)(200 MM) M2 721.400 0.000 24.240 .00 0145 0360 CONC PAV (CONT REINF HY STL)(225 MM) M2 69,288.700 70,460.793 26.240 1,848,891.21 0145 0360 ADJ EST QUANTITY TO DATE 69,234.700 1 0165 0360 MONO CURB (125 MM) M 10,116.000 9,398.947 2.440 22,933.43 0185 0402 TRENCH EXCAV PROTECTION M 2,511.200 2,659.475 3.280 8,723.08 0185 0402 ADJ EST QUANTITY TO DATE 2,727.800 0190 0403 TEMPORARY SPL SHORING (RAILROAD) M2 128.330 179.050 370.450 66,329.07 0195 0416 DRILL SHAFT (450 MM) M 41.800 60.000 121.520 7,291.20 0195 0416 ADJ EST QUANTITY TO DATE 60.000 0200 0416 DRILL SHAFT (1200 MM) M 144.700 250.000 522.060 130,515.00 0200 0416 ADJ EST QUANTITY TO DATE 250.000 0205 0420 CL C CONC (ABUT) M3 119.200 119.200 581.440 69,307.65 0210 0420 CL C CONC (BENT) M3 164.460 134.200 871.200 116,915.04 0210 0420 ADJ EST QUANTITY TO DATE 134.200 0215 0420 CL C CONC (TEMP HEADER) M 9.000 9.000 726.530 6,538.77 0220 0422 REINF CONC SLAB M2 875.000 875.000 274.550 240,231.25 0225 0425 PRESTR CONC BEAM (TY IV) M 765.560 765.560 261.570 200,247.53 0230 0427 EPOXY WATERPROOFING M2 840.000 747.866 5.070 3,791.68 0235 0432 RIPRAP (CONC)(CL B) M3 407.400 415.886 298.620 124,191.88 0240 0432 RIPRAP (STONE)(TY R)(DRY) M3 463.500 394.914 48.000 18,955.87 0240 0432 ADJ EST QUANTITY TO DATE 562.500 0245 0444 BRIDGE PROTECT ASSEM EA 2.000 2.000 2,131.830 4,263.66 0250 0450 RAIL (TY PR) M 21.400 34.160 194.290 6,636.95 0255 0450 RAIL (TY C201) M 161.600 161.600 252.210 40,757.14 0260 0450 RAIL (TY PR1) M 73.000 73.000 143.840 10,500.32 0263 0460*CMP (GAL STL 600 MM) M 5.400 5.400 111.000 599.40 0265 0462 CONC BOX CULV (1800 MM X 1200 MM) M 136.600 136.600 656.000 89,609.60 0270 0462 CONC BOX CULV (2400 MM X 1200 MM) M 581.000 581.000 915.000 531,615.00 0275 0462 CONC BOX CULV (2400 MM X 1500 MM) M 510.000 510.000 911.000 464,610.00 0280 0462 CONC BOX CULV (2700 MM X 2100 MM) M 20.000 20.000 1,500.000 30,000.00 0285 0464 RC PIPE (CL III) (600 MM) M 986.800 946.242 111.000 105,032.86 0285 0464 ADJ EST QUANTITY TO DATE 1,026.100 0290 0464 RC PIPE (CL III) (750 MM) M 194.400 371.500 129.000 47,923.50 0290 0464 ADJ EST QUANTITY TO DATE 371.500 0295 0464 RC PIPE (CL III) (900 MM) M 278.800 309.100 183.000 56,565.30 0295 0464 ADJ EST QUANTITY TO DATE 309.100 0300 0464 RC PIPE (CL III)(1050 MM) M 267.700 289.200 243.000 70,275.60 0300 0464 ADJ EST QUANTITY TO DATE 289.200 0305 0464 RC PIPE (CL III)(1200 MM) M 203.100 203.100 290.000 58,899.00 0310 0464 RC PIPE (CL III)(1350 MM) M 345.400 345.400 365.000 126,071.00 0315 0464 RC PIPE (CL III)(1650 MM) M 43.600 42.200 501.000 21,142.20 0315 0464 ADJ EST QUANTITY TO DATE 42.200 0320 0464 RC PIPE (CL III)(1800 MM) M 3.500 3.500 579.000 2,026.50 0325 0465 INLET (COMPL)(TY SI-2)(3050 MM) EA 6.000 6.000 2,700.000 16,200.00 0330 0465 INLET (COMPL)(TY SI-2)(4570 MM) EA 11.000 10.000 3,400.000 34,000.00 0335 0465 INLET (COMPL)(TY E) EA 4.000 5.000 2,000.000 10,000.00 0340 0465 INLET (COMP)(TY F) EA 5.000 5.000 1,700.000 8,500.00 1 0345 0465 INLET (COMPL)(TY SI-2)(6095 MM) EA 11.000 11.000 4,000.000 44,000.00 0350 0465 INLET (COMPL)(TY E-E) EA 7.000 7.000 4,000.000 28,000.00 0355 0465 INLET (COMPL)(TY J) EA 6.000 7.000 2,350.000 16,450.00 0355 0465 ADJ EST QUANTITY TO DATE 7.000 0360 0465 INLET (COMPL)(TY SI-5)(4570 MM) EA 2.000 3.000 3,800.000 11,400.00 0365 0465 INLET (COMPL)(TY SI-5)(O B)(6095 MM) EA 2.000 2.000 4,500.000 9,000.00 0370 0465 INLET (COMPL)(TY SI-5)(O B)(1525 MM) EA 1.000 1.000 2,000.000 2,000.00 0375 0466 WINGWALL (PW-45)(H=1200 MM) EA 2.000 2.000 4,500.000 9,000.00 0380 0466 WINGWALL (PW-0-2.1)(H=2100 MM) EA 2.000 2.000 7,500.000 15,000.00 0385 0466 WINGWALL (PW-0-1.2)(H=1200 MM) EA 1.000 1.000 4,000.000 4,000.00 0388 0466*HEADWALL (CH-PW-0)(600 MM) EA 1.000 1.000 1,924.820 1,924.82 0390 0466 WINGWALL (PW-0-1.5)(H=1500MM) EA 1.000 1.000 5,000.000 5,000.00 0395 0466 HEADWALL (CH-FW-0)(1800 MM) EA 1.000 1.000 3,800.000 3,800.00 0400 0476 JACK OR BOR PIPE (RC)(CL V)( 900 MM) M 22.000 22.000 412.000 9,064.00 0405 0476 JACK OR BOR PIPE (RC)(CL V)(1200 MM) M 22.500 22.500 477.000 10,732.50 0410 0476 JACK OR BOR PIPE (RC)(CL V)(1350 MM) M 25.200 25.200 514.000 12,952.80 0415 0476 JACK OR BOR PIPE (RC)(CL V)(1650 MM) M 26.000 26.000 591.000 15,366.00 0417 0479*ADJ MANH (STORM SEWER) EA 3.000 3.000 4,952.850 14,858.55 0420 0481 PVC PIPE (SCH 40)(150 MM) M 17.000 32.000 74.000 2,368.00 0425 0481 PVC PIPE (SCH 40)(200 MM) M 68.000 41.610 74.000 3,079.14 0430 0496 REMOV OLD STR (LARGE) EA 1.000 1.000 44,443.780 44,443.78 0435 0500 MOBILIZATION LS 1.000 1.000 900,000.000 900,000.00 0440 0502 BARRICADES, SIGNS AND TRAF HANDLE MO 15.000 24.000 10,435.000 250,440.00 0440 0502 ADJ EST QUANTITY TO DATE 24.000 0445 0512 PORT CONC TRF BAR LOW PRF(MOV & RESET) M 1,115.080 1,945.900 13.340 25,958.31 0445 0512 ADJ EST QUANTITY TO DATE 1,798.700 0450 0512 PORT CONC TRF BAR LOW PRF(REMOV) M 530.120 1,287.100 21.840 28,110.26 0450 0512 ADJ EST QUANTITY TO DATE 1,287.100 0455 0512 PORT CTB LOW PRF (STKPL,INSTL & RETRN) M 1,115.080 201.300 35.630 7,172.32 0455 0512 ADJ EST QUANTITY TO DATE 201.300 0460 0512 PORT CONC TRF BAR LOW PROF(FURN & INST) M 530.120 1,287.100 96.130 123,728.92 0460 0512 ADJ EST QUANTITY TO DATE 1,287.100 0465 0529 CONC CURB (DOWEL)(125 MM) M 93.000 205.940 27.840 5,733.37 0470 0529 CONC CURB & GUTTER (TY 1)(125 MM) M 137.400 196.300 40.810 8,011.00 1 0475 0530 DRVWYS (CONC)(150 MM) M2 2,055.900 2,707.752 34.970 94,690.09 0475 0530 ADJ EST QUANTITY TO DATE 2,001.000 0480 0530 DRVWY (ASPH-CONC PAV) M2 341.700 334.193 27.100 9,056.63 0485 0530 DRIVEWAYS (BASE) M2 297.000 315.440 39.010 12,305.31 0485 0530 ADJ EST QUANTITY TO DATE 261.000 0490 0531 CONCRETE SIDEWALKS M2 372.900 438.919 23.800 10,446.27 0495 0531 CONC SIDEWALK (WHEELCHAIR RAMP) EA 55.000 55.000 459.090 25,249.95 0500 0538 ROW MARKERS (FURN & INSTALL)(TY II) EA 81.000 63.000 105.570 6,650.91 0502 0540*MTL BEAM GD FEN (TIM POST)(2.67 MM) M 212.650 212.400 34.000 7,221.60 0505 0540 MTL BEAM GD FEN (TIM POST)(3.43 MM) M 212.645 0.000 35.250 .00 0505 0540 ADJ EST QUANTITY TO DATE 0.000 0510 0540 MBGF (RADIUS RAIL)(STL POST)(3.43 MM) M 30.480 0.000 45.000 .00 0510 0540 ADJ EST QUANTITY TO DATE 0.000 0515 0556 PIPE UNDER (TY 1, 3, 5 OR 6)(150 MM) M 300.000 41.148 50.000 2,057.40 0520 0580 PROJECT MAINT (MOWING) CYC 6.000 3.000 1,100.000 3,300.00 0525 0580 PROJECT MAINT (LITTER PICKUP) CYC 18.000 23.000 430.000 9,890.00 0530 0580 PROJECT MAINT (SWEEPING) CYC 18.000 29.000 633.330 18,366.57 0535 0618 CONDUIT (RM)(50 MM) M 53.000 37.250 10.000 372.50 0535 0618 ADJ EST QUANTITY TO DATE 75.000 0540 0618 CONDUIT (PVC)(SCHD 40)(50 MM) M 1,217.000 1,493.218 12.000 17,918.62 0540 0618 ADJ EST QUANTITY TO DATE 1,264.000 0545 0618 CONDUIT (PVC)(SCHD 40)(100 MM) M 782.000 862.885 14.000 12,080.39 0545 0618 ADJ EST QUANTITY TO DATE 699.000 0550 0618 CONDUIT (PVC)(SCHD 40)(BORE)(50 MM) M 32.000 41.240 65.000 2,680.60 0555 0618 CONDUIT (PVC)(SCHD 40)(BORE)(100 MM) M 172.000 102.464 95.000 9,734.08 0560 0620 ELEC CONDUCTOR (NO. 6) BARE M 1,057.000 868.000 .490 425.32 0560 0620 ADJ EST QUANTITY TO DATE 868.000 0565 0620 ELEC CONDUCTOR (NO. 6) INSULATED M 98.000 142.000 2.000 284.00 0565 0620 ADJ EST QUANTITY TO DATE 142.000 0570 0624 GROUND BOX TY D (162922) W/APRON EA 55.000 51.750 495.000 25,616.25 0575 0624 GROUND BOX TY E (122317) W/APRON EA 25.000 30.000 495.000 14,850.00 0575 0624 ADJ EST QUANTITY TO DATE 29.000 0580 0628 ELEC SERV TY T(120)000(NS)AL(E)OT(O) EA 5.000 5.000 3,500.000 17,500.00 0585 0644 SMALL RDSD SGN ASSM (TY A) EA 88.000 96.000 250.000 24,000.00 0590 0656 FND FOR TRAF SIG (600 MM DRIL SHFT) M 8.000 9.600 375.000 3,600.00 1 0590 0656 ADJ EST QUANTITY TO DATE 9.600 0595 0656 FND FOR TRAF SIG (750 MM DRIL SHFT) M 15.500 15.500 375.000 5,812.50 0600 0656 FND FOR TRAF SIG (TYA)(900MM DRIL SHFT) M 40.700 48.100 375.000 18,037.50 0600 0656 ADJ EST QUANTITY TO DATE 48.100 0605 0656 TRAF SIG CNTRL FND (CITY TYPE) EA 5.000 5.000 375.000 1,875.00 0610 0658 DEL ASM TY A (D-SW) FLEX (1.7 M) EA 26.000 13.000 30.000 390.00 0615 0658 OBJ MRK ASM TY 2 FLEX (OM-2VP) (1.7 M) EA 33.000 33.000 30.000 990.00 0620 0658 OBJ MRK ASM TY 3 (OM-3L) EA 4.000 4.000 80.000 320.00 0625 0658 OBJ MRK ASM TY 3 (OM-3R) EA 4.000 4.000 80.000 320.00 0630 0658 OBJ MRK ASM OB-3F EA 1.000 1.000 25.000 25.00 0635 0662 WRK ZN PAV MRK REMOV (W) (SLD) (100 MM) M 15,296.000 14,455.735 2.750 39,753.27 0640 0662 WRK ZN PAV MRK REMOV (W) (BRK) (100 MM) M 1,415.000 450.000 4.000 1,800.00 0645 0662 WRK ZN PAV MRK REMOV (W) (SLD) (200 MM) M 1,985.000 1,127.970 4.000 4,511.88 0650 0662 WRK ZN PAV MRK REMOV (W) (SLD) (600 MM) M 221.000 174.142 22.000 3,831.12 0655 0662 WRK ZN PAV MRK REMOV (Y) (SLD)(100 MM) M 19,569.000 16,515.022 2.750 45,416.31 0660 0662 WRK ZN PAV MRK NON-REMV (W)(SLD)100 MM M 3,574.000 5,124.700 1.150 5,893.41 0665 0662 WRK ZN PAV MRK NON-REMV (W)(SLD)200 MM M 268.000 268.000 2.200 589.60 0670 0662 WRK ZN PAV MRK NON-REMV (W)(SLD)600 MM M 40.000 13.200 15.000 198.00 0675 0662 WRK ZN PAV MRK NON-REMV (Y)(SLD)100 MM M 3,556.000 9,622.200 1.250 12,027.75 0680 0666 REFL PAV MRK TY I (W) (SLD) (100 MM) M 7,835.000 7,835.000 1.300 10,185.50 0685 0666 REFL PAV MRK TY I (W) (BRK) (100 MM) M 3,155.000 3,855.000 2.300 8,866.50 0690 0666 REFL PAV MRK TY I (W) (SLD) (200 MM) M 1,970.000 1,970.000 4.600 9,062.00 0695 0666 REFL PAV MRK TY I (W) (LNDP) (300 MM) M 780.000 835.600 8.000 6,684.80 0700 0666 REFL PAV MRK TY I (W) (SLD) (600 MM) M 200.000 262.600 14.000 3,676.40 0705 0666 REFL PAV MRK TY I (W) (ARROW) EA 68.000 53.000 95.000 5,035.00 0710 0666 REFL PAV MRK TY I (W) (TND ARROW) EA 15.000 14.000 170.000 2,380.00 0715 0666 REFL PAV MRK TY I (W) (WORD) EA 83.000 59.000 130.000 7,670.00 0720 0666 REFL PAV MRK TY I (Y) (SLD) (100 MM) M 5,590.000 6,400.200 1.500 9,600.30 0725 0666 REFL PAV MRK TY II (W) (SLD) 1 (100 MM) M 7,835.000 7,555.400 .800 6,044.32 0730 0666 REFL PAV MRK TY II (W) (BRK) (100 MM) M 3,155.000 4,380.000 .800 3,504.00 0735 0666 REFL PAV MRK TY II (W) (SLD) (200 MM) M 1,970.000 2,269.300 1.600 3,630.88 0740 0666 REFL PAV MRK TY II (W) (SLD) (300 MM) M 780.000 835.600 4.000 3,342.40 0745 0666 REFL PAV MRK TY II (W) (SLD) (600 MM) M 200.000 262.600 8.000 2,100.80 0750 0666 REFL PAV MRK TY II (W) (ARROW) EA 68.000 53.000 40.000 2,120.00 0755 0666 REFL PAV MRK TY II (W) (TND ARROW) EA 15.000 14.000 50.000 700.00 0760 0666 REFL PAV MRK TY II (W) (WORD) EA 83.000 59.000 40.000 2,360.00 0765 0666 REFL PAV MRK TY II (Y) (SLD) (100 MM) M 5,590.000 7,226.800 .800 5,781.44 0770 0672 RAIS PAV MRKR CL B (REFL) TY II-C-R EA 550.000 641.000 5.250 3,365.25 0775 0677 ELIM EXT PAV MRK & MRKR (100 MM) M 12,609.000 7,259.300 1.500 10,888.95 0780 0677 ELIM EXT PAV MRK & MRKR (200 MM) M 647.000 203.600 3.000 610.80 0785 0677 ELIM EXT PAV MRK & MRKR (600 MM) M 122.000 53.000 9.000 477.00 0790 0677 ELIM EXT PAV MRK & MRKR (ARROW) EA 6.000 6.000 50.000 300.00 0795 0677 ELIM EXT PAV MRK & MRKR (WORD) EA 6.000 2.000 50.000 100.00 0800 0677 ELIM EXT PAV MRK & MRKR (RAIS PAV MRKR) EA 987.000 701.000 .800 560.80 0805 0678 PAV SURF PREP FOR MRK (BLAST CLN)100MM M 16,580.000 17,820.600 .800 14,256.48 0810 0678 PAV SURF PREP FOR MRK (BLAST CLN)200MM M 1,970.000 1,970.000 1.600 3,152.00 0815 0678 PAV SURF PREP FOR MRK (BLAST CLN)300MM M 780.000 835.600 4.000 3,342.40 0820 0678 PAV SURF PREP FOR MRK (BLAST CLN)600MM M 200.000 262.600 7.000 1,838.20 0825 0678 PAV SURF PREP FOR MRKS (BLAST CLN)(ARW) EA 83.000 67.000 40.000 2,680.00 0830 0678 PAV SURF PREP FOR MRKS (BLAST CLN)(WRD) EA 83.000 59.000 40.000 2,360.00 0835 0680 INSTAL OF HWY TRAF SIG (ISOLATED) EA 5.000 5.000 11,000.000 55,000.00 0840 0681 TEMP TRAF SIGNALS FOR CONSTRUCTION EA 2.000 2.000 41,000.000 82,000.00 0845 0682 VEH SIG SEC (300 MM) EA 157.000 175.000 300.000 52,500.00 0845 0682 ADJ EST QUANTITY TO DATE 176.000 0850 0682 PED SIG SEC (2 INDICATIONS IN 1 SEC) EA 28.000 28.000 375.000 10,500.00 1 0855 0682 BACK PLATE (3 SEC) (300 MM) EA 33.000 34.000 25.000 850.00 0855 0682 ADJ EST QUANTITY TO DATE 34.000 0860 0682 BACK PLATE (4 SEC) (300 MM) EA 2.000 16.000 30.000 480.00 0860 0682 ADJ EST QUANTITY TO DATE 16.000 0865 0682 BACK PLATE (5 SEC) (300 MM) EA 10.000 2.000 35.000 70.00 0865 0682 ADJ EST QUANTITY TO DATE 2.000 0870 0682 LOUVER (ADJUSTABLE) (300 MM) EA 157.000 34.000 35.000 1,190.00 0870 0682 ADJ EST QUANTITY TO DATE 176.000 0875 0684 TRAF SIG CBL (TY A)(6 CONDR)(12 AWG) M 988.000 634.000 1.590 1,008.06 0875 0684 ADJ EST QUANTITY TO DATE 634.000 0880 0684 TRAF SIG CBL (TY A)(16 CONDR)(12 AWG) M 886.000 1,175.917 .490 576.20 0880 0684 ADJ EST QUANTITY TO DATE 721.000 0885 0684 TRAF SIG CBL (TY C) (2 CONDR)(14 AWG) M 7,898.000 14,147.099 1.500 21,220.65 0885 0684 ADJ EST QUANTITY TO DATE 7,938.000 0890 0686 TRAF SIG POLE ASM (STL)1 ARM( 6.1 M)LUM EA 3.000 2.000 4,500.000 9,000.00 0890 0686 ADJ EST QUANTITY TO DATE 2.000 0895 0686 TRAF SIG POLE ASM (STL)1 ARM( 8.5 M)LUM EA 2.000 2.000 4,700.000 9,400.00 0897 0686*TRAF SIG POLE ASM (STL)1 ARM(11.0 M)LUM EA 1.000 1.000 4,850.000 4,850.00 0900 0686 TRAF SIG POLE ASM (STL)1 ARM(14.6 M)LUM EA 11.000 13.000 5,000.000 65,000.00 0900 0686 ADJ EST QUANTITY TO DATE 13.000 0905 0688 PED DETECT (PUSH BTN) EA 28.000 28.000 100.000 2,800.00 0910 0688 VEH DETECT (SAWCUT) M 4,581.000 4,355.279 21.000 91,460.86 0910 0688 ADJ EST QUANTITY TO DATE 4,650.000 0915 1009 COMPOST MANF TPSL (BOS)(CLASS 2) M2 67,344.000 42,296.055 .850 35,951.65 0920 3117 HOT MIX (TY B)(BASE)(PG 64-22) MGR 4,480.100 5,971.770 34.300 204,831.71 0920 3117 ADJ EST QUANTITY TO DATE 4,823.100 0921 9500*QCQA HOT MIX PRODUCTION BONUS LS 1.000 1,112.320 1.000 1,112.32 0925 3117 HOT MIX (TY D)(UNDERLAYMENT)(PG 64-22) MGR 19,157.700 18,666.290 34.400 642,120.38 0925 3117 ADJ EST QUANTITY TO DATE 19,145.000 0926 9500*QCQA HOT MIX PRODUCTION BONUS LS 1.000 10,264.670 1.000 10,264.67 0930 3117 HOT MIX (TY D)(SURF)(CL A)(PG 76-22) MGR 1,179.200 1,630.898 52.400 85,459.06 0930 3117 ADJ EST QUANTITY TO DATE 1,426.370 0932 9500*QCQA HOT MIX PRODUCTION BONUS LS 1.000 551.170 1.000 551.17 0935 3135 FAST TRK CONC PV(CONT RNF HY STL)225MM M2 5,498.200 5,138.347 34.330 176,399.45 0936 4156*FLOWABLE BACKFILL M3 47.400 47.400 183.880 8,715.91 0940 4281 DECK DRAIN (HALF ROUND)(200 1 MM) M 70.000 70.000 87.280 6,109.60 0941 5001*TEMP METAL BM GD FENCE (12 GA) M 30.480 41.600 43.750 1,820.00 0945 5002 ROCK FILTER DAMS (TY 1) M 12.000 58.100 62.000 3,602.20 0950 5002 ROCK FILTER DAMS (REMOV & REPLAC)(TY 1) M 6.000 18.000 75.000 1,350.00 0955 5002 ROCK FILTER DAMS (REMOV)(TY 1) M 12.000 45.100 18.990 856.45 0960 5002 ROCK FILTER DAMS (TY 2) M 18.000 49.330 71.000 3,502.43 0965 5002 ROCK FILTER DAMS (REMOV & REPLAC)(TY 2) M 9.000 0.000 85.000 .00 0970 5002 ROCK FILTER DAMS (REMOV)(TY 2) M 18.000 49.330 20.000 986.60 0975 5002 ROCK FILTER DAMS (TY 3) M 28.000 33.850 90.000 3,046.50 0980 5002 ROCK FILTER DAMS (REMOV & REPLAC)(TY 3) M 14.000 38.000 100.000 3,800.00 0985 5002 ROCK FILTER DAMS (REMOV)(TY 3) M 28.000 33.850 22.000 744.70 0990 5005 EARTHWORK (EROSN CONT)(CL 2) M3 200.000 350.022 26.620 9,317.59 0995 5006 CONSTRUCT EXIT (TY 1) M2 2,000.000 0.000 7.500 .00 1000 5006 CONSTRUCT EXIT (REMOV & REPLAC)(TY 1) M2 1,000.000 0.000 7.500 .00 1005 5006 CONSTRUCT EXIT (REMOV)(TY 1) M2 2,000.000 0.000 2.500 .00 1010 5012 TEMP SEDMT CONT FENCE M 930.000 5,513.881 4.270 23,544.27 1015 5012 TEMP SEDMT CONT FENCE (REMOV & REPLAC) M 465.000 369.170 4.920 1,816.32 1020 5012 TEMP SEDMT CONT FENCE (REMOV) M 930.000 2,939.246 .660 1,939.90 1025 5027 LANDSCAPE PAVERS M2 691.700 446.400 40.000 17,856.00 1030 5098 QUADGD SYS (915MM)(TY CZ)(5 BAY) EA 4.000 0.000 14,000.000 .00 1030 5098 ADJ EST QUANTITY TO DATE 0.000 1035 5098 QUADGD SYS(RMV&RSET)(915MM)(TY CZ)5 EA 9.000 0.000 1,700.000 .00 1035 5098 ADJ EST QUANTITY TO DATE 0.000 1040 5098 QUADGD SYS (REMOVE)(915MM)(TY CZ)(5BAY) EA 4.000 0.000 800.000 .00 1040 5098 ADJ EST QUANTITY TO DATE 0.000 1045 5098 QUADGD SYS (915 MM)(TY CZ)(3 BAY) EA 2.000 0.000 11,000.000 .00 1045 5098 ADJ EST QUANTITY TO DATE 0.000 1050 5098 QUADGD (REMOV)(915 MM)(TY CZ)(3 BAY) EA 2.000 0.000 800.000 .00 1050 5098 ADJ EST QUANTITY TO DATE 0.000 1055 5098 QUADGD (RMV/RESET)(915 MM)(TY CZ)3 BAY EA 5.000 0.000 1,300.000 .00 1055 5098 ADJ EST QUANTITY TO DATE 0.000 1060 5119 SINGLE GDRAIL TERM (TY III) EA 1.000 1.000 1,900.000 1,900.00 1065 5397 REM,LAY & RLAY LANDSCAPE PAV UNTS 60MM M2 22.700 0.000 75.000 .00 1066 5415*DESKTOP MICROCOMPUTER EA 1.000 1.000 3,515.000 3,515.00 1 1067 5415*PRINTER EA 1.000 1.000 550.000 550.00 1068 5415*INTERNET SERVICE PROVIDER EA 1.000 1.000 1,940.000 1,940.00 1070 6006 PEDESTAL POLE ASSEM EA 5.000 6.000 800.000 4,800.00 1071 6056*PORT CHANGE MES SGN (TY I OR TY II) DAY 40.000 132.000 184.080 24,298.56 1075 6008 SALV TRAF SIGNALS EA 4.000 3.000 1,000.000 3,000.00 1080 9000*CHANGE ORDER NO. 4 (PARTNERING) LS 1.000 1.000 1,045.740 1,045.74 1081 9000*CHANGE ORDER #12 LS 1.000 2,191.100 1.000 2,191.10 1082 9000*CHANGE ORDER #14 EA 1.000 2,452.500 1.000 2,452.50 1083 9000*CHANGE ORDER #18 LS 1.000 0.000 1.000 .00 1090 9001*RELOCATE POLY GAS SERVICE LINE LS 1.000 1.000 17,330.000 17,330.00 1091 9005*WATER/SEWER LINE WORK (PIPELINE RD) LS 1.000 1.000 19,375.510 19,375.51 1092 9009*DRILL OPER CONTAMINATED SOIL LS 1.000 1.000 30,410.000 30,410.00 2000 9054*MBGF(RADIUS RAIL)(STL POST)(2.67MM) M 30.480 7.620 43.750 333.38 2010 9465*REMOV & RELOC INLET (COMPL)(SI-2)3050MM LS 1.000 1.000 6,130.640 6,130.64 2011 9006*REMOV EXIST 0.2 M SEWER M 12.200 12.200 70.000 854.00 2012 9006*FURN & INSTAL 0.25 M SEWER M 11.400 11.400 250.000 2,850.00 2013 9006*FURN & INSTALL 1.5 M DIA MANHOLE EA 1.000 1.000 6,000.000 6,000.00 2014 9006*ADJUST EXIST MANHOLE TOP EA 1.000 1.000 700.000 700.00 2015 9006*TRENCH SAFETY FOR SEWER LINE EA 12.000 12.000 20.000 240.00 2016 9006*FURN & INSTAL 0.6M WATER LINE(OPEN CUT) M 20.400 20.400 950.000 19,380.00 2017 9006*FURN&INSTALL 0.6M WATER LINE(IN CASING) M 8.400 8.400 1,500.000 12,600.00 2018 9006*FURN & INSTALL 0.9 STEEL CASING M 8.400 8.400 800.000 6,720.00 2019 9006*FURN & INSTALL 0.305 M IRON WATER PIPE M 11.600 11.600 600.000 6,960.00 2020 9006*FURN & INSTALL 0.30 M GATE VALVE EA 1.000 1.000 2,000.000 2,000.00 2021 9006*FURN & INSTALL CAST IRON FITTING KG 8,500.000 8,500.000 2.830 24,055.00 2022 9006*REMOVE EXISTING 0.305 M WATER LINE M 30.500 30.500 30.000 915.00 2023 9006*CUT REMOVE DRAIN & PLUG EXIST WATERLINE EA 9.000 9.000 2,000.000 18,000.00 2024 9006*TRENCH SAFETY FOR WATERLINE M 100.000 100.000 20.000 2,000.00 2025 9006*PAVEMENT REPAIR M2 250.000 250.000 65.000 16,250.00 2030 9010*DRILL SHAFT CONTAM SOIL(C.O. # 25) LS 1.000 1.000 18,982.040 18,982.04 2032 9000*CHANGE ORDER NO. 26 LS 857.070 0.000 1.000 .00 2035 9000*CHANGE ORDER NO. 27 LS 6,497.750 6,512.170 1.000 6,512.17 2040 9425*CONCRETE DIAPHRAMS EA 20.000 20.000 226.090 4,521.80 2045 9000*CHANGE ORDER NO. 28 LS 175.750 175.750 -1.000 -175.75 2050 9007*CEMENT MGR 85.579 233.103 95.100 22,168.10 1 2055 9007*CEM TRT (EXIST MATL)(DC)(200MM) M2 4,313.308 11,864.387 2.270 26,932.16 2060 9002*MANH (TOP) (TY V)MOD M 1.000 1.000 2,200.000 2,200.00 2065 9002*COLLAR (1050MM X 750MM) SPL EA 1.000 1.000 575.000 575.00 2070 9002*CAP EXISTING INLET (SPL) EA 1.000 1.000 550.000 550.00 2075 9035*FND FOR TRAFFIC SIGNAL (SPECIAL) EA 1.000 1.000 1,996.880 1,996.88 2076 9036*REPAIR PREST CONC BEAM TRINITY RAILWAY LS 1.000 1.000 3,732.630 3,732.63 2080 9036*DELIVERY FEE FOR TRAF SGNL POLE CO35 LS 1.000 1.000 129.000 129.00 2081 9037*ADDITIONAL DAYS GRANTED LTR 12-10-07 DAY 104.000 104.000 1,250.000 130,000.00 2082 9038*DISPUTE RESOLUTION (OVERHEAD) LS 1.000 1.000 60,176.000 60,176.00 0 SUBTOTAL BID ITEMS $ 10,569,121.09 0 TOTAL AMOUNT WORK DONE ALL ITEMS $ 10,569,121.09 0 TOTAL AMOUNT WORK DONE CONTROL 0747-03-073 $ 10,569,121.09 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS DIST. 02 COUNTY TARRANT STOCK ACCT 02-1-0323 0 4101 ALL ITEMS NET LENGTH 0.000 KILOMETERS 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 4105 9037*TRAF SGNL POLE AMMS (6.1M)ARM LUM CO35 EA 1.000 1.000 1,680.000 1,680.00 0 SUBTOTAL BID ITEMS $ 1,680.00 0 SPECIAL DEDUCTIONS - 0 LINE MATRL. NO MATERIAL DESCRIPTION UNIT QUANTITY UNIT AMOUNT NO. PRICE($) ($) - 4110 00000000775 ROW MARKERS EA 63.000 10.580 -666.54 0 TOTAL SPECIAL DEDUCTIONS - $ -666.54 0 TOTAL AMOUNT WORK DONE ALL ITEMS $ 1,680.00 TOTAL SPECIAL DEDUCTIONS ALL ITEMS $ -666.54 0 TOTAL AMOUNT WORK DONE STOCK ACCOUNT 02-1-0323 $ 1,680.00 1 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 1 MIS.CIS.04 CONSTRUCTION ESTIMATE COMBINED CONTRACT 2013051 MGR.NO. 052 PAGE 001 CONT 0747 SEC 03 JOB 073 RES ENGR SCHLUTER, MARK PROJ NH 2001(46) HWY FM 157 4504 BOAT CLUB RD. FORT W CNTY TARRANT DIST 02 CONTRACT PRICE $ 9,838,647.44 REPORT DATE 08/28/2009 10.56.27 CONTRACTOR ED BELL CONSTRUCTION COMPANY 230 EST PERIOD SEP 26,2001 TO JUL 29,2004 EST NO 040 & FINAL 0 ************************************************************************************************************************************- LIMITS - SH 10 IN EULESS SOUTH 0 TO ARLINGTON CITY LIMITS DATE WORK BEGAN OCT 30, 2001 WORKING DAYS USED 572 PERCENT COMPLETE 100.00 PERCENT TIME USED 138.80 DATE COMPLETED JUL 29 2004 0 CONTROL PROJECT DISTRICT HIGHWAY COUNTY 0 0747-03-073 NH 2001(46) 02 FM 157 TARRANT STOCK ACCT 0002-1-0323 02 TARRANT - ITEM DESCRIPTION UNIT ESTIMATED WORK DONE CONTRACT AMOUNT NO. QUANTITIES ON CONTRACT PRICE($) ($) - 0100 PREP ROW KM 2.545 2.545 148,024.210 376,721.61 0110 EXCAVATION (RDWY) M3 92,717.700 92,598.100 5.900 546,328.79 0110 ADJ EST QUANTITY TO DATE 92,598.100 0110 EXCAVATION (CHAN) M3 3,879.000 3,879.000 8.430 32,699.97 0132 EMBANK (DENS CONT)(TY D)(CL 3) M3 14,109.500 15,024.300 9.440 141,829.39 0132 ADJ EST QUANTITY TO DATE 15,024.300 0164 CELL FIB SEED (TEMP)(WARM) M2 16,836.000 8,087.355 .220 1,779.22 0164 CELL FIB SEED (TEMP)(COOL) M2 16,836.000 37,091.657 .220 8,160.16 0164 CELL FIB SEED (PERM)(URBAN)(CLAY) M2 67,344.000 13,466.855 .250 3,366.71 0168 VEGETATIVE WATERING KL 5,132.000 3,693.822 3.400 12,558.99 0247 FL BS (COMPL IN PLAC)(TY D GR6 CL 4) M3 75.730 673.348 155.330 104,591.14 0247 ADJ EST QUANTITY TO DATE 661.000 0260 LIME TREAT SUBGR (DC)(200 MM) M2 86,137.900 71,204.809 1.330 94,702.40 0260 ADJ EST QUANTITY TO DATE 81,384.292 0260 LIME (TY A(SLRY),TY B OR TY C(SLRY) MGR 1,534.700 1,283.269 92.860 119,164.36 0260 ADJ EST QUANTITY TO DATE 1,450.121 0305 SALV, HL & STKPL RCL APH PV(150-280 MM) M2 60,969.000 46,022.911 3.000 138,068.73 1 0360 CONC PAV (CONT REINF HY STL)(225 MM) M2 69,288.700 70,460.793 26.240 1,848,891.21 0360 ADJ EST QUANTITY TO DATE 69,234.700 0360 MONO CURB (125 MM) M 10,116.000 9,398.947 2.440 22,933.43 0402 TRENCH EXCAV PROTECTION M 2,511.200 2,659.475 3.280 8,723.08 0402 ADJ EST QUANTITY TO DATE 2,727.800 0403 TEMPORARY SPL SHORING (RAILROAD) M2 128.330 179.050 370.450 66,329.07 0416 DRILL SHAFT (450 MM) M 41.800 60.000 121.520 7,291.20 0416 ADJ EST QUANTITY TO DATE 60.000 0416 DRILL SHAFT (1200 MM) M 144.700 250.000 522.060 130,515.00 0416 ADJ EST QUANTITY TO DATE 250.000 0420 CL C CONC (ABUT) M3 119.200 119.200 581.440 69,307.65 0420 CL C CONC (BENT) M3 164.460 134.200 871.200 116,915.04 0420 ADJ EST QUANTITY TO DATE 134.200 0420 CL C CONC (TEMP HEADER) M 9.000 9.000 726.530 6,538.77 0422 REINF CONC SLAB M2 875.000 875.000 274.550 240,231.25 0425 PRESTR CONC BEAM (TY IV) M 765.560 765.560 261.570 200,247.53 0427 EPOXY WATERPROOFING M2 840.000 747.866 5.070 3,791.68 0432 RIPRAP (CONC)(CL B) M3 407.400 415.886 298.620 124,191.88 0432 RIPRAP (STONE)(TY R)(DRY) M3 463.500 394.914 48.000 18,955.87 0432 ADJ EST QUANTITY TO DATE 562.500 0444 BRIDGE PROTECT ASSEM EA 2.000 2.000 2,131.830 4,263.66 0450 RAIL (TY PR) M 21.400 34.160 194.290 6,636.95 0450 RAIL (TY C201) M 161.600 161.600 252.210 40,757.14 0450 RAIL (TY PR1) M 73.000 73.000 143.840 10,500.32 0462 CONC BOX CULV (1800 MM X 1200 MM) M 136.600 136.600 656.000 89,609.60 0462 CONC BOX CULV (2400 MM X 1200 MM) M 581.000 581.000 915.000 531,615.00 0462 CONC BOX CULV (2400 MM X 1500 MM) M 510.000 510.000 911.000 464,610.00 0462 CONC BOX CULV (2700 MM X 2100 MM) M 20.000 20.000 1,500.000 30,000.00 0464 RC PIPE (CL III) (600 MM) M 986.800 946.242 111.000 105,032.86 0464 ADJ EST QUANTITY TO DATE 1,026.100 0464 RC PIPE (CL III) (750 MM) M 194.400 371.500 129.000 47,923.50 0464 ADJ EST QUANTITY TO DATE 371.500 0464 RC PIPE (CL III) (900 MM) M 278.800 309.100 183.000 56,565.30 0464 ADJ EST QUANTITY TO DATE 309.100 0464 RC PIPE (CL III)(1050 MM) M 267.700 289.200 243.000 70,275.60 0464 ADJ EST QUANTITY TO DATE 289.200 0464 RC PIPE (CL III)(1200 MM) M 203.100 203.100 290.000 58,899.00 0464 RC PIPE (CL III)(1350 MM) M 345.400 345.400 365.000 126,071.00 0464 RC PIPE (CL III)(1650 MM) M 43.600 42.200 501.000 21,142.20 0464 ADJ EST QUANTITY TO DATE 42.200 0464 RC PIPE (CL III)(1800 MM) M 3.500 3.500 579.000 2,026.50 0465 INLET (COMPL)(TY SI-2)(3050 MM) EA 6.000 6.000 2,700.000 16,200.00 0465 INLET (COMPL)(TY SI-2)(4570 MM) EA 11.000 10.000 3,400.000 34,000.00 1 0465 INLET (COMPL)(TY E) EA 4.000 5.000 2,000.000 10,000.00 0465 INLET (COMP)(TY F) EA 5.000 5.000 1,700.000 8,500.00 0465 INLET (COMPL)(TY SI-2)(6095 MM) EA 11.000 11.000 4,000.000 44,000.00 0465 INLET (COMPL)(TY E-E) EA 7.000 7.000 4,000.000 28,000.00 0465 INLET (COMPL)(TY J) EA 6.000 7.000 2,350.000 16,450.00 0465 ADJ EST QUANTITY TO DATE 7.000 0465 INLET (COMPL)(TY SI-5)(4570 MM) EA 2.000 3.000 3,800.000 11,400.00 0465 INLET (COMPL)(TY SI-5)(O B)(6095 MM) EA 2.000 2.000 4,500.000 9,000.00 0465 INLET (COMPL)(TY SI-5)(O B)(1525 MM) EA 1.000 1.000 2,000.000 2,000.00 0466 WINGWALL (PW-45)(H=1200 MM) EA 2.000 2.000 4,500.000 9,000.00 0466 WINGWALL (PW-0-2.1)(H=2100 MM) EA 2.000 2.000 7,500.000 15,000.00 0466 WINGWALL (PW-0-1.2)(H=1200 MM) EA 1.000 1.000 4,000.000 4,000.00 0466 WINGWALL (PW-0-1.5)(H=1500MM) EA 1.000 1.000 5,000.000 5,000.00 0466 HEADWALL (CH-FW-0)(1800 MM) EA 1.000 1.000 3,800.000 3,800.00 0476 JACK OR BOR PIPE (RC)(CL V)( 900 MM) M 22.000 22.000 412.000 9,064.00 0476 JACK OR BOR PIPE (RC)(CL V)(1200 MM) M 22.500 22.500 477.000 10,732.50 0476 JACK OR BOR PIPE (RC)(CL V)(1350 MM) M 25.200 25.200 514.000 12,952.80 0476 JACK OR BOR PIPE (RC)(CL V)(1650 MM) M 26.000 26.000 591.000 15,366.00 0481 PVC PIPE (SCH 40)(150 MM) M 17.000 32.000 74.000 2,368.00 0481 PVC PIPE (SCH 40)(200 MM) M 68.000 41.610 74.000 3,079.14 0496 REMOV OLD STR (LARGE) EA 1.000 1.000 44,443.780 44,443.78 0500 MOBILIZATION LS 1.000 1.000 900,000.000 900,000.00 0502 BARRICADES, SIGNS AND TRAF HANDLE MO 15.000 24.000 10,435.000 250,440.00 0502 ADJ EST QUANTITY TO DATE 24.000 0512 PORT CONC TRF BAR LOW PRF(MOV & RESET) M 1,115.080 1,945.900 13.340 25,958.31 0512 ADJ EST QUANTITY TO DATE 1,798.700 0512 PORT CONC TRF BAR LOW PRF(REMOV) M 530.120 1,287.100 21.840 28,110.26 0512 ADJ EST QUANTITY TO DATE 1,287.100 0512 PORT CTB LOW PRF (STKPL,INSTL & RETRN) M 1,115.080 201.300 35.630 7,172.32 0512 ADJ EST QUANTITY TO DATE 201.300 0512 PORT CONC TRF BAR LOW PROF(FURN & INST) M 530.120 1,287.100 96.130 123,728.92 0512 ADJ EST QUANTITY TO DATE 1,287.100 0529 CONC CURB (DOWEL)(125 MM) M 93.000 205.940 27.840 5,733.37 0529 CONC CURB & GUTTER (TY 1)(125 MM) M 137.400 196.300 40.810 8,011.00 1 0530 DRVWYS (CONC)(150 MM) M2 2,055.900 2,707.752 34.970 94,690.09 0530 ADJ EST QUANTITY TO DATE 2,001.000 0530 DRVWY (ASPH-CONC PAV) M2 341.700 334.193 27.100 9,056.63 0530 DRIVEWAYS (BASE) M2 297.000 315.440 39.010 12,305.31 0530 ADJ EST QUANTITY TO DATE 261.000 0531 CONCRETE SIDEWALKS M2 372.900 438.919 23.800 10,446.27 0531 CONC SIDEWALK (WHEELCHAIR RAMP) EA 55.000 55.000 459.090 25,249.95 0538 ROW MARKERS (FURN & INSTALL)(TY II) EA 81.000 63.000 105.570 6,650.91 0556 PIPE UNDER (TY 1, 3, 5 OR 6)(150 MM) M 300.000 41.148 50.000 2,057.40 0580 PROJECT MAINT (MOWING) CYC 6.000 3.000 1,100.000 3,300.00 0580 PROJECT MAINT (LITTER PICKUP) CYC 18.000 23.000 430.000 9,890.00 0580 PROJECT MAINT (SWEEPING) CYC 18.000 29.000 633.330 18,366.57 0618 CONDUIT (RM)(50 MM) M 53.000 37.250 10.000 372.50 0618 ADJ EST QUANTITY TO DATE 75.000 0618 CONDUIT (PVC)(SCHD 40)(50 MM) M 1,217.000 1,493.218 12.000 17,918.62 0618 ADJ EST QUANTITY TO DATE 1,264.000 0618 CONDUIT (PVC)(SCHD 40)(100 MM) M 782.000 862.885 14.000 12,080.39 0618 ADJ EST QUANTITY TO DATE 699.000 0618 CONDUIT (PVC)(SCHD 40)(BORE)(50 MM) M 32.000 41.240 65.000 2,680.60 0618 CONDUIT (PVC)(SCHD 40)(BORE)(100 MM) M 172.000 102.464 95.000 9,734.08 0620 ELEC CONDUCTOR (NO. 6) BARE M 1,057.000 868.000 .490 425.32 0620 ADJ EST QUANTITY TO DATE 868.000 0620 ELEC CONDUCTOR (NO. 6) INSULATED M 98.000 142.000 2.000 284.00 0620 ADJ EST QUANTITY TO DATE 142.000 0624 GROUND BOX TY D (162922) W/APRON EA 55.000 51.750 495.000 25,616.25 0624 GROUND BOX TY E (122317) W/APRON EA 25.000 30.000 495.000 14,850.00 0624 ADJ EST QUANTITY TO DATE 29.000 0628 ELEC SERV TY T(120)000(NS)AL(E)OT(O) EA 5.000 5.000 3,500.000 17,500.00 0644 SMALL RDSD SGN ASSM (TY A) EA 88.000 96.000 250.000 24,000.00 0656 FND FOR TRAF SIG (600 MM DRIL SHFT) M 8.000 9.600 375.000 3,600.00 0656 ADJ EST QUANTITY TO DATE 9.600 0656 FND FOR TRAF SIG (750 MM DRIL SHFT) M 15.500 15.500 375.000 5,812.50 0656 FND FOR TRAF SIG (TYA)(900MM DRIL SHFT) M 40.700 48.100 375.000 18,037.50 0656 ADJ EST QUANTITY TO DATE 48.100 0656 TRAF SIG CNTRL FND (CITY TYPE) EA 5.000 5.000 375.000 1,875.00 1 0658 DEL ASM TY A (D-SW) FLEX (1.7 M) EA 26.000 13.000 30.000 390.00 0658 OBJ MRK ASM TY 2 FLEX (OM-2VP) (1.7 M) EA 33.000 33.000 30.000 990.00 0658 OBJ MRK ASM TY 3 (OM-3L) EA 4.000 4.000 80.000 320.00 0658 OBJ MRK ASM TY 3 (OM-3R) EA 4.000 4.000 80.000 320.00 0658 OBJ MRK ASM OB-3F EA 1.000 1.000 25.000 25.00 0662 WRK ZN PAV MRK REMOV (W) (SLD) (100 MM) M 15,296.000 14,455.735 2.750 39,753.27 0662 WRK ZN PAV MRK REMOV (W) (BRK) (100 MM) M 1,415.000 450.000 4.000 1,800.00 0662 WRK ZN PAV MRK REMOV (W) (SLD) (200 MM) M 1,985.000 1,127.970 4.000 4,511.88 0662 WRK ZN PAV MRK REMOV (W) (SLD) (600 MM) M 221.000 174.142 22.000 3,831.12 0662 WRK ZN PAV MRK REMOV (Y) (SLD)(100 MM) M 19,569.000 16,515.022 2.750 45,416.31 0662 WRK ZN PAV MRK NON-REMV (W)(SLD)100 MM M 3,574.000 5,124.700 1.150 5,893.41 0662 WRK ZN PAV MRK NON-REMV (W)(SLD)200 MM M 268.000 268.000 2.200 589.60 0662 WRK ZN PAV MRK NON-REMV (W)(SLD)600 MM M 40.000 13.200 15.000 198.00 0662 WRK ZN PAV MRK NON-REMV (Y)(SLD)100 MM M 3,556.000 9,622.200 1.250 12,027.75 0666 REFL PAV MRK TY I (W) (SLD) (100 MM) M 7,835.000 7,835.000 1.300 10,185.50 0666 REFL PAV MRK TY I (W) (BRK) (100 MM) M 3,155.000 3,855.000 2.300 8,866.50 0666 REFL PAV MRK TY I (W) (SLD) (200 MM) M 1,970.000 1,970.000 4.600 9,062.00 0666 REFL PAV MRK TY I (W) (LNDP) (300 MM) M 780.000 835.600 8.000 6,684.80 0666 REFL PAV MRK TY I (W) (SLD) (600 MM) M 200.000 262.600 14.000 3,676.40 0666 REFL PAV MRK TY I (W) (ARROW) EA 68.000 53.000 95.000 5,035.00 0666 REFL PAV MRK TY I (W) (TND ARROW) EA 15.000 14.000 170.000 2,380.00 0666 REFL PAV MRK TY I (W) (WORD) EA 83.000 59.000 130.000 7,670.00 0666 REFL PAV MRK TY I (Y) (SLD) (100 MM) M 5,590.000 6,400.200 1.500 9,600.30 0666 REFL PAV MRK TY II (W) (SLD) (100 MM) M 7,835.000 7,555.400 .800 6,044.32 0666 REFL PAV MRK TY II (W) (BRK) (100 MM) M 3,155.000 4,380.000 .800 3,504.00 0666 REFL PAV MRK TY II (W) (SLD) (200 MM) M 1,970.000 2,269.300 1.600 3,630.88 0666 REFL PAV MRK TY II (W) (SLD) (300 MM) M 780.000 835.600 4.000 3,342.40 0666 REFL PAV MRK TY II (W) (SLD) 1 (600 MM) M 200.000 262.600 8.000 2,100.80 0666 REFL PAV MRK TY II (W) (ARROW) EA 68.000 53.000 40.000 2,120.00 0666 REFL PAV MRK TY II (W) (TND ARROW) EA 15.000 14.000 50.000 700.00 0666 REFL PAV MRK TY II (W) (WORD) EA 83.000 59.000 40.000 2,360.00 0666 REFL PAV MRK TY II (Y) (SLD) (100 MM) M 5,590.000 7,226.800 .800 5,781.44 0672 RAIS PAV MRKR CL B (REFL) TY II-C-R EA 550.000 641.000 5.250 3,365.25 0677 ELIM EXT PAV MRK & MRKR (100 MM) M 12,609.000 7,259.300 1.500 10,888.95 0677 ELIM EXT PAV MRK & MRKR (200 MM) M 647.000 203.600 3.000 610.80 0677 ELIM EXT PAV MRK & MRKR (600 MM) M 122.000 53.000 9.000 477.00 0677 ELIM EXT PAV MRK & MRKR (ARROW) EA 6.000 6.000 50.000 300.00 0677 ELIM EXT PAV MRK & MRKR (WORD) EA 6.000 2.000 50.000 100.00 0677 ELIM EXT PAV MRK & MRKR (RAIS PAV MRKR) EA 987.000 701.000 .800 560.80 0678 PAV SURF PREP FOR MRK (BLAST CLN)100MM M 16,580.000 17,820.600 .800 14,256.48 0678 PAV SURF PREP FOR MRK (BLAST CLN)200MM M 1,970.000 1,970.000 1.600 3,152.00 0678 PAV SURF PREP FOR MRK (BLAST CLN)300MM M 780.000 835.600 4.000 3,342.40 0678 PAV SURF PREP FOR MRK (BLAST CLN)600MM M 200.000 262.600 7.000 1,838.20 0678 PAV SURF PREP FOR MRKS (BLAST CLN)(ARW) EA 83.000 67.000 40.000 2,680.00 0678 PAV SURF PREP FOR MRKS (BLAST CLN)(WRD) EA 83.000 59.000 40.000 2,360.00 0680 INSTAL OF HWY TRAF SIG (ISOLATED) EA 5.000 5.000 11,000.000 55,000.00 0681 TEMP TRAF SIGNALS FOR CONSTRUCTION EA 2.000 2.000 41,000.000 82,000.00 0682 VEH SIG SEC (300 MM) EA 157.000 175.000 300.000 52,500.00 0682 ADJ EST QUANTITY TO DATE 176.000 0682 PED SIG SEC (2 INDICATIONS IN 1 SEC) EA 28.000 28.000 375.000 10,500.00 0682 BACK PLATE (3 SEC) (300 MM) EA 33.000 34.000 25.000 850.00 0682 ADJ EST QUANTITY TO DATE 34.000 0682 BACK PLATE (4 SEC) (300 MM) EA 2.000 16.000 30.000 480.00 0682 ADJ EST QUANTITY TO DATE 16.000 0682 BACK PLATE (5 SEC) (300 MM) EA 10.000 2.000 35.000 70.00 0682 ADJ EST QUANTITY TO DATE 2.000 0682 LOUVER (ADJUSTABLE) (300 MM) EA 157.000 34.000 35.000 1,190.00 0682 ADJ EST QUANTITY TO DATE 176.000 1 0684 TRAF SIG CBL (TY A)(6 CONDR)(12 AWG) M 988.000 634.000 1.590 1,008.06 0684 ADJ EST QUANTITY TO DATE 634.000 0684 TRAF SIG CBL (TY A)(16 CONDR)(12 AWG) M 886.000 1,175.917 .490 576.20 0684 ADJ EST QUANTITY TO DATE 721.000 0684 TRAF SIG CBL (TY C) (2 CONDR)(14 AWG) M 7,898.000 14,147.099 1.500 21,220.65 0684 ADJ EST QUANTITY TO DATE 7,938.000 0686 TRAF SIG POLE ASM (STL)1 ARM( 6.1 M)LUM EA 3.000 2.000 4,500.000 9,000.00 0686 ADJ EST QUANTITY TO DATE 2.000 0686 TRAF SIG POLE ASM (STL)1 ARM( 8.5 M)LUM EA 2.000 2.000 4,700.000 9,400.00 0686 TRAF SIG POLE ASM (STL)1 ARM(14.6 M)LUM EA 11.000 13.000 5,000.000 65,000.00 0686 ADJ EST QUANTITY TO DATE 13.000 0688 PED DETECT (PUSH BTN) EA 28.000 28.000 100.000 2,800.00 0688 VEH DETECT (SAWCUT) M 4,581.000 4,355.279 21.000 91,460.86 0688 ADJ EST QUANTITY TO DATE 4,650.000 1009 COMPOST MANF TPSL (BOS)(CLASS 2) M2 67,344.000 42,296.055 .850 35,951.65 3117 HOT MIX (TY B)(BASE)(PG 64-22) MGR 4,480.100 5,971.770 34.300 204,831.71 3117 ADJ EST QUANTITY TO DATE 4,823.100 3117 HOT MIX (TY D)(UNDERLAYMENT)(PG 64-22) MGR 19,157.700 18,666.290 34.400 642,120.38 3117 ADJ EST QUANTITY TO DATE 19,145.000 3117 HOT MIX (TY D)(SURF)(CL A)(PG 76-22) MGR 1,179.200 1,630.898 52.400 85,459.06 3117 ADJ EST QUANTITY TO DATE 1,426.370 3135 FAST TRK CONC PV(CONT RNF HY STL)225MM M2 5,498.200 5,138.347 34.330 176,399.45 4281 DECK DRAIN (HALF ROUND)(200 MM) M 70.000 70.000 87.280 6,109.60 5002 ROCK FILTER DAMS (TY 1) M 12.000 58.100 62.000 3,602.20 5002 ROCK FILTER DAMS (REMOV & REPLAC)(TY 1) M 6.000 18.000 75.000 1,350.00 5002 ROCK FILTER DAMS (REMOV)(TY 1) M 12.000 45.100 18.990 856.45 5002 ROCK FILTER DAMS (TY 2) M 18.000 49.330 71.000 3,502.43 5002 ROCK FILTER DAMS (REMOV)(TY 2) M 18.000 49.330 20.000 986.60 5002 ROCK FILTER DAMS (TY 3) M 28.000 33.850 90.000 3,046.50 5002 ROCK FILTER DAMS (REMOV & REPLAC)(TY 3) M 14.000 38.000 100.000 3,800.00 5002 ROCK FILTER DAMS (REMOV)(TY 3) M 28.000 33.850 22.000 744.70 5005 EARTHWORK (EROSN CONT)(CL 2) M3 200.000 350.022 26.620 9,317.59 5012 TEMP SEDMT CONT FENCE M 930.000 5,513.881 4.270 23,544.27 5012 TEMP SEDMT CONT FENCE (REMOV 1 & REPLAC) M 465.000 369.170 4.920 1,816.32 5012 TEMP SEDMT CONT FENCE (REMOV) M 930.000 2,939.246 .660 1,939.90 5027 LANDSCAPE PAVERS M2 691.700 446.400 40.000 17,856.00 5119 SINGLE GDRAIL TERM (TY III) EA 1.000 1.000 1,900.000 1,900.00 6006 PEDESTAL POLE ASSEM EA 5.000 6.000 800.000 4,800.00 6008 SALV TRAF SIGNALS EA 4.000 3.000 1,000.000 3,000.00 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 0 0460* CMP (GAL STL 600 MM) M 5.400 5.400 111.000 599.40 0466* HEADWALL (CH-PW-0)(600 MM) EA 1.000 1.000 1,924.820 1,924.82 0479* ADJ MANH (STORM SEWER) EA 3.000 3.000 4,952.850 14,858.55 0540* MTL BEAM GD FEN (TIM POST)(2.67 MM) M 212.650 212.400 34.000 7,221.60 0686* TRAF SIG POLE ASM (STL)1 ARM(11.0 M)LUM EA 1.000 1.000 4,850.000 4,850.00 4156* FLOWABLE BACKFILL M3 47.400 47.400 183.880 8,715.91 5001* TEMP METAL BM GD FENCE (12 GA) M 30.480 41.600 43.750 1,820.00 5415* DESKTOP MICROCOMPUTER EA 1.000 1.000 3,515.000 3,515.00 5415* PRINTER EA 1.000 1.000 550.000 550.00 5415* INTERNET SERVICE PROVIDER EA 1.000 1.000 1,940.000 1,940.00 6056* PORT CHANGE MES SGN (TY I OR TY II) DAY 40.000 132.000 184.080 24,298.56 9000* CHANGE ORDER NO. 4 (PARTNERING) LS 1.000 1.000 1,045.740 1,045.74 9000* CHANGE ORDER #12 LS 1.000 2,191.100 1.000 2,191.10 9000* CHANGE ORDER #14 EA 1.000 2,452.500 1.000 2,452.50 9000* CHANGE ORDER NO. 27 LS 6,497.750 6,512.170 1.000 6,512.17 9000* CHANGE ORDER NO. 28 LS 175.750 175.750 -1.000 -175.75 9001* RELOCATE POLY GAS SERVICE LINE LS 1.000 1.000 17,330.000 17,330.00 9002* COLLAR (1050MM X 750MM) SPL EA 1.000 1.000 575.000 575.00 9002* MANH (TOP) (TY V)MOD M 1.000 1.000 2,200.000 2,200.00 9002* CAP EXISTING INLET (SPL) EA 1.000 1.000 550.000 550.00 9005* WATER/SEWER LINE WORK (PIPELINE RD) LS 1.000 1.000 19,375.510 19,375.51 9006* REMOV EXIST 0.2 M SEWER M 12.200 12.200 70.000 854.00 9006* FURN & INSTAL 0.25 M SEWER M 11.400 11.400 250.000 2,850.00 9006* FURN & INSTALL 1.5 M DIA MANHOLE EA 1.000 1.000 6,000.000 6,000.00 9006* ADJUST EXIST MANHOLE TOP EA 1.000 1.000 700.000 700.00 9006* TRENCH SAFETY FOR SEWER LINE EA 12.000 12.000 20.000 240.00 9006* FURN & INSTAL 0.6M WATER LINE(OPEN CUT) M 20.400 20.400 950.000 19,380.00 9006* FURN&INSTALL 0.6M WATER LINE(IN CASING) M 8.400 8.400 1,500.000 12,600.00 9006* FURN & INSTALL 0.9 STEEL CASING M 8.400 8.400 800.000 6,720.00 9006* FURN & INSTALL 0.305 M IRON 1 WATER PIPE M 11.600 11.600 600.000 6,960.00 9006* FURN & INSTALL 0.30 M GATE VALVE EA 1.000 1.000 2,000.000 2,000.00 9006* FURN & INSTALL CAST IRON FITTING KG 8,500.000 8,500.000 2.830 24,055.00 9006* REMOVE EXISTING 0.305 M WATER LINE M 30.500 30.500 30.000 915.00 9006* CUT REMOVE DRAIN & PLUG EXIST WATERLINE EA 9.000 9.000 2,000.000 18,000.00 9006* TRENCH SAFETY FOR WATERLINE M 100.000 100.000 20.000 2,000.00 9006* PAVEMENT REPAIR M2 250.000 250.000 65.000 16,250.00 9007* CEMENT MGR 85.579 233.103 95.100 22,168.10 9007* CEM TRT (EXIST MATL)(DC)(200MM) M2 4,313.308 11,864.387 2.270 26,932.16 9009* DRILL OPER CONTAMINATED SOIL LS 1.000 1.000 30,410.000 30,410.00 9010* DRILL SHAFT CONTAM SOIL(C.O. # 25) LS 1.000 1.000 18,982.040 18,982.04 9035* FND FOR TRAFFIC SIGNAL (SPECIAL) EA 1.000 1.000 1,996.880 1,996.88 9036* REPAIR PREST CONC BEAM TRINITY RAILWAY LS 1.000 1.000 3,732.630 3,732.63 9036* DELIVERY FEE FOR TRAF SGNL POLE CO35 LS 1.000 1.000 129.000 129.00 9037* ADDITIONAL DAYS GRANTED LTR 12-10-07 DAY 104.000 104.000 1,250.000 130,000.00 9037* TRAF SGNL POLE AMMS (6.1M)ARM LUM CO35 EA 1.000 1.000 1,680.000 1,680.00 9038* DISPUTE RESOLUTION (OVERHEAD) LS 1.000 1.000 60,176.000 60,176.00 9054* MBGF(RADIUS RAIL)(STL POST)(2.67MM) M 30.480 7.620 43.750 333.38 9425* CONCRETE DIAPHRAMS EA 20.000 20.000 226.090 4,521.80 9465* REMOV & RELOC INLET (COMPL)(SI-2)3050MM LS 1.000 1.000 6,130.640 6,130.64 9500* QCQA HOT MIX PRODUCTION BONUS LS 3.000 11,928.160 1.000 11,928.16 0 SUBTOTAL BID ITEMS $ 10,570,801.09 0 CONTRACT TOTAL ALL ITEMS $ 10,570,801.09 SPECIAL DEDUCTIONS 0 UNIT AMOUNT MATRL. NO. MATERIAL DESCRIPTION UNIT QUANTITY PRICE ($) ($) 0 00000000775 ROW MARKERS EA 63.000 10.580 -666.54 0 TOTAL SPECIAL DEDUCTIONS $ -666.54 0 CONTRACT TOTAL SPECIAL DEDUCTIONS $ -666.54 1 MIS.CIS.05 CONSTR ESTIMATE DISTRIBUTION CONTRACT 2013051 MGR.NO. 052 PAGE 001 CONT 0747 SEC 03 JOB 073 RES ENGR SCHLUTER, MARK PROJ NH 2001(46) HWY FM 157 4504 BOAT CLUB RD. FORT W CNTY TARRANT DIST 02 CONTRACT PRICE $ 9,838,647.44 REPORT DATE 08/28/2009 10.56.27 CONTRACTOR ED BELL CONSTRUCTION COMPANY 230 EST PERIOD SEP 26,2001 TO JUL 29,2004 EST NO 040 & FINAL ********************************************************************************************************************************** CO NO PROJECT CONT SEC JOB LINE NO TOTAL AMOUNT .00 % DIFFERENCE LESS TOTAL LESS LIQ DIFFERENCE LESS PREV AMOUNT DUE WORK DONE RETAINAGE SPL DEDUCTS DAMAGE PAYMENTS THIS EST TOTAL ( %) PREV BALANCE BANK RELEASE BANK REFUND NEW BALANCE DEP IN TRST RETAINAGE IN TRUST TO CONTRACTOR TO STATE IN TRUST THIS EST ********************************************************************************************************************************** 220 NH 2001(46) 0747-03-073 10,569,121.09 .00 10,569,121.09 .00 200,000.00 10,369,121.09 10,126,770.09 242,351.00 .00 .00 .00 .00 .00 .00 ---------------------------------------------------------------------------------------------------------------------------------- 220 STOCK ACCT 02-1-0323 0747-03-073 4100 1,680.00 .00 1,680.00 .00 200,000.00 1,680.00 1,680.00 .00 .00 .00 .00 .00 .00 .00 ---------------------------------------------------------------------------------------------------------------------------------- 0 ********************************** TOTALS ***************************************************************************** TOTAL AMOUNT .00 % DIFFERENCE LESS TOTAL LESS LIQ DIFFERENCE LESS PREV AMOUNT DUE WORK DONE RETAINAGE SPL DEDUCTS DAMAGE PAYMENTS THIS EST TOTAL ( %) PREV BALANCE BANK RELEASE BANK REFUND NEW BALANCE DEP IN TRST RETAINAGE IN TRUST TO CONTRACTOR TO STATE IN TRUST THIS EST ********************************************************************************************************************************** 10,570,801.09 .00 10,570,801.09 .00 200,000.00 10,370,801.09 10,128,450.09 242,351.00 .00 .00 .00 .00 .00 .00 ---------------------------------------------------------------------------------------------------------------------------------- 0 INPUT PROOF READ BY- SUPPORTING PAPERS OK ------------------------------ ---------------------------- 0 **APPROVED BY** DATE --------------------------------------------- AREA/PROJECT ENGINEER 0 DATE --------------------------------------------- DISTRICT ENGINEER 1 MIS.CIS.07 WORK PERFORMED THIS PERIOD CONTRACT 2013051 MGR.NO. 052 PAGE 001 CONT 0747 SEC 03 JOB 073 RES ENGR SCHLUTER, MARK PROJ NH 2001(46) HWY FM 157 4504 BOAT CLUB RD. FORT W CNTY TARRANT DIST 02 CONTRACT PRICE $ 9,838,647.44 REPORT DATE 08/28/2009 10.56.35 CONTRACTOR ED BELL CONSTRUCTION COMPANY 230 EST PERIOD SEP 26,2001 TO JUL 29,2004 EST NO 040 & FINAL ********************************************************************************************************************* - CONTROL PROJECT DISTRICT HIGHWAY COUNTY 0747-03-073 NH 2001(46) 02 FM 157 TARRANT - LIMITS - SH 10 IN EULESS SOUTH TO ARLINGTON CITY LIMITS LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES THIS ESTIMATE PRICE($) ($) 0 440 0502 BARRICADES, SIGNS AND TRAF MO 15.000 5.000 10,435.000 52,175.00 HANDLE 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 0 2081 9037* ADDITIONAL DAYS GRANTED LTR DAY 0.000 104.000 1,250.000 130,000.00 12-10-07 2082 9038* DISPUTE RESOLUTION LS 0.000 1.000 60,176.000 60,176.00 (OVERHEAD) 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 0 --------------- - TOTAL BID ITEMS DONE THIS ESTIMATE - $ 242,351.00 0 TOTAL AMOUNT WORK DONE TO DATE - $ 10,570,801.09