1MIS.CIS.01 CONTRACT TIME STATEMENT CONTRACT 8114024 MGR.NO. 004 PAGE 001 CONT 6223 SEC 37 JOB 001 RES ENGR SCHOENEMANN, BRIAN PROJ RMC - 622337001 HWY FM0108 403 HUCK STREET YOAKUM CNTY GONZALES DIST 13 CONTRACT PRICE $ 2,903,566.09 REPORT DATE 10/18/2012 11.16.29 CONTRACTOR HUNTER INDUSTRIES, LTD. 9560 EST PERIOD OCT 11,2011 TO SEP 21,2012 EST NO 013 & FINAL --------------------------------------------------------------------------------------------------------- DATE WORK BEGAN OCT 11, 2011 TIME COMPUTED FROM OCT 11, 2011 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 = 165 326 173 153 BROUGHT FORWARD ADDL DAYS GRANTED = 8 SEP 12 1 1 RPM PERFORMANCE PERIOD TOTAL DAYS ALLOWED = 173 2 1 RPM PERFORMANCE PERIOD DATE WORK COMPLETED 09/21/12 3 1 RPM PERFORMANCE PERIOD DAYS CHARGED TO DATE = 173 4 1 RPM PERFORMANCE PERIOD ASSESSED LIQ DAMAGES = 0 5 1 RPM PERFORMANCE PERIOD LIQ DAMAGE RATE $ 800 6 1 RPM PERFORMANCE PERIOD 7 1 RPM PERFORMANCE PERIOD LIQUIDATED DAMAGES 8 1 RPM PERFORMANCE PERIOD 0 DAYS AT $ 800 PER DAY 9 1 RPM PERFORMANCE PERIOD TOTAL = $ .00 10 1 RPM PERFORMANCE PERIOD 11 1 RPM PERFORMANCE PERIOD CERTIFIED AS CORRECT AND 12 1 RPM PERFORMANCE PERIOD ONE COPY HAS BEEN GIVEN 13 1 RPM PERFORMANCE PERIOD TO THE CONTRACTOR 14 1 RPM PERFORMANCE PERIOD 15 1 RPM PERFORMANCE PERIOD 16 1 RPM PERFORMANCE PERIOD ---------------------------- 17 1 RPM PERFORMANCE PERIOD AREA/PROJECT ENGINEER 18 1 RPM PERFORMANCE PERIOD 19 1 RPM PERFORMANCE PERIOD 20 1 RPM PERFORMANCE PERIOD 21 1 WORK COMPLETED AND ACCEPTED - - - 0 ----- ----- ----- 347 173 174 0 SATURDAY 0 SUNDAY 0 HOLIDAY 20 RPM PERFORMANCE PERIOD 1 WORK COMPLETED AND ACCEPTED 1MIS.CIS.03 CONSTRUCTN ESTIMATE BREAKDOWN CONTRACT 8114024 MGR.NO. 004 PAGE 001 CONT 6223 SEC 37 JOB 001 RES ENGR SCHOENEMANN, BRIAN PROJ RMC - 622337001 HWY FM0108 403 HUCK STREET YOAKUM CNTY GONZALES DIST 13 CONTRACT PRICE $ 2,903,566.09 REPORT DATE 10/18/2012 11.16.30 CONTRACTOR HUNTER INDUSTRIES, LTD. 9560 EST PERIOD OCT 11,2011 TO SEP 21,2012 EST NO 013 & FINAL DIST. 13 COUNTY GONZALES CONTROL 6223-37-001 PROJECT RMC - 622337001 HIGHWAY FM0108 0LIMITS- FM 466 0.31 MILE NORTH OF FM 77 0TYPE OF WORK- RESTORE ROADWAY 0 0050 RESTORE ROADWAY NET LENGTH 7.790 MILES 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 0070 PREPARED BY DISTRICT DESIGN 5/2011 0 0075 0100 PREP ROW (TREE)(24"-30"DIA) EA 2.000 2.000 3,481.500 6,963.00 0080 0110 EXCAVATION (ROADWAY) CY 3,861.000 3,861.000 7.800 30,115.80 0085 0112 SUBGRADE WIDENING (ORD COMP) STA 377.800 377.800 483.450 182,647.41 0090 0132 EMBANKMENT (VEHICLE)(ORD COMP)(TY C) CY 426.000 436.000 8.850 3,858.60 0095 0150 BLADING HR 50.000 36.000 79.800 2,872.80 0100 0164 CELL FBR MLCH SEED(PERM)(RURAL)(SANDY) SY 90,827.000 156,606.000 .180 28,189.08 0105 0164 CELL FBR MLCH SEED(TEMP)(WARM) SY 22,707.000 0.000 .180 .00 0110 0164 CELL FBR MLCH SEED(TEMP)(COOL) SY 22,707.000 0.000 .180 .00 0115 0168 VEGETATIVE WATERING MG 766.000 0.000 12.180 .00 0120 0247 FL BS (CMP IN PLC)(TY A GR 2)(FNAL POS) CY 24,622.000 24,622.000 37.870 932,435.14 0125 0260 LIME(HYD,COM OR QK)(SLRY)OR QK(DRY) TON 1,128.000 1,131.070 126.000 142,514.82 0130 0260 LIME TRT (EXST MATL)(8") SY 138,527.000 138,527.000 1.540 213,331.58 0135 0316 ASPH (RC-250) GAL 25,710.000 25,575.000 3.920 100,254.00 0140 0316 AGGR(TY-PB GR-4 SAC-B) CY 984.000 1,008.000 52.540 52,960.32 0145 0316 AGGR (TY-PB GR-3) CY 1,505.000 1,488.000 52.530 78,164.64 0150 0316 ASPH (AC-15P OR AC-10-2TR OR CRS-2P) GAL 94,672.000 76,450.000 3.610 275,984.50 0155 0316 AGGR (TY-E GR-5) CY 918.000 894.000 44.060 39,389.64 0160 0340 D-GR HMA(METH) TY-B PG64-22 TON 54.000 54.600 120.510 6,579.85 0165 0351 FLEXIBLE PAVEMENT STRUCTURE REPAIR(12") SY 100.000 0.000 95.370 .00 0170 0450 RAIL (TY T101RC) LF 566.680 566.680 65.390 37,055.21 0175 0462 CONC BOX CULV (3 FT X 2 FT) LF 12.000 12.000 290.560 3,486.72 1 0180 0462 CONC BOX CULV (6 FT X 3 FT) LF 52.000 52.000 367.280 19,098.56 0185 0462 CONC BOX CULV (6 FT X 4 FT) LF 30.000 30.000 417.700 12,531.00 0190 0462 CONC BOX CULV (9 FT X 4 FT) LF 10.000 10.000 809.750 8,097.50 0195 0462 CONC BOX CULV (9 FT X 3 FT) LF 11.000 11.000 773.590 8,509.49 0200 0462 CONC BOX CULV (4 FT X 1.5 FT) LF 10.000 10.000 370.780 3,707.80 0205 0464 RC PIPE (CL III)(18 IN) LF 185.000 185.000 36.780 6,804.30 0210 0464 RC PIPE (CL III)(24 IN) LF 77.000 77.000 44.950 3,461.15 0215 0464 RC PIPE (CL III)(42 IN) LF 40.000 40.000 92.680 3,707.20 0220 0467 SET (TY I)(S= 6 FT)(HW= 4 FT)(3:1)(C) EA 8.000 8.000 3,605.420 28,843.36 0225 0467 SET (TY I)(S= 6 FT)(HW= 5 FT)(3:1)(C) EA 6.000 6.000 3,877.690 23,266.14 0230 0467 SET (TY I)(S= 9 FT)(HW= 5 FT)(3:1)(C) EA 2.000 2.000 5,696.170 11,392.34 0235 0467 SET (TY I)(S= 3 FT)(HW= 3 FT)(4:1)(C) EA 2.000 2.000 2,860.170 5,720.34 0240 0467 SET (TY II)(42 IN)(RCP)(3:1)(C) EA 4.000 4.000 2,279.520 9,118.08 0245 0467 SET (TY II)(18 IN)(RCP)(4:1)(C) EA 16.000 16.000 593.140 9,490.24 0250 0467 SET (TY II)(24 IN)(RCP)(4:1)(C) EA 7.000 7.000 1,004.460 7,031.22 0255 0467 SET (TY II)(24 IN)(RCP)(6:1)(C) EA 1.000 1.000 1,521.780 1,521.78 0260 0467 SET (TY II)(18 IN)(RCP)(6:1)(P) EA 2.000 2.000 862.440 1,724.88 0265 0467 SET (TY I)(S= 4 FT)(HW= 2 FT)(4:1)(C) EA 4.000 4.000 2,786.990 11,147.96 0270 0467 SET (TY I)(S= 9FT)(HW= 4 FT)(3:1)(C) EA 2.000 2.000 4,060.120 8,120.24 0275 0500 MOBILIZATION LS 1.000 1.000 206,198.050 206,198.05 0280 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 11.000 11.000 2,030.520 22,335.72 0285 0506 EARTHWORK (ERSN & SEDM CONT, IN VEH) CY 89.000 0.000 91.200 .00 0290 0506 TEMPORARY SEDIMENT CONTROL FENCE LF 1,765.000 3,530.000 1.550 5,471.50 0295 0530 INTERSECTIONS (SURF TREAT) SY 183.000 183.000 25.920 4,743.36 0300 0530 DRIVEWAYS (CONC) SY 52.000 61.000 66.790 4,074.19 0305 0530 DRIVEWAYS (SURF TREAT) SY 3,915.000 3,915.300 17.340 67,891.30 0310 0530 TURNOUTS (SURF TREAT) SY 317.000 316.700 17.340 5,491.58 0315 0540 MTL W-BEAM GD FEN (TIM POST) LF 1,600.000 1,437.500 15.750 22,640.63 0320 0540 MTL BEAM GD FEN TRANS (T101) EA 16.000 16.000 750.000 12,000.00 0325 0544 GDRAIL END TRT(INST)(WOOD POST)(TY I) EA 16.000 16.000 1,795.000 28,720.00 0330 0560 MAILBOX INSTALL-S (WC-POST) TY 3 FND EA 18.000 18.000 95.000 1,710.00 0335 0560 MAILBOX INSTALL-D (WC-POST) TY 3 FND EA 1.000 1.000 145.000 145.00 0340 0560 MAILBOX INSTALL-M (TWG-POST) 1 TY 1 FND EA 1.000 1.000 320.000 320.00 0345 0644 IN SM RD SN SUP&AM TY10BWG(1)SA(P) EA 36.000 37.000 300.000 11,100.00 0350 0644 IN SM RD SN SUP&AM TY10BWG(1)SA(T) EA 2.000 2.000 380.000 760.00 0355 0644 IN SM RD SN SUP&AM TY10BWG(1)SA(U) EA 3.000 3.000 564.000 1,692.00 0360 0644 REMOVE SM RD SN SUP & AM EA 41.000 43.000 40.000 1,720.00 0365 0658 INSTL OM ASSM (OM-2Z)(FLX)GND EA 12.000 12.000 38.000 456.00 0370 0658 INSTL OM ASSM (OM-2Z)(FLX)GND(BI) EA 26.000 26.000 40.000 1,040.00 0375 0662 WK ZN PAV MRK NON-REMOV (W) 4" (SLD) LF 82,244.000 116,347.000 .190 22,105.93 0380 0662 WK ZN PAV MRK NON-REMOV (Y) 4" (BRK) LF 16,020.000 10,665.000 .230 2,452.95 0385 0662 WK ZN PAV MRK NON-REMOV (Y) 4" (SLD) LF 73,084.000 54,938.000 .230 12,635.74 0390 0662 WK ZN PAV MRK SHT TERM (TAB) TY Y-2 EA 3,084.000 3,352.000 1.000 3,352.00 0395 0672 REFL PAV MRKR TY II-A-A EA 858.000 826.000 3.150 2,601.90 0400 8251 RE PM W/RET REQ TY I(W)4"(SLD)(100MIL) LF 82,244.000 81,603.000 .410 33,457.23 0405 8251 RE PM W/RET REQ TY I(Y)4"(BRK)(100MIL) LF 8,010.000 7,700.000 .440 3,388.00 0410 8251 RE PM W/RET REQ TY I(Y)4"(SLD)(100MIL) LF 36,542.000 35,675.000 .440 15,697.00 0450 9000*CONC CURB AT APPR T101 RAIL & RIPRAP LS 1.000 1.000 4,892.500 4,892.50 0500 9601*MATERIAL ON HAND DOL 1.000 0.000 1.000 .00 0 SUBTOTAL BID ITEMS $ 2,819,189.27 0 TOTAL AMOUNT WORK DONE RESTORE ROADWAY $ 2,819,189.27 0 TOTAL AMOUNT WORK DONE CONTROL 6223-37-001 $ 2,819,189.27 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 1MIS.CIS.04 CONSTRUCTION ESTIMATE COMBINED CONTRACT 8114024 MGR.NO. 004 PAGE 001 CONT 6223 SEC 37 JOB 001 RES ENGR SCHOENEMANN, BRIAN PROJ RMC - 622337001 HWY FM0108 403 HUCK STREET YOAKUM CNTY GONZALES DIST 13 CONTRACT PRICE $ 2,903,566.09 REPORT DATE 10/18/2012 11.16.31 CONTRACTOR HUNTER INDUSTRIES, LTD. 9560 EST PERIOD OCT 11,2011 TO SEP 21,2012 EST NO 013 & FINAL 0*********************************************************************************************************************************** -LIMITS - FM 466 0 0.31 MILE NORTH OF FM 77 DATE WORK BEGAN OCT 11, 2011 WORKING DAYS USED 173 PERCENT COMPLETE 100.00 PERCENT TIME USED 100.00 DATE COMPLETED SEP 21 2012 0 CONTROL PROJECT DISTRICT HIGHWAY COUNTY 0 6223-37-001 RMC - 622337001 13 FM0108 GONZALES - ITEM DESCRIPTION UNIT ESTIMATED WORK DONE CONTRACT AMOUNT NO. QUANTITIES ON CONTRACT PRICE($) ($) -0100 PREP ROW (TREE)(24"-30"DIA) EA 2.000 2.000 3,481.500 6,963.00 0110 EXCAVATION (ROADWAY) CY 3,861.000 3,861.000 7.800 30,115.80 0112 SUBGRADE WIDENING (ORD COMP) STA 377.800 377.800 483.450 182,647.41 0132 EMBANKMENT (VEHICLE)(ORD COMP)(TY C) CY 426.000 436.000 8.850 3,858.60 0150 BLADING HR 50.000 36.000 79.800 2,872.80 0164 CELL FBR MLCH SEED(PERM)(RURAL)(SANDY) SY 90,827.000 156,606.000 .180 28,189.08 0247 FL BS (CMP IN PLC)(TY A GR 2)(FNAL POS) CY 24,622.000 24,622.000 37.870 932,435.14 0260 LIME(HYD,COM OR QK)(SLRY)OR QK(DRY) TON 1,128.000 1,131.070 126.000 142,514.82 0260 LIME TRT (EXST MATL)(8") SY 138,527.000 138,527.000 1.540 213,331.58 0316 ASPH (RC-250) GAL 25,710.000 25,575.000 3.920 100,254.00 0316 AGGR(TY-PB GR-4 SAC-B) CY 984.000 1,008.000 52.540 52,960.32 0316 AGGR (TY-PB GR-3) CY 1,505.000 1,488.000 52.530 78,164.64 0316 ASPH (AC-15P OR AC-10-2TR OR CRS-2P) GAL 94,672.000 76,450.000 3.610 275,984.50 0316 AGGR (TY-E GR-5) CY 918.000 894.000 44.060 39,389.64 0340 D-GR HMA(METH) TY-B PG64-22 TON 54.000 54.600 120.510 6,579.85 0450 RAIL (TY T101RC) LF 566.680 566.680 65.390 37,055.21 0462 CONC BOX CULV (3 FT X 2 FT) LF 12.000 12.000 290.560 3,486.72 0462 CONC BOX CULV (6 FT X 3 FT) LF 52.000 52.000 367.280 19,098.56 0462 CONC BOX CULV (6 FT X 4 FT) LF 30.000 30.000 417.700 12,531.00 0462 CONC BOX CULV (9 FT X 4 FT) LF 10.000 10.000 809.750 8,097.50 10462 CONC BOX CULV (9 FT X 3 FT) LF 11.000 11.000 773.590 8,509.49 0462 CONC BOX CULV (4 FT X 1.5 FT) LF 10.000 10.000 370.780 3,707.80 0464 RC PIPE (CL III)(18 IN) LF 185.000 185.000 36.780 6,804.30 0464 RC PIPE (CL III)(24 IN) LF 77.000 77.000 44.950 3,461.15 0464 RC PIPE (CL III)(42 IN) LF 40.000 40.000 92.680 3,707.20 0467 SET (TY I)(S= 6 FT)(HW= 4 FT)(3:1)(C) EA 8.000 8.000 3,605.420 28,843.36 0467 SET (TY I)(S= 6 FT)(HW= 5 FT)(3:1)(C) EA 6.000 6.000 3,877.690 23,266.14 0467 SET (TY I)(S= 9 FT)(HW= 5 FT)(3:1)(C) EA 2.000 2.000 5,696.170 11,392.34 0467 SET (TY I)(S= 3 FT)(HW= 3 FT)(4:1)(C) EA 2.000 2.000 2,860.170 5,720.34 0467 SET (TY II)(42 IN)(RCP)(3:1)(C) EA 4.000 4.000 2,279.520 9,118.08 0467 SET (TY II)(18 IN)(RCP)(4:1)(C) EA 16.000 16.000 593.140 9,490.24 0467 SET (TY II)(24 IN)(RCP)(4:1)(C) EA 7.000 7.000 1,004.460 7,031.22 0467 SET (TY II)(24 IN)(RCP)(6:1)(C) EA 1.000 1.000 1,521.780 1,521.78 0467 SET (TY II)(18 IN)(RCP)(6:1)(P) EA 2.000 2.000 862.440 1,724.88 0467 SET (TY I)(S= 4 FT)(HW= 2 FT)(4:1)(C) EA 4.000 4.000 2,786.990 11,147.96 0467 SET (TY I)(S= 9FT)(HW= 4 FT)(3:1)(C) EA 2.000 2.000 4,060.120 8,120.24 0500 MOBILIZATION LS 1.000 1.000 206,198.050 206,198.05 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 11.000 11.000 2,030.520 22,335.72 0506 TEMPORARY SEDIMENT CONTROL FENCE LF 1,765.000 3,530.000 1.550 5,471.50 0530 INTERSECTIONS (SURF TREAT) SY 183.000 183.000 25.920 4,743.36 0530 DRIVEWAYS (CONC) SY 52.000 61.000 66.790 4,074.19 0530 DRIVEWAYS (SURF TREAT) SY 3,915.000 3,915.300 17.340 67,891.30 0530 TURNOUTS (SURF TREAT) SY 317.000 316.700 17.340 5,491.58 0540 MTL W-BEAM GD FEN (TIM POST) LF 1,600.000 1,437.500 15.750 22,640.63 0540 MTL BEAM GD FEN TRANS (T101) EA 16.000 16.000 750.000 12,000.00 0544 GDRAIL END TRT(INST)(WOOD POST)(TY I) EA 16.000 16.000 1,795.000 28,720.00 0560 MAILBOX INSTALL-S (WC-POST) TY 3 FND EA 18.000 18.000 95.000 1,710.00 0560 MAILBOX INSTALL-D (WC-POST) TY 3 FND EA 1.000 1.000 145.000 145.00 0560 MAILBOX INSTALL-M (TWG-POST) TY 1 FND EA 1.000 1.000 320.000 320.00 0644 IN SM RD SN SUP&AM TY10BWG(1)SA(P) EA 36.000 37.000 300.000 11,100.00 0644 IN SM RD SN SUP&AM TY10BWG(1)SA(T) EA 2.000 2.000 380.000 760.00 10644 IN SM RD SN SUP&AM TY10BWG(1)SA(U) EA 3.000 3.000 564.000 1,692.00 0644 REMOVE SM RD SN SUP & AM EA 41.000 43.000 40.000 1,720.00 0658 INSTL OM ASSM (OM-2Z)(FLX)GND EA 12.000 12.000 38.000 456.00 0658 INSTL OM ASSM (OM-2Z)(FLX)GND(BI) EA 26.000 26.000 40.000 1,040.00 0662 WK ZN PAV MRK NON-REMOV (W) 4" (SLD) LF 82,244.000 116,347.000 .190 22,105.93 0662 WK ZN PAV MRK NON-REMOV (Y) 4" (BRK) LF 16,020.000 10,665.000 .230 2,452.95 0662 WK ZN PAV MRK NON-REMOV (Y) 4" (SLD) LF 73,084.000 54,938.000 .230 12,635.74 0662 WK ZN PAV MRK SHT TERM (TAB) TY Y-2 EA 3,084.000 3,352.000 1.000 3,352.00 0672 REFL PAV MRKR TY II-A-A EA 858.000 826.000 3.150 2,601.90 8251 RE PM W/RET REQ TY I(W)4"(SLD)(100MIL) LF 82,244.000 81,603.000 .410 33,457.23 8251 RE PM W/RET REQ TY I(Y)4"(BRK)(100MIL) LF 8,010.000 7,700.000 .440 3,388.00 8251 RE PM W/RET REQ TY I(Y)4"(SLD)(100MIL) LF 36,542.000 35,675.000 .440 15,697.00 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 09000* CONC CURB AT APPR T101 RAIL & RIPRAP LS 1.000 1.000 4,892.500 4,892.50 0 SUBTOTAL BID ITEMS $ 2,819,189.27 0 CONTRACT TOTAL ALL ITEMS $ 2,819,189.27 1MIS.CIS.05 CONSTR ESTIMATE DISTRIBUTION CONTRACT 8114024 MGR.NO. 004 PAGE 001 CONT 6223 SEC 37 JOB 001 RES ENGR SCHOENEMANN, BRIAN PROJ RMC - 622337001 HWY FM0108 403 HUCK STREET YOAKUM CNTY GONZALES DIST 13 CONTRACT PRICE $ 2,903,566.09 REPORT DATE 10/18/2012 11.16.31 CONTRACTOR HUNTER INDUSTRIES, LTD. 9560 EST PERIOD OCT 11,2011 TO SEP 21,2012 EST NO 013 & 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 ********************************************************************************************************************************** 90 RMC - 622337001 6223-37-001 2,819,189.27 .00 2,819,189.27 .00 .00 2,819,189.27 2,850,862.59 31,673.32- ---------------------------------------------------------------------------------------------------------------------------------- 0********************************** TOTALS ***************************************************************************** TOTAL AMOUNT .00 % DIFFERENCE LESS TOTAL LESS LIQ DIFFERENCE LESS PREV AMOUNT DUE WORK DONE RETAINAGE SPL DEDUCTS DAMAGE PAYMENTS THIS EST ********************************************************************************************************************************** 2,819,189.27 .00 2,819,189.27 .00 .00 2,819,189.27 2,850,862.59 31,673.32- ---------------------------------------------------------------------------------------------------------------------------------- 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 8114024 MGR.NO. 004 PAGE 001 CONT 6223 SEC 37 JOB 001 RES ENGR SCHOENEMANN, BRIAN PROJ RMC - 622337001 HWY FM0108 403 HUCK STREET YOAKUM CNTY GONZALES DIST 13 CONTRACT PRICE $ 2,903,566.09 REPORT DATE 10/18/2012 11.16.31 CONTRACTOR HUNTER INDUSTRIES, LTD. 9560 EST PERIOD OCT 11,2011 TO SEP 21,2012 EST NO 013 & FINAL ********************************************************************************************************************* - CONTROL PROJECT DISTRICT HIGHWAY COUNTY 6223-37-001 RMC - 622337001 13 FM0108 GONZALES -LIMITS - FM 466 0.31 MILE NORTH OF FM 77 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES THIS ESTIMATE PRICE($) ($) - * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 0 500 9601* MATERIAL ON HAND DOL 0.000 -31,673.320 1.000 -31,673.32 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 0 --------------- - TOTAL BID ITEMS DONE THIS ESTIMATE - $ -31,673.32 0 TOTAL AMOUNT WORK DONE TO DATE - $ 2,819,189.27