1MIS.CIS.01 CONTRACT TIME STATEMENT CONTRACT 9983043 MGR.NO. 052 PAGE 001 CONT 0675 SEC 01 JOB 034 RES ENGR HUNTER, THOMAS PROJ CC 675-1-34 HWY IH 45 580 IH 45 NORTH HUNTSVILL CNTY FREESTONE DIST 17 CONTRACT PRICE $ 2,586,429.16 REPORT DATE 06/06/2008 08.59.27 CONTRACTOR A. L. HELMCAMP, INC. 6559 EST PERIOD DEC 02,1998 TO MAY 02,2000 EST NO 021 & FINAL --------------------------------------------------------------------------------------------------------- DATE WORK BEGAN DEC 02, 1998 TIME COMPUTED FROM DEC 02, 1998 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 = 150 490 281 209 BROUGHT FORWARD ADDL DAYS GRANTED = 133 MAY 00 1 1 WORK COMPLETED TOTAL DAYS ALLOWED = 283 2 1 WORK ACCEPTED DATE WORK COMPLETED 05/02/00 DAYS CHARGED TO DATE = 281 ASSESSED LIQ DAMAGES = 0 LIQ DAMAGE RATE $ 1,000 0 LIQUIDATED DAMAGES 0 DAYS AT $ 1,000 PER DAY TOTAL = $ .00 0 CERTIFIED AS CORRECT AND ONE COPY HAS BEEN GIVEN TO THE CONTRACTOR - ---------------------------- AREA/PROJECT ENGINEER - - - - - ----- ----- ----- 492 281 211 0 SATURDAY 0 SUNDAY 0 HOLIDAY 1 WORK COMPLETED 1 WORK ACCEPTED 1MIS.CIS.03 CONSTRUCTN ESTIMATE BREAKDOWN CONTRACT 9983043 MGR.NO. 052 PAGE 001 CONT 0675 SEC 01 JOB 034 RES ENGR HUNTER, THOMAS PROJ CC 675-1-34 HWY IH 45 580 IH 45 NORTH HUNTSVILL CNTY FREESTONE DIST 17 CONTRACT PRICE $ 2,586,429.16 REPORT DATE 06/06/2008 08.59.27 CONTRACTOR A. L. HELMCAMP, INC. 6559 EST PERIOD DEC 02,1998 TO MAY 02,2000 EST NO 021 & FINAL DIST. 17 COUNTY FREESTONE CONTROL 0675-01-034 PROJECT CC 675-1-34 HIGHWAY IH 45 0LIMITS- STATION 35+143 STA 35+796 0TYPE OF WORK- GRADING, STRS, BASE AND SURFACING 0 0005 PREPARED BY: LONNY G. TRAWEEK, P.E., DIST ENGINEER 0 0055 ROADWAY NET LENGTH 0.653 KILOMETERS 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 0060 0100 PREP ROW KM 1.761 1.761 34,000.000 59,874.00 0065 0104 REMOV CONC (RIPRAP) M2 1,833.000 1,833.000 5.000 9,165.00 0070 0110 EXCAVATION (RDWY) M3 221,426.000 224,475.000 2.870 644,243.25 0070 0110 ADJ EST QUANTITY TO DATE 224,475.000 0075 0160 FURN AND PLAC TPSL (CL 2)(100 MM) M2 55,203.000 55,150.640 .300 16,545.19 0075 0160 ADJ EST QUANTITY TO DATE 55,151.000 0080 0164 STRAW OR HAY MULCH SEEDING M2 55,203.000 55,147.500 .110 6,066.23 0080 0164 ADJ EST QUANTITY TO DATE 55,151.000 0085 0168 VEGETATIVE WATERING KL 2,485.000 2,346.948 2.500 5,867.37 0090 0169 SOIL RET BLNKT (CL 1)(TY D) M2 7,388.000 549.200 .750 411.90 0095 0247 FL BS (COMPL IN PLAC)(TY A GR2 CL 4) M3 1,952.000 2,335.660 34.000 79,412.44 0095 0247 ADJ EST QUANTITY TO DATE 2,204.000 0100 0247 FL BS (CMPL IN PLC)(TYA GR2 CL5)330MM M2 21,416.000 17,603.000 13.000 228,839.00 0100 0247 ADJ EST QUANTITY TO DATE 21,091.000 0105 0251 REWORKING BS MATL (OC)(TYC CL2)330MM M2 3,488.000 0.000 1.500 .00 0110 0260 LIME TREAT SUBGR (DC)(250 MM) M2 22,538.000 22,269.520 3.300 73,489.42 0110 0260 ADJ EST QUANTITY TO DATE 22,139.000 0115 0260 LIME (TY A SLURRY OR TY C DRY) MGR 609.000 601.394 104.000 62,544.98 0115 0260 ADJ EST QUANTITY TO DATE 598.000 0120 0316 AGGR (TY B GR5) M3 128.000 132.000 120.000 15,840.00 0125 0316 AGGR (TY PB GR3) M3 179.000 187.000 135.000 25,245.00 0130 0316 AGGR (TY PB, GR 4) M3 149.000 0.000 88.000 .00 0130 0316 ADJ EST QUANTITY TO DATE 0.000 1 0135 0316 ASPH (RC 250) L 17,928.000 14,391.000 .400 5,756.40 0140 0316 ASPH (AC-15P OR CRS-1P) L 53,784.000 28,662.000 .380 10,891.56 0140 0316 ADJ EST QUANTITY TO DATE 28,685.000 0145 0402 TRENCH EXCAV PROTECTION M 541.000 472.600 21.000 9,924.60 0145 0402 ADJ EST QUANTITY TO DATE 516.000 0150 0420 CL C CONC (CHANNEL) M3 208.000 217.780 560.000 121,956.80 0150 0420 ADJ EST QUANTITY TO DATE 216.000 0155 0420 CL C CONC (TIE-BEAM) M3 149.140 149.140 350.000 52,199.00 0160 0423 RETAINING WALL (SOIL NAILED) M2 807.784 807.784 202.000 163,172.37 0165 0432 RIPRAP (CONC)(CL B) M3 745.000 1,005.800 325.000 326,885.00 0165 0432 ADJ EST QUANTITY TO DATE 1,004.900 0170 0432 RIPRAP (STONE)(COMMON)(DRY) M3 26.000 186.400 90.000 16,776.00 0170 0432 ADJ EST QUANTITY TO DATE 186.400 0175 0460 CMP (ALUM COAT STL 600 MM) M 65.000 14.000 85.000 1,190.00 0175 0460 ADJ EST QUANTITY TO DATE 14.000 0180 0460 CMP (ALUM COAT STL 900 MM) M 26.000 26.000 120.000 3,120.00 0185 0460 CMP (ALUM COAT STL)300 MM M 71.000 58.000 70.000 4,060.00 0190 0464 RC PIPE (CL III) (600 MM) M 35.000 35.000 90.000 3,150.00 0195 0464 RC PIPE (CL III) (900 MM) M 53.900 53.900 140.000 7,546.00 0200 0464 RC PIPE (CL III)(1350 MM) M 278.400 227.600 295.000 67,142.00 0200 0464 ADJ EST QUANTITY TO DATE 227.600 0205 0465 INLET (COMPL)(TY H) EA 2.000 2.000 2,400.000 4,800.00 0210 0465 MANH (COMPL)(TY M) EA 2.000 2.000 3,900.000 7,800.00 0215 0466 HEADWALL (CH-FW-0)(600 MM) EA 1.000 1.000 1,300.000 1,300.00 0220 0466 HEADWALL (CH-FW-0)(900 MM) EA 2.000 3.000 2,500.000 7,500.00 0225 0466 HEADWALL (CH-FW-30)(900 MM) EA 1.000 0.000 2,550.000 .00 0230 0466 HEADWALL (CH-FW-0)(1350 MM) EA 1.000 1.000 5,400.000 5,400.00 0235 0466 HEADWALL (CH-FW-45)(1350 MM) EA 1.000 1.000 4,200.000 4,200.00 0240 0467 SET (TY II)( 600 MM)(RCP)(1:3) EA 1.000 2.000 680.000 1,360.00 0240 0467 ADJ EST QUANTITY TO DATE 2.000 0245 0467 SET (TY II)( 600 MM)(CMP)(1:3) EA 1.000 0.000 680.000 .00 0245 0467 ADJ EST QUANTITY TO DATE 0.000 0250 0467 SET (TY II)( 900 MM)(CMP)(1:3)(C) EA 2.000 2.000 990.000 1,980.00 0255 0467 SET (TY II)( 600 MM)(RCP)(1:4)(C) EA 2.000 2.000 850.000 1,700.00 0260 0500 MOBILIZATION LS 1.000 1.000 250,000.000 250,000.00 0265 0502 BARRICADES, SIGNS AND TRAF HANDLE MO 7.000 15.000 4,000.000 60,000.00 0265 0502 ADJ EST QUANTITY TO DATE 15.000 0270 0508 CONSTRUCT DETOURS (CL 4) EA 1.000 0.000 9,700.000 .00 0275 0512 PORT CONC TRAF BAR (FURN & INSTL) M 590.000 192.024 90.000 17,282.16 0280 0512 PORT CONC TRAF BAR (MOVE & RESET) M 1,590.000 1,197.860 9.000 10,780.74 0285 0512 PORT CONC TRAF BAR (REMOVE) M 590.000 192.024 19.000 3,648.46 0290 0530 DRVWYS (BASE)(TY I) EA 1.000 1.000 800.000 800.00 0295 0540 TERM ANCHOR SECT (3.43 MM) EA 16.000 14.000 285.000 3,990.00 0295 0540 ADJ EST QUANTITY TO DATE 14.000 1 0300 0540 MTL BM GD FEN (BLK OUT)TIM POST 3.43 MM M 1,375.000 1,322.070 37.000 48,916.59 0300 0540 ADJ EST QUANTITY TO DATE 1,322.070 0305 0618 CONDUIT (RM)(100 MM) M 160.000 184.400 21.000 3,872.40 0305 0618 ADJ EST QUANTITY TO DATE 184.400 0310 0644 SMALL RDSD SGN ASSM (TY A) EA 8.000 8.000 240.000 1,920.00 0315 0658 OBJ MRK ASM TY 2 FLEX (OM-2VP) (2.0 M) EA 16.000 16.000 30.000 480.00 0320 0662 WRK ZN PAV MRK SH TRM (TAB) TY Y-2 EA 296.000 150.000 1.000 150.00 0325 0666 REFL PAV MRK TY I (W) (SLD) (100 MM) M 3,522.000 3,522.000 .820 2,888.04 0330 0666 REFL PAV MRK TY I (W) (SLD) (300 MM) M 12.000 24.000 10.020 240.48 0335 0666 REFL PAV MRK TY I (Y) (SLD) (100 MM) M 3,432.000 3,432.000 .950 3,260.40 0340 0672 RAIS PAV MRKR CL B (REFL) TY II-A-A EA 153.000 153.000 6.830 1,044.99 0345 1006 TREE PROTECTION (PROTECTIVE FENCE) M 100.000 0.000 15.000 .00 0350 5002 ROCK FILTER DAMS (TY 1) M 166.000 114.000 62.000 7,068.00 0355 5002 ROCK FILTER DAMS (REMOV & REPLAC)(TY 1) M 62.000 0.000 8.000 .00 0360 5002 ROCK FILTER DAMS (REMOV)(TY 1) M 86.000 0.000 2.000 .00 0365 5005 EXCAV WORK (EROSN CONT)(CL 1) H 63.000 46.000 45.000 2,070.00 0370 5006 CONSTRUCT EXIT (TY 2) M2 151.000 0.000 12.000 .00 0375 5006 CONSTRUCT EXIT (REMOV & REPLAC)(TY 2) M2 100.000 0.000 3.500 .00 0380 5006 CONSTRUCT EXIT (REMOV)(TY 2) M2 151.000 0.000 3.000 .00 0385 5012 TEMP SEDMT CONT FENCE M 1,294.000 1,296.310 6.000 7,777.86 0385 5012 ADJ EST QUANTITY TO DATE 1,187.000 0390 5012 TEMP SEDMT CONT FENCE (REMOV & REPLAC) M 125.000 0.000 2.500 .00 0395 5012 TEMP SEDMT CONT FENCE (REMOV) M 271.000 351.310 .250 87.83 0400 4151 SOIL NAIL ANCHORS M 4,368.000 4,415.000 20.000 88,300.00 0 SUBTOTAL BID ITEMS $ 2,571,931.46 0 0404 THE FOLLOWING WAS ADDED BY CO #1 0 0405 0132*EMBANK (DENS CONT)(TY C)(CL 3) M3 8,204.000 12,455.000 4.250 52,933.75 0405 0132 ADJ EST QUANTITY TO DATE 12,455.000 0 SUBTOTAL BID ITEMS $ 52,933.75 0 0409 NEXT 2 ITEMS ADDED BY CHANGE ORDER NO. 4 1 0410 0110*EXCAVATION (SPECIAL) M3 268.000 268.000 9.400 2,519.20 0415 9001*EMBANK (TRENCH) M3 268.000 268.000 9.400 2,519.20 0 SUBTOTAL BID ITEMS $ 5,038.40 0 0419 NEXT ITEM ADDED BY CHANGE ORDER NO. 5 0 0420 0464*RC PIPE (CL III) (600 MM) M 51.240 51.240 85.000 4,355.40 0 SUBTOTAL BID ITEMS $ 4,355.40 0 0424 NEXT 4 ITEMS ADDED BY CHANGE ORDER NO.7. 0 0425 0658*DEL ASM TY A (D-SW) FLEX (1.8 M) EA 48.000 48.000 47.000 2,256.00 0430 9110*EXCAV (RDWY) M3 4,251.000 4,251.000 8.680 36,898.68 0435 0540*TERM ANCHOR SECT (3.43 MM) EA 2.000 2.000 327.310 654.62 0440 9000*MT BM GD FEN (SPECIAL RADIUS) M 112.395 112.395 36.510 4,103.54 0 SUBTOTAL BID ITEMS $ 43,912.84 0 TOTAL AMOUNT WORK DONE ROADWAY $ 2,678,171.85 0 TOTAL AMOUNT WORK DONE CONTROL 0675-01-034 $ 2,678,171.85 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 1MIS.CIS.04 CONSTRUCTION ESTIMATE COMBINED CONTRACT 9983043 MGR.NO. 052 PAGE 001 CONT 0675 SEC 01 JOB 034 RES ENGR HUNTER, THOMAS PROJ CC 675-1-34 HWY IH 45 580 IH 45 NORTH HUNTSVILL CNTY FREESTONE DIST 17 CONTRACT PRICE $ 2,586,429.16 REPORT DATE 06/06/2008 08.59.27 CONTRACTOR A. L. HELMCAMP, INC. 6559 EST PERIOD DEC 02,1998 TO MAY 02,2000 EST NO 021 & FINAL 0*********************************************************************************************************************************** -LIMITS - STA 35+143 STA 0 35+796 (CR 1080) DATE WORK BEGAN DEC 2 , 1998 WORKING DAYS USED 281 PERCENT COMPLETE 100.00 PERCENT TIME USED 99.20 DATE COMPLETED MAY 2 2000 0 CONTROL PROJECT DISTRICT HIGHWAY COUNTY 0 0675-01-034 CC 675-1-34 17 IH 45 FREESTONE - ITEM DESCRIPTION UNIT ESTIMATED WORK DONE CONTRACT AMOUNT NO. QUANTITIES ON CONTRACT PRICE($) ($) -0100 PREP ROW KM 1.761 1.761 34,000.000 59,874.00 0104 REMOV CONC (RIPRAP) M2 1,833.000 1,833.000 5.000 9,165.00 0110 EXCAVATION (RDWY) M3 221,426.000 224,475.000 2.870 644,243.25 0110 ADJ EST QUANTITY TO DATE 224,475.000 0160 FURN AND PLAC TPSL (CL 2)(100 MM) M2 55,203.000 55,150.640 .300 16,545.19 0160 ADJ EST QUANTITY TO DATE 55,151.000 0164 STRAW OR HAY MULCH SEEDING M2 55,203.000 55,147.500 .110 6,066.23 0164 ADJ EST QUANTITY TO DATE 55,151.000 0168 VEGETATIVE WATERING KL 2,485.000 2,346.948 2.500 5,867.37 0169 SOIL RET BLNKT (CL 1)(TY D) M2 7,388.000 549.200 .750 411.90 0247 FL BS (COMPL IN PLAC)(TY A GR2 CL 4) M3 1,952.000 2,335.660 34.000 79,412.44 0247 ADJ EST QUANTITY TO DATE 2,204.000 0247 FL BS (CMPL IN PLC)(TYA GR2 CL5)330MM M2 21,416.000 17,603.000 13.000 228,839.00 0247 ADJ EST QUANTITY TO DATE 21,091.000 0260 LIME TREAT SUBGR (DC)(250 MM) M2 22,538.000 22,269.520 3.300 73,489.42 0260 ADJ EST QUANTITY TO DATE 22,139.000 0260 LIME (TY A SLURRY OR TY C DRY) MGR 609.000 601.394 104.000 62,544.98 0260 ADJ EST QUANTITY TO DATE 598.000 0316 AGGR (TY B GR5) M3 128.000 132.000 120.000 15,840.00 0316 ASPH (RC 250) L 17,928.000 14,391.000 .400 5,756.40 10316 AGGR (TY PB GR3) M3 179.000 187.000 135.000 25,245.00 0316 ASPH (AC-15P OR CRS-1P) L 53,784.000 28,662.000 .380 10,891.56 0316 ADJ EST QUANTITY TO DATE 28,685.000 0402 TRENCH EXCAV PROTECTION M 541.000 472.600 21.000 9,924.60 0402 ADJ EST QUANTITY TO DATE 516.000 0420 CL C CONC (CHANNEL) M3 208.000 217.780 560.000 121,956.80 0420 ADJ EST QUANTITY TO DATE 216.000 0420 CL C CONC (TIE-BEAM) M3 149.140 149.140 350.000 52,199.00 0423 RETAINING WALL (SOIL NAILED) M2 807.784 807.784 202.000 163,172.37 0432 RIPRAP (CONC)(CL B) M3 745.000 1,005.800 325.000 326,885.00 0432 ADJ EST QUANTITY TO DATE 1,004.900 0432 RIPRAP (STONE)(COMMON)(DRY) M3 26.000 186.400 90.000 16,776.00 0432 ADJ EST QUANTITY TO DATE 186.400 0460 CMP (ALUM COAT STL 600 MM) M 65.000 14.000 85.000 1,190.00 0460 ADJ EST QUANTITY TO DATE 14.000 0460 CMP (ALUM COAT STL 900 MM) M 26.000 26.000 120.000 3,120.00 0460 CMP (ALUM COAT STL)300 MM M 71.000 58.000 70.000 4,060.00 0464 RC PIPE (CL III) (600 MM) M 35.000 35.000 90.000 3,150.00 0464 RC PIPE (CL III) (900 MM) M 53.900 53.900 140.000 7,546.00 0464 RC PIPE (CL III)(1350 MM) M 278.400 227.600 295.000 67,142.00 0464 ADJ EST QUANTITY TO DATE 227.600 0465 INLET (COMPL)(TY H) EA 2.000 2.000 2,400.000 4,800.00 0465 MANH (COMPL)(TY M) EA 2.000 2.000 3,900.000 7,800.00 0466 HEADWALL (CH-FW-0)(600 MM) EA 1.000 1.000 1,300.000 1,300.00 0466 HEADWALL (CH-FW-0)(900 MM) EA 2.000 3.000 2,500.000 7,500.00 0466 HEADWALL (CH-FW-0)(1350 MM) EA 1.000 1.000 5,400.000 5,400.00 0466 HEADWALL (CH-FW-45)(1350 MM) EA 1.000 1.000 4,200.000 4,200.00 0467 SET (TY II)( 600 MM)(RCP)(1:3) EA 1.000 2.000 680.000 1,360.00 0467 ADJ EST QUANTITY TO DATE 2.000 0467 SET (TY II)( 900 MM)(CMP)(1:3)(C) EA 2.000 2.000 990.000 1,980.00 0467 SET (TY II)( 600 MM)(RCP)(1:4)(C) EA 2.000 2.000 850.000 1,700.00 0500 MOBILIZATION LS 1.000 1.000 250,000.000 250,000.00 0502 BARRICADES, SIGNS AND TRAF HANDLE MO 7.000 15.000 4,000.000 60,000.00 0502 ADJ EST QUANTITY TO DATE 15.000 0512 PORT CONC TRAF BAR (FURN & INSTL) M 590.000 192.024 90.000 17,282.16 0512 PORT CONC TRAF BAR (MOVE & RESET) M 1,590.000 1,197.860 9.000 10,780.74 0512 PORT CONC TRAF BAR (REMOVE) M 590.000 192.024 19.000 3,648.46 0530 DRVWYS (BASE)(TY I) EA 1.000 1.000 800.000 800.00 0540 TERM ANCHOR SECT (3.43 MM) EA 16.000 14.000 285.000 3,990.00 0540 ADJ EST QUANTITY TO DATE 14.000 0540 MTL BM GD FEN (BLK OUT)TIM POST 3.43 MM M 1,375.000 1,322.070 37.000 48,916.59 0540 ADJ EST QUANTITY TO DATE 1,322.070 0618 CONDUIT (RM)(100 MM) M 160.000 184.400 21.000 3,872.40 0618 ADJ EST QUANTITY TO DATE 184.400 10644 SMALL RDSD SGN ASSM (TY A) EA 8.000 8.000 240.000 1,920.00 0658 OBJ MRK ASM TY 2 FLEX (OM-2VP) (2.0 M) EA 16.000 16.000 30.000 480.00 0662 WRK ZN PAV MRK SH TRM (TAB) TY Y-2 EA 296.000 150.000 1.000 150.00 0666 REFL PAV MRK TY I (W) (SLD) (100 MM) M 3,522.000 3,522.000 .820 2,888.04 0666 REFL PAV MRK TY I (W) (SLD) (300 MM) M 12.000 24.000 10.020 240.48 0666 REFL PAV MRK TY I (Y) (SLD) (100 MM) M 3,432.000 3,432.000 .950 3,260.40 0672 RAIS PAV MRKR CL B (REFL) TY II-A-A EA 153.000 153.000 6.830 1,044.99 4151 SOIL NAIL ANCHORS M 4,368.000 4,415.000 20.000 88,300.00 5002 ROCK FILTER DAMS (TY 1) M 166.000 114.000 62.000 7,068.00 5005 EXCAV WORK (EROSN CONT)(CL 1) H 63.000 46.000 45.000 2,070.00 5012 TEMP SEDMT CONT FENCE M 1,294.000 1,296.310 6.000 7,777.86 5012 ADJ EST QUANTITY TO DATE 1,187.000 5012 TEMP SEDMT CONT FENCE (REMOV) M 271.000 351.310 .250 87.83 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 00110* EXCAVATION (SPECIAL) M3 268.000 268.000 9.400 2,519.20 0132* EMBANK (DENS CONT)(TY C)(CL 3) M3 8,204.000 12,455.000 4.250 52,933.75 0132* ADJ EST QUANTITY TO DATE 12,455.000 0464* RC PIPE (CL III) (600 MM) M 51.240 51.240 85.000 4,355.40 0540* TERM ANCHOR SECT (3.43 MM) EA 2.000 2.000 327.310 654.62 0658* DEL ASM TY A (D-SW) FLEX (1.8 M) EA 48.000 48.000 47.000 2,256.00 9000* MT BM GD FEN (SPECIAL RADIUS) M 112.395 112.395 36.510 4,103.54 9001* EMBANK (TRENCH) M3 268.000 268.000 9.400 2,519.20 9110* EXCAV (RDWY) M3 4,251.000 4,251.000 8.680 36,898.68 0 SUBTOTAL BID ITEMS $ 2,678,171.85 0 CONTRACT TOTAL ALL ITEMS $ 2,678,171.85 1MIS.CIS.05 CONSTR ESTIMATE DISTRIBUTION CONTRACT 9983043 MGR.NO. 052 PAGE 001 CONT 0675 SEC 01 JOB 034 RES ENGR HUNTER, THOMAS PROJ CC 675-1-34 HWY IH 45 580 IH 45 NORTH HUNTSVILL CNTY FREESTONE DIST 17 CONTRACT PRICE $ 2,586,429.16 REPORT DATE 06/06/2008 08.59.27 CONTRACTOR A. L. HELMCAMP, INC. 6559 EST PERIOD DEC 02,1998 TO MAY 02,2000 EST NO 021 & 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 ********************************************************************************************************************************** 82 CC 675-1-34 0675-01-034 2,678,171.85 .00 2,678,171.85 .00 .00 2,678,171.85 2,678,171.85 .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 ********************************************************************************************************************************** 2,678,171.85 .00 2,678,171.85 .00 .00 2,678,171.85 2,678,171.85 .00 ---------------------------------------------------------------------------------------------------------------------------------- 0INPUT PROOF READ BY- SUPPORTING PAPERS OK ------------------------------ ---------------------------- 0 **APPROVED BY** DATE --------------------------------------------- AREA/PROJECT ENGINEER 0 DATE --------------------------------------------- DISTRICT ENGINEER 1MIS.CIS.07 WORK PERFORMED THIS PERIOD CONTRACT 9983043 MGR.NO. 052 PAGE 001 CONT 0675 SEC 01 JOB 034 RES ENGR HUNTER, THOMAS PROJ CC 675-1-34 HWY IH 45 580 IH 45 NORTH HUNTSVILL CNTY FREESTONE DIST 17 CONTRACT PRICE $ 2,586,429.16 REPORT DATE 06/06/2008 08.59.27 CONTRACTOR A. L. HELMCAMP, INC. 6559 EST PERIOD DEC 02,1998 TO MAY 02,2000 EST NO 021 & FINAL ********************************************************************************************************** - CONTROL PROJECT DISTRICT HIGHWAY COUNTY 0675-01-034 CC 675-1-34 17 IH 45 FREESTONE -LIMITS - STA 35+143 STA 35+796 (CR 1080) - TOTAL BID ITEMS DONE THIS ESTIMATE - $ 0.00 0 TOTAL AMOUNT WORK DONE TO DATE - $ 2,678,171.85