1MIS.CIS.01 CONTRACT TIME STATEMENT CONTRACT 2094027 MGR.NO. 058 PAGE 001 CONT 6174 SEC 88 JOB 001 RES ENGR ACOSTA, MICHAEL PROJ RMC - 617488001 HWY US0090 4615 NW LOOP 410 SAN ANTO CNTY BEXAR DIST 15 CONTRACT PRICE $ 905,104.00 REPORT DATE 10/20/2009 13.32.09 CONTRACTOR HUNTER INDUSTRIES, LTD. 9560 EST PERIOD MAY 11,2009 TO JUL 31,2009 EST NO 004 & FINAL --------------------------------------------------------------------------------------------------------- DATE WORK BEGAN MAY 11, 2009 TIME COMPUTED FROM MAY 11, 2009 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 = 53 51 34 17 BROUGHT FORWARD ADDL DAYS GRANTED = 4 JUL 09 1 1 TOTAL DAYS ALLOWED = 57 2 1 DATE WORK COMPLETED 07/31/09 3 1 DAYS CHARGED TO DATE = 57 4 1 SATURDAY ASSESSED LIQ DAMAGES = 0 5 1 SUNDAY LIQ DAMAGE RATE $ 500 6 1 7 1 LIQUIDATED DAMAGES 8 1 0 DAYS AT $ 500 PER DAY 9 1 TOTAL = $ .00 10 1 11 1 SATURDAY CERTIFIED AS CORRECT AND 12 1 SUNDAY ONE COPY HAS BEEN GIVEN 13 1 TO THE CONTRACTOR 14 1 15 1 16 1 ---------------------------- 17 1 AREA/PROJECT ENGINEER 18 1 SATURDAY 19 1 SUNDAY 20 1 21 1 22 1 23 1 24 1 25 1 SATURDAY 26 1 SUNDAY 27 1 28 1 29 1 30 1 31 1 WORK COMPLETED AND ACCEPTED ----- ----- ----- 82 57 25 4 SATURDAY 4 SUNDAY 0 HOLIDAY 1MIS.CIS.03 CONSTRUCTN ESTIMATE BREAKDOWN CONTRACT 2094027 MGR.NO. 058 PAGE 001 CONT 6174 SEC 88 JOB 001 RES ENGR ACOSTA, MICHAEL PROJ RMC - 617488001 HWY US0090 4615 NW LOOP 410 SAN ANTO CNTY BEXAR DIST 15 CONTRACT PRICE $ 905,104.00 REPORT DATE 10/20/2009 13.32.10 CONTRACTOR HUNTER INDUSTRIES, LTD. 9560 EST PERIOD MAY 11,2009 TO JUL 31,2009 EST NO 004 & FINAL DIST. 15 COUNTY BEXAR CONTROL 6174-88-001 PROJECT RMC - 617488001 HIGHWAY US0090 0LIMITS- 0.17MI EAST OF IH410 0.04MI EAST OF OLD HWY 90 0TYPE OF WORK- BASE REPAIR,MILL,SEAL COAT, OVERLAY PM 0 0005 PVMT REPAIR,PLANING,HMA OVERLAY,PM 0 0055 PREPARED BY BOBBY GONZALES NET LENGTH 1.647 MILES 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 0060 0134 BACKFILL (TY B) STA 115.930 57.965 72.750 4,216.95 0065 0150 BLADING HR 10.000 5.000 62.700 313.50 0070 0316 ASPH (AC-15P OR AC-20-5TR) GAL 18,560.000 21,545.000 2.930 63,126.85 0075 0316 AGGR(TY-PB GR-4 SAC-B) CY 563.000 690.000 52.080 35,935.20 0080 0340 D-GR HMA(METH) TY-B PG64-22 TON 4,496.000 4,063.250 50.600 205,600.45 0085 0340 D-GR HMA(METH) TY-C SAC-B PG64-22 TON 36.000 48.500 74.610 3,618.59 0090 0341 D-GR HMA(QCQA) TY-D SAC-B PG70-22 TON 5,104.000 6,058.450 59.520 360,598.94 0090 0341 ADJ EST QUANTITY TO DATE 4,848.000 0095 0351 FLEXIBLE PAVEMENT STRUCTURE REPAIR(8") SY 626.000 531.090 31.690 16,830.24 0100 0354 PLANE ASPH CONC PAV (0" TO 1 1/2") SY 47,608.000 68,976.830 1.390 95,877.79 0100 0354 ADJ EST QUANTITY TO DATE 68,976.830 0105 0354 PLANE ASPH CONC PAV (8") SY 6,188.000 8,933.990 6.120 54,676.02 0105 0354 ADJ EST QUANTITY TO DATE 9,201.000 0110 0500 MOBILIZATION LS 1.000 1.000 64,748.040 64,748.04 0115 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 3.000 3.000 2,743.950 8,231.85 0120 0662 WK ZN PAV MRK SHT TERM (TAB) TY W EA 1,749.000 4,334.000 .760 3,293.84 0125 0666 REFL PAV MRK TY I (W) (ARROW) (100MIL) EA 8.000 14.000 125.000 1,750.00 0130 0666 REFL PAV MRK TY I(W)(DBL ARROW)(100MIL) EA 3.000 11.000 175.000 1,925.00 0135 0666 REFL PAV MRK TY I (W) (WORD) (100MIL) EA 7.000 14.000 150.000 2,100.00 1 0140 0666 PAVEMENT SEALER 4" LF 21,734.000 21,875.000 .120 2,625.00 0145 0666 PAVEMENT SEALER 8" LF 5,516.000 6,214.000 .250 1,553.50 0150 0666 PAVEMENT SEALER 24" LF 1,382.000 826.000 1.750 1,445.50 0155 0666 PAVEMENT SEALER (ARROW) EA 8.000 14.000 20.000 280.00 0160 0666 PAVEMENT SEALER (WORD) EA 7.000 14.000 20.000 280.00 0165 0666 PAVEMENT SEALER (DBL ARROW) EA 3.000 11.000 30.000 330.00 0170 0672 REFL PAV MRKR TY II-C-R EA 458.000 758.000 5.500 4,169.00 0175 0677 ELIM EXT PAV MRK & MRKS ( 4") LF 450.000 0.000 3.000 .00 0180 0680 INSTALL HWY TRF SIG (ISOLATED) EA 1.000 1.000 3,325.000 3,325.00 0185 0682 BACK PLATE (12 IN) (3 SEC) EA 12.000 12.000 85.000 1,020.00 0190 0682 BACK PLATE (12 IN) (5 SEC) EA 2.000 2.000 110.000 220.00 0195 0682 PED SIG SEC (12 IN) LED (2 INDICATIONS) EA 8.000 8.000 425.000 3,400.00 0200 0682 VEH SIG SEC(12")LED(GRN ARW)(LENS ONLY) EA 2.000 2.000 85.000 170.00 0205 0682 VEH SIG SEC(12")LED(GRN)(LENS ONLY) EA 14.000 14.000 100.000 1,400.00 0210 0682 VEH SIG SEC(12")LED(YEL ARW)(LENS ONLY) EA 2.000 2.000 100.000 200.00 0215 0682 VEH SIG SEC(12")LED(YEL)(LENS ONLY) EA 14.000 14.000 135.000 1,890.00 0220 0682 VEH SIG SEC(12")LED(RED)(LENS ONLY) EA 14.000 14.000 75.000 1,050.00 0225 6110 REF PAV MRK TY I (W)(4")(SLD)(100 MIL) LF 6,716.000 1,319.000 .320 422.08 0230 6110 REF PAV MRK TY I (W)(4")(BRK)(100 MIL) LF 4,280.000 5,570.000 .380 2,116.60 0235 6110 REF PAV MRK TY I (W)(8")(SLD)(100 MIL) LF 5,516.000 5,593.000 .650 3,635.45 0240 6110 REF PAV MRK TY I (W)(24")(SLD)(100 MIL) LF 1,382.000 826.000 4.250 3,510.50 0245 6110 REF PAV MRK TY I (Y)(4")(SLD)(100 MIL) LF 11,738.000 14,451.000 .300 4,335.30 0250 6266 VIVDS PROCESSOR SYSTEM EA 1.000 1.000 10,400.000 10,400.00 0255 6266 VIVDS CAMERA ASSEMBLY EA 8.000 8.000 1,500.000 12,000.00 0260 6266 VIVDS SET-UP SYSTEM EA 1.000 1.000 700.000 700.00 0265 6266 VIVDS COMMUNICATION CABLE (COAXIAL) LF 2,350.000 2,350.000 1.500 3,525.00 0270 6834 PORTABLE CHANGEABLE MESSAGE SIGN DAY 134.000 24.000 81.190 1,948.56 0275 0666*REFL PAV MRK TY I (W) 4" (DOT)(100MIL) LF 192.000 192.000 3.150 604.80 0280 0666*REFL PAV MRK TY I (Y) 8" (SLD)(100MIL) LF 24.000 38.000 1.570 59.66 0285 9002*REFL PAV MRK TY I (Y)(ISLAND)(100 MIL) EA 1.000 2.000 262.500 525.00 0290 9003*REFL PAV MRK TY II(Y)(ISLAND) EA 1.000 2.000 105.000 210.00 0295 9001*FORCE ACCOUNT POLICE 1 OFFICERS LS 1.000 1.000 18,735.060 18,735.06 0300 0341*PRODUCTION BONUS/PENALTY DOL 5,383.990 5,383.990 1.000 5,383.99 0305 0341*PLACEMENT BONUS/PENALTY DOL 262.350 262.350 1.000 262.35 0310 9004*FORCE ACCOUNT POLICE OFFICERS LS 1.000 1.000 1,187.760 1,187.76 0315 9005*COLD MIX ASPHALT LS 1.000 1.000 6,811.780 6,811.78 0 SUBTOTAL BID ITEMS $ 1,022,575.15 0 TOTAL AMOUNT WORK DONE PREPARED BY BOBBY GONZALES $ 1,022,575.15 0 TOTAL AMOUNT WORK DONE CONTROL 6174-88-001 $ 1,022,575.15 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 1MIS.CIS.04 CONSTRUCTION ESTIMATE COMBINED CONTRACT 2094027 MGR.NO. 058 PAGE 001 CONT 6174 SEC 88 JOB 001 RES ENGR ACOSTA, MICHAEL PROJ RMC - 617488001 HWY US0090 4615 NW LOOP 410 SAN ANTO CNTY BEXAR DIST 15 CONTRACT PRICE $ 905,104.00 REPORT DATE 10/20/2009 13.32.10 CONTRACTOR HUNTER INDUSTRIES, LTD. 9560 EST PERIOD MAY 11,2009 TO JUL 31,2009 EST NO 004 & FINAL 0*********************************************************************************************************************************** -LIMITS - 0.17MI EAST OF IH410 0 0.04MI EAST OF OLD HWY 90 DATE WORK BEGAN MAY 11, 2009 WORKING DAYS USED 57 PERCENT COMPLETE 100.00 PERCENT TIME USED 100.00 DATE COMPLETED JUL 31 2009 0 CONTROL PROJECT DISTRICT HIGHWAY COUNTY 0 6174-88-001 RMC - 617488001 15 US0090 BEXAR - ITEM DESCRIPTION UNIT ESTIMATED WORK DONE CONTRACT AMOUNT NO. QUANTITIES ON CONTRACT PRICE($) ($) -0134 BACKFILL (TY B) STA 115.930 57.965 72.750 4,216.95 0150 BLADING HR 10.000 5.000 62.700 313.50 0316 ASPH (AC-15P OR AC-20-5TR) GAL 18,560.000 21,545.000 2.930 63,126.85 0316 AGGR(TY-PB GR-4 SAC-B) CY 563.000 690.000 52.080 35,935.20 0340 D-GR HMA(METH) TY-B PG64-22 TON 4,496.000 4,063.250 50.600 205,600.45 0340 D-GR HMA(METH) TY-C SAC-B PG64-22 TON 36.000 48.500 74.610 3,618.59 0341 D-GR HMA(QCQA) TY-D SAC-B PG70-22 TON 5,104.000 6,058.450 59.520 360,598.94 0341 ADJ EST QUANTITY TO DATE 4,848.000 0351 FLEXIBLE PAVEMENT STRUCTURE REPAIR(8") SY 626.000 531.090 31.690 16,830.24 0354 PLANE ASPH CONC PAV (8") SY 6,188.000 8,933.990 6.120 54,676.02 0354 ADJ EST QUANTITY TO DATE 9,201.000 0354 PLANE ASPH CONC PAV (0" TO 1 1/2") SY 47,608.000 68,976.830 1.390 95,877.79 0354 ADJ EST QUANTITY TO DATE 68,976.830 0500 MOBILIZATION LS 1.000 1.000 64,748.040 64,748.04 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 3.000 3.000 2,743.950 8,231.85 0662 WK ZN PAV MRK SHT TERM (TAB) TY W EA 1,749.000 4,334.000 .760 3,293.84 0666 REFL PAV MRK TY I (W) (ARROW) (100MIL) EA 8.000 14.000 125.000 1,750.00 0666 REFL PAV MRK TY I(W)(DBL 1 ARROW)(100MIL) EA 3.000 11.000 175.000 1,925.00 0666 REFL PAV MRK TY I (W) (WORD) (100MIL) EA 7.000 14.000 150.000 2,100.00 0666 PAVEMENT SEALER 4" LF 21,734.000 21,875.000 .120 2,625.00 0666 PAVEMENT SEALER 8" LF 5,516.000 6,214.000 .250 1,553.50 0666 PAVEMENT SEALER 24" LF 1,382.000 826.000 1.750 1,445.50 0666 PAVEMENT SEALER (ARROW) EA 8.000 14.000 20.000 280.00 0666 PAVEMENT SEALER (WORD) EA 7.000 14.000 20.000 280.00 0666 PAVEMENT SEALER (DBL ARROW) EA 3.000 11.000 30.000 330.00 0672 REFL PAV MRKR TY II-C-R EA 458.000 758.000 5.500 4,169.00 0680 INSTALL HWY TRF SIG (ISOLATED) EA 1.000 1.000 3,325.000 3,325.00 0682 BACK PLATE (12 IN) (3 SEC) EA 12.000 12.000 85.000 1,020.00 0682 BACK PLATE (12 IN) (5 SEC) EA 2.000 2.000 110.000 220.00 0682 PED SIG SEC (12 IN) LED (2 INDICATIONS) EA 8.000 8.000 425.000 3,400.00 0682 VEH SIG SEC(12")LED(GRN ARW)(LENS ONLY) EA 2.000 2.000 85.000 170.00 0682 VEH SIG SEC(12")LED(GRN)(LENS ONLY) EA 14.000 14.000 100.000 1,400.00 0682 VEH SIG SEC(12")LED(YEL ARW)(LENS ONLY) EA 2.000 2.000 100.000 200.00 0682 VEH SIG SEC(12")LED(YEL)(LENS ONLY) EA 14.000 14.000 135.000 1,890.00 0682 VEH SIG SEC(12")LED(RED)(LENS ONLY) EA 14.000 14.000 75.000 1,050.00 6110 REF PAV MRK TY I (W)(4")(SLD)(100 MIL) LF 6,716.000 1,319.000 .320 422.08 6110 REF PAV MRK TY I (W)(4")(BRK)(100 MIL) LF 4,280.000 5,570.000 .380 2,116.60 6110 REF PAV MRK TY I (W)(8")(SLD)(100 MIL) LF 5,516.000 5,593.000 .650 3,635.45 6110 REF PAV MRK TY I (W)(24")(SLD)(100 MIL) LF 1,382.000 826.000 4.250 3,510.50 6110 REF PAV MRK TY I (Y)(4")(SLD)(100 MIL) LF 11,738.000 14,451.000 .300 4,335.30 6266 VIVDS PROCESSOR SYSTEM EA 1.000 1.000 10,400.000 10,400.00 6266 VIVDS CAMERA ASSEMBLY EA 8.000 8.000 1,500.000 12,000.00 6266 VIVDS SET-UP SYSTEM EA 1.000 1.000 700.000 700.00 6266 VIVDS COMMUNICATION CABLE (COAXIAL) LF 2,350.000 2,350.000 1.500 3,525.00 6834 PORTABLE CHANGEABLE MESSAGE SIGN DAY 134.000 24.000 81.190 1,948.56 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 00341* PRODUCTION BONUS/PENALTY DOL 5,383.990 5,383.990 1.000 5,383.99 0341* PLACEMENT BONUS/PENALTY DOL 262.350 262.350 1.000 262.35 0666* REFL PAV MRK TY I (W) 4" (DOT)(100MIL) LF 192.000 192.000 3.150 604.80 0666* REFL PAV MRK TY I (Y) 8" 1 (SLD)(100MIL) LF 24.000 38.000 1.570 59.66 9001* FORCE ACCOUNT POLICE OFFICERS LS 1.000 1.000 18,735.060 18,735.06 9002* REFL PAV MRK TY I (Y)(ISLAND)(100 MIL) EA 1.000 2.000 262.500 525.00 9003* REFL PAV MRK TY II(Y)(ISLAND) EA 1.000 2.000 105.000 210.00 9004* FORCE ACCOUNT POLICE OFFICERS LS 1.000 1.000 1,187.760 1,187.76 9005* COLD MIX ASPHALT LS 1.000 1.000 6,811.780 6,811.78 0 SUBTOTAL BID ITEMS $ 1,022,575.15 0 CONTRACT TOTAL ALL ITEMS $ 1,022,575.15 1MIS.CIS.05 CONSTR ESTIMATE DISTRIBUTION CONTRACT 2094027 MGR.NO. 058 PAGE 001 CONT 6174 SEC 88 JOB 001 RES ENGR ACOSTA, MICHAEL PROJ RMC - 617488001 HWY US0090 4615 NW LOOP 410 SAN ANTO CNTY BEXAR DIST 15 CONTRACT PRICE $ 905,104.00 REPORT DATE 10/20/2009 13.32.10 CONTRACTOR HUNTER INDUSTRIES, LTD. 9560 EST PERIOD MAY 11,2009 TO JUL 31,2009 EST NO 004 & 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 ********************************************************************************************************************************** 15 RMC - 617488001 6174-88-001 1,022,575.15 .00 1,022,575.15 .00 .00 1,022,575.15 996,672.46 25,902.69 ---------------------------------------------------------------------------------------------------------------------------------- 0********************************** TOTALS ***************************************************************************** TOTAL AMOUNT .00 % DIFFERENCE LESS TOTAL LESS LIQ DIFFERENCE LESS PREV AMOUNT DUE WORK DONE RETAINAGE SPL DEDUCTS DAMAGE PAYMENTS THIS EST ********************************************************************************************************************************** 1,022,575.15 .00 1,022,575.15 .00 .00 1,022,575.15 996,672.46 25,902.69 ---------------------------------------------------------------------------------------------------------------------------------- 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 2094027 MGR.NO. 058 PAGE 001 CONT 6174 SEC 88 JOB 001 RES ENGR ACOSTA, MICHAEL PROJ RMC - 617488001 HWY US0090 4615 NW LOOP 410 SAN ANTO CNTY BEXAR DIST 15 CONTRACT PRICE $ 905,104.00 REPORT DATE 10/20/2009 13.32.11 CONTRACTOR HUNTER INDUSTRIES, LTD. 9560 EST PERIOD MAY 11,2009 TO JUL 31,2009 EST NO 004 & FINAL ********************************************************************************************************************* - CONTROL PROJECT DISTRICT HIGHWAY COUNTY 6174-88-001 RMC - 617488001 15 US0090 BEXAR -LIMITS - 0.17MI EAST OF IH410 0.04MI EAST OF OLD HWY 90 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES THIS ESTIMATE PRICE($) ($) 0 60 0134 BACKFILL (TY B) STA 115.930 57.965 72.750 4,216.95 65 0150 BLADING HR 10.000 5.000 62.700 313.50 80 0340 D-GR HMA(METH) TY-B PG64-22 TON 4,496.000 -233.680 50.600 -11,824.21 95 0351 FLEXIBLE PAVEMENT STRUCTURE SY 626.000 531.090 31.690 16,830.24 REPAIR(8") 105 0354 PLANE ASPH CONC PAV (8") SY 6,188.000 -531.090 6.120 -3,250.27 120 0662 WK ZN PAV MRK SHT TERM (TAB) EA 1,749.000 2,238.000 0.760 1,700.88 TY W 125 0666 REFL PAV MRK TY I (W) EA 8.000 7.000 125.000 875.00 (ARROW) (100MIL) 130 0666 REFL PAV MRK TY I(W)(DBL EA 3.000 8.000 175.000 1,400.00 ARROW)(100MIL) 135 0666 REFL PAV MRK TY I (W) (WORD) EA 7.000 7.000 150.000 1,050.00 (100MIL) 150 0666 PAVEMENT SEALER 24" LF 1,382.000 109.000 1.750 190.75 155 0666 PAVEMENT SEALER (ARROW) EA 8.000 7.000 20.000 140.00 160 0666 PAVEMENT SEALER (WORD) EA 7.000 7.000 20.000 140.00 165 0666 PAVEMENT SEALER (DBL ARROW) EA 3.000 8.000 30.000 240.00 170 0672 REFL PAV MRKR TY II-C-R EA 458.000 758.000 5.500 4,169.00 225 6110 REF PAV MRK TY I LF 6,716.000 304.000 0.320 97.28 (W)(4")(SLD)(100 MIL) 230 6110 REF PAV MRK TY I LF 4,280.000 440.000 0.380 167.20 (W)(4")(BRK)(100 MIL) 235 6110 REF PAV MRK TY I LF 5,516.000 506.000 0.650 328.90 (W)(8")(SLD)(100 MIL) 240 6110 REF PAV MRK TY I LF 1,382.000 109.000 4.250 463.25 (W)(24")(SLD)(100 MIL) 245 6110 REF PAV MRK TY I LF 11,738.000 884.000 0.300 265.20 (Y)(4")(SLD)(100 MIL) 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 0 280 0666* REFL PAV MRK TY I (Y) 8" LF 0.000 14.000 1.570 21.98 (SLD)(100MIL) 285 9002* REFL PAV MRK TY I EA 0.000 1.000 262.500 262.50 (Y)(ISLAND)(100 MIL) 290 9003* REFL PAV MRK TY EA 0.000 1.000 105.000 105.00 II(Y)(ISLAND) 310 9004* FORCE ACCOUNT POLICE LS 0.000 1.000 1,187.760 1,187.76 OFFICERS 315 9005* COLD MIX ASPHALT LS 0.000 1.000 6,811.780 6,811.78 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 1 --------------- - TOTAL BID ITEMS DONE THIS ESTIMATE - $ 25,902.69 0 TOTAL AMOUNT WORK DONE TO DATE - $ 1,022,575.15