1MIS.CIS.01 CONTRACT TIME STATEMENT CONTRACT 4124019 MGR.NO. PAGE 001 CONT 6240 SEC 12 JOB 001 RES ENGR SCHNEIDER, PAUL PROJ RMC - 624012001 HWY US0175 2709 W. FRONT ST. TYLER CNTY CHEROKEE DIST 10 CONTRACT PRICE $ 365,100.30 REPORT DATE 12/03/2012 16.08.30 CONTRACTOR REYNOLDS & KAY, LTD. 9673 EST PERIOD JUN 04,2012 TO SEP 30,2012 EST NO 006 & FINAL --------------------------------------------------------------------------------------------------------- DATE WORK BEGAN JUN 07, 2012 TIME COMPUTED FROM JUN 04, 2012 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 = 45 89 64 25 BROUGHT FORWARD ADDL DAYS GRANTED = 9 SEP 12 1 1 SATURDAY TOTAL DAYS ALLOWED = 54 2 1 SUNDAY DATE WORK COMPLETED 09/30/12 3 1 HOLIDAY DAYS CHARGED TO DATE = 70 4 1 ASSESSED LIQ DAMAGES = 16 5 1 TIME SUSPENDED LIQ DAMAGE RATE $ 590 6 1 TIME SUSPENDED 7 1 LIQUIDATED DAMAGES 8 1 SATURDAY 16 DAYS AT $ 590 PER DAY 9 1 SUNDAY TOTAL = $ 9,440.00 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 SATURDAY 16 1 SUNDAY ---------------------------- 17 1 TIME SUSPENDED AREA/PROJECT ENGINEER 18 1 19 1 20 1 21 1 22 1 SATURDAY 23 1 SUNDAY 24 1 WORK COMPLETED 25 1 TIME SUSPENDED 26 1 TIME SUSPENDED 27 1 TIME SUSPENDED 28 1 TIME SUSPENDED 29 1 TIME SUSPENDED 30 1 WORK ACCEPTED 0 ----- ----- ----- 119 70 49 4 SATURDAY 4 SUNDAY 1 HOLIDAY 13 TIME SUSPENDED 1 WORK COMPLETED 1 WORK ACCEPTED 1MIS.CIS.03 CONSTRUCTN ESTIMATE BREAKDOWN CONTRACT 4124019 MGR.NO. PAGE 001 CONT 6240 SEC 12 JOB 001 RES ENGR SCHNEIDER, PAUL PROJ RMC - 624012001 HWY US0175 2709 W. FRONT ST. TYLER CNTY CHEROKEE DIST 10 CONTRACT PRICE $ 365,100.30 REPORT DATE 12/03/2012 16.08.32 CONTRACTOR REYNOLDS & KAY, LTD. 9673 EST PERIOD JUN 04,2012 TO SEP 30,2012 EST NO 006 & FINAL DIST. 10 COUNTY CHEROKEE CONTROL 6240-12-001 PROJECT RMC - 624012001 HIGHWAY US0175 0LIMITS- US 175 979'W OF PENIDA ST., EAST 849'E OF PENIDA ST. 0TYPE OF WORK- WIDENING FOR TURNING LANE 0 0005 PREPARED BY BRADLEY BASSETT, ENTERED BY L. WICKHAM 0 0055 ROADWAY WIDENING FOR TURNING LANE NET LENGTH 0.346 MILES 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 0060 0105 REMOVING STAB BASE & ASPH PAV (4" - 6") SY 197.000 197.000 12.000 2,364.00 0065 0110 EXCAVATION (SPECIAL) CY 5.000 0.000 50.000 .00 0070 0112 SUBGRADE WIDENING (ORD COMP) STA 17.000 17.000 615.000 10,455.00 0075 0132 EMBANKMENT (VEHICLE)(ORD COMP)(TY C) CY 419.000 1,452.000 16.500 23,958.00 0075 0132 ADJ EST QUANTITY TO DATE 519.000 0080 0150 BLADING STA 4.660 10.000 390.000 3,900.00 0085 0164 STRAW/HAY MLCH SEED(PERM)(RURAL)(SANDY) SY 6,320.000 6,320.000 .350 2,212.00 0090 0168 VEGETATIVE WATERING MG 76.000 76.000 28.000 2,128.00 0095 0314 EMULS ASPH (EROSN CONT)(SS-1) GAL 586.000 586.000 3.000 1,758.00 0100 0316 ASPH (AC-20-5TR) GAL 4,260.000 4,130.000 3.700 15,281.00 0105 0316 AGGR (TY-PD GR-3 OR TYL-PL GR-3) CY 113.000 108.000 123.000 13,284.00 0110 0340 D-GR HMA(METH) TY-C PG64-22 TON 1,396.000 1,490.150 87.000 129,643.05 0115 0400 STRUCT EXCAV (PIPE) CY 52.000 52.000 10.500 546.00 0120 0400 CUT & RESTORING PAV SY 62.000 62.000 91.000 5,642.00 0125 0401 FLOWABLE BACKFILL CY 20.000 20.000 93.000 1,860.00 0130 0420 CL A CONC (CURB OUTLET) (TY II) EA 2.000 2.000 760.000 1,520.00 0135 0430 CL C CONC FOR EXT STRU(CULV)(3'X 3') LF 3.000 12.000 300.000 3,600.00 0135 0430 ADJ EST QUANTITY TO DATE 12.000 0140 0432 RIPRAP (STONE COMMON)(DRY)(12 IN) CY 6.000 14.000 250.000 3,500.00 0140 0432 ADJ EST QUANTITY TO DATE 14.000 0145 0464 RC PIPE (CL III)(24 IN) LF 332.000 455.000 42.500 19,337.50 1 0145 0464 ADJ EST QUANTITY TO DATE 413.000 0150 0466 WINGWALL (PW)(HW=4 FT) EA 1.000 2.000 2,500.000 5,000.00 0150 0466 ADJ EST QUANTITY TO DATE 2.000 0155 0467 SET (TY II)(24 IN)(RCP)(6:1)(P) EA 6.000 6.000 940.000 5,640.00 0160 0496 REMOV STR (WINGWALL) EA 1.000 1.000 515.000 515.00 0165 0496 REMOV STR (PIPE) LF 182.000 182.000 5.000 910.00 0170 0500 MOBILIZATION LS 1.000 1.000 15,500.000 15,500.00 0175 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 2.000 3.000 5,150.000 15,450.00 0175 0502 ADJ EST QUANTITY TO DATE 3.000 0180 0506 ROCK FILTER DAMS (INSTALL) (TY 1) LF 72.000 72.000 27.000 1,944.00 0185 0506 ROCK FILTER DAMS (REMOVE) LF 72.000 0.000 10.500 .00 0190 0506 TEMPORARY SEDIMENT CONTROL FENCE LF 3,483.000 30.000 1.500 45.00 0195 0529 CONC CURB & GUTTER (TY II) LF 932.000 1,022.000 14.600 14,921.20 0200 0530 DRIVEWAYS (ACP) SY 282.000 140.500 23.000 3,231.50 0205 0644 IN SM RD SN SUP&AM TY10BWG(1)SA(P) EA 1.000 1.000 525.000 525.00 0210 0644 RELOCATE SM RD SN SUP & AM TY 10BWG EA 8.000 7.000 325.000 2,275.00 0215 0658 INSTL OM ASSM (OM-2Z)(FLX)SRF EA 1.000 1.000 160.000 160.00 0220 0662 WK ZN PAV MRK SHT TERM (TAB) TY W EA 70.000 0.000 1.000 .00 0225 0662 WK ZN PAV MRK SHT TERM (TAB) TY Y-2 EA 276.000 100.000 1.000 100.00 0230 0662 WK ZN PAV MRK SHT TERM RMV(W)(4") LF 333.000 212.000 1.100 233.20 0235 0662 WK ZN PAV MRK SHT TERM RMV(Y)(4") LF 1,205.000 656.000 1.100 721.60 0240 0666 REFL PAV MRK TY I (W) 4" (SLD)(090MIL) LF 3,543.000 4,036.000 .450 1,816.20 0245 0666 REFL PAV MRK TY I (W) 8" (BRK)(090MIL) LF 20.000 0.000 1.000 .00 0250 0666 REFL PAV MRK TY I (W) 8" (SLD)(090MIL) LF 1,271.000 1,497.000 1.000 1,497.00 0255 0666 REFL PAV MRK TY I (W) 12"(SLD)(090MIL) LF 24.000 83.000 3.250 269.75 0260 0666 REFL PAV MRK TY I (W) 24"(SLD)(090MIL) LF 24.000 12.000 5.400 64.80 0265 0666 REFL PAV MRK TY I (W) (ARROW) (090MIL) EA 5.000 5.000 140.000 700.00 0270 0666 REFL PAV MRK TY I (W) (WORD) (090MIL) EA 6.000 5.000 184.000 920.00 0275 0666 REFL PAV MRK TY I (Y) 4" (SLD)(090MIL) LF 5,327.000 5,990.000 .450 2,695.50 0280 0666 REFL PAV MRK TY I (Y) 24"(SLD)(090MIL) LF 492.000 589.000 4.300 2,532.70 0285 0672 REFL PAV MRKR TY I-C EA 68.000 73.000 4.300 313.90 1 0290 0672 REFL PAV MRKR TY II-A-A EA 276.000 277.000 4.300 1,191.10 0295 3224 D-GR HMA(QCQA) TY-D SAC-A PG70-22 TON 837.000 1,245.380 93.000 115,820.34 0300 6834 PORTABLE CHANGEABLE MESSAGE SIGN DAY 28.000 28.000 92.000 2,576.00 0305 0420*CL C CONC (COLLAR) EA 1.000 1.000 200.000 200.00 0310 0496*REMOV STR (SET) EA 1.000 1.000 300.000 300.00 0 SUBTOTAL BID ITEMS $ 439,057.34 0 TOTAL AMOUNT WORK DONE ROADWAY WIDENING FOR TURNING LANE $ 439,057.34 0 TOTAL AMOUNT WORK DONE CONTROL 6240-12-001 $ 439,057.34 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 1MIS.CIS.04 CONSTRUCTION ESTIMATE COMBINED CONTRACT 4124019 MGR.NO. PAGE 001 CONT 6240 SEC 12 JOB 001 RES ENGR SCHNEIDER, PAUL PROJ RMC - 624012001 HWY US0175 2709 W. FRONT ST. TYLER CNTY CHEROKEE DIST 10 CONTRACT PRICE $ 365,100.30 REPORT DATE 12/03/2012 16.08.33 CONTRACTOR REYNOLDS & KAY, LTD. 9673 EST PERIOD JUN 04,2012 TO SEP 30,2012 EST NO 006 & FINAL 0*********************************************************************************************************************************** -LIMITS - US 175 979'W OF PENIDA ST., EAST 0 849'E OF PENIDA ST. DATE WORK BEGAN JUN 7 , 2012 WORKING DAYS USED 70 PERCENT COMPLETE 100.00 PERCENT TIME USED 129.60 DATE COMPLETED SEP 30 2012 0 CONTROL PROJECT DISTRICT HIGHWAY COUNTY 0 6240-12-001 RMC - 624012001 10 US0175 CHEROKEE - ITEM DESCRIPTION UNIT ESTIMATED WORK DONE CONTRACT AMOUNT NO. QUANTITIES ON CONTRACT PRICE($) ($) -0105 REMOVING STAB BASE & ASPH PAV (4" - 6") SY 197.000 197.000 12.000 2,364.00 0112 SUBGRADE WIDENING (ORD COMP) STA 17.000 17.000 615.000 10,455.00 0132 EMBANKMENT (VEHICLE)(ORD COMP)(TY C) CY 419.000 1,452.000 16.500 23,958.00 0132 ADJ EST QUANTITY TO DATE 519.000 0150 BLADING STA 4.660 10.000 390.000 3,900.00 0164 STRAW/HAY MLCH SEED(PERM)(RURAL)(SANDY) SY 6,320.000 6,320.000 .350 2,212.00 0168 VEGETATIVE WATERING MG 76.000 76.000 28.000 2,128.00 0314 EMULS ASPH (EROSN CONT)(SS-1) GAL 586.000 586.000 3.000 1,758.00 0316 ASPH (AC-20-5TR) GAL 4,260.000 4,130.000 3.700 15,281.00 0316 AGGR (TY-PD GR-3 OR TYL-PL GR-3) CY 113.000 108.000 123.000 13,284.00 0340 D-GR HMA(METH) TY-C PG64-22 TON 1,396.000 1,490.150 87.000 129,643.05 0400 STRUCT EXCAV (PIPE) CY 52.000 52.000 10.500 546.00 0400 CUT & RESTORING PAV SY 62.000 62.000 91.000 5,642.00 0401 FLOWABLE BACKFILL CY 20.000 20.000 93.000 1,860.00 0420 CL A CONC (CURB OUTLET) (TY II) EA 2.000 2.000 760.000 1,520.00 0430 CL C CONC FOR EXT STRU(CULV)(3'X 3') LF 3.000 12.000 300.000 3,600.00 0430 ADJ EST QUANTITY TO DATE 12.000 0432 RIPRAP (STONE 1 COMMON)(DRY)(12 IN) CY 6.000 14.000 250.000 3,500.00 0432 ADJ EST QUANTITY TO DATE 14.000 0464 RC PIPE (CL III)(24 IN) LF 332.000 455.000 42.500 19,337.50 0464 ADJ EST QUANTITY TO DATE 413.000 0466 WINGWALL (PW)(HW=4 FT) EA 1.000 2.000 2,500.000 5,000.00 0466 ADJ EST QUANTITY TO DATE 2.000 0467 SET (TY II)(24 IN)(RCP)(6:1)(P) EA 6.000 6.000 940.000 5,640.00 0496 REMOV STR (WINGWALL) EA 1.000 1.000 515.000 515.00 0496 REMOV STR (PIPE) LF 182.000 182.000 5.000 910.00 0500 MOBILIZATION LS 1.000 1.000 15,500.000 15,500.00 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 2.000 3.000 5,150.000 15,450.00 0502 ADJ EST QUANTITY TO DATE 3.000 0506 ROCK FILTER DAMS (INSTALL) (TY 1) LF 72.000 72.000 27.000 1,944.00 0506 TEMPORARY SEDIMENT CONTROL FENCE LF 3,483.000 30.000 1.500 45.00 0529 CONC CURB & GUTTER (TY II) LF 932.000 1,022.000 14.600 14,921.20 0530 DRIVEWAYS (ACP) SY 282.000 140.500 23.000 3,231.50 0644 IN SM RD SN SUP&AM TY10BWG(1)SA(P) EA 1.000 1.000 525.000 525.00 0644 RELOCATE SM RD SN SUP & AM TY 10BWG EA 8.000 7.000 325.000 2,275.00 0658 INSTL OM ASSM (OM-2Z)(FLX)SRF EA 1.000 1.000 160.000 160.00 0662 WK ZN PAV MRK SHT TERM (TAB) TY Y-2 EA 276.000 100.000 1.000 100.00 0662 WK ZN PAV MRK SHT TERM RMV(W)(4") LF 333.000 212.000 1.100 233.20 0662 WK ZN PAV MRK SHT TERM RMV(Y)(4") LF 1,205.000 656.000 1.100 721.60 0666 REFL PAV MRK TY I (W) 4" (SLD)(090MIL) LF 3,543.000 4,036.000 .450 1,816.20 0666 REFL PAV MRK TY I (W) 8" (SLD)(090MIL) LF 1,271.000 1,497.000 1.000 1,497.00 0666 REFL PAV MRK TY I (W) 12"(SLD)(090MIL) LF 24.000 83.000 3.250 269.75 0666 REFL PAV MRK TY I (W) 24"(SLD)(090MIL) LF 24.000 12.000 5.400 64.80 0666 REFL PAV MRK TY I (W) (ARROW) (090MIL) EA 5.000 5.000 140.000 700.00 0666 REFL PAV MRK TY I (W) (WORD) (090MIL) EA 6.000 5.000 184.000 920.00 0666 REFL PAV MRK TY I (Y) 4" (SLD)(090MIL) LF 5,327.000 5,990.000 .450 2,695.50 0666 REFL PAV MRK TY I (Y) 24"(SLD)(090MIL) LF 492.000 589.000 4.300 2,532.70 0672 REFL PAV MRKR TY I-C EA 68.000 73.000 4.300 313.90 0672 REFL PAV MRKR TY II-A-A EA 276.000 277.000 4.300 1,191.10 3224 D-GR HMA(QCQA) TY-D SAC-A 1 PG70-22 TON 837.000 1,245.380 93.000 115,820.34 6834 PORTABLE CHANGEABLE MESSAGE SIGN DAY 28.000 28.000 92.000 2,576.00 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 00420* CL C CONC (COLLAR) EA 1.000 1.000 200.000 200.00 0496* REMOV STR (SET) EA 1.000 1.000 300.000 300.00 0 SUBTOTAL BID ITEMS $ 439,057.34 0 CONTRACT TOTAL ALL ITEMS $ 439,057.34 1MIS.CIS.05 CONSTR ESTIMATE DISTRIBUTION CONTRACT 4124019 MGR.NO. PAGE 001 CONT 6240 SEC 12 JOB 001 RES ENGR SCHNEIDER, PAUL PROJ RMC - 624012001 HWY US0175 2709 W. FRONT ST. TYLER CNTY CHEROKEE DIST 10 CONTRACT PRICE $ 365,100.30 REPORT DATE 12/03/2012 16.08.33 CONTRACTOR REYNOLDS & KAY, LTD. 9673 EST PERIOD JUN 04,2012 TO SEP 30,2012 EST NO 006 & 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 ********************************************************************************************************************************** 37 RMC - 624012001 6240-12-001 439,057.34 .00 439,057.34 .00 9,440.00 429,617.34 428,081.40 1,535.94 ---------------------------------------------------------------------------------------------------------------------------------- 0********************************** TOTALS ***************************************************************************** TOTAL AMOUNT .00 % DIFFERENCE LESS TOTAL LESS LIQ DIFFERENCE LESS PREV AMOUNT DUE WORK DONE RETAINAGE SPL DEDUCTS DAMAGE PAYMENTS THIS EST ********************************************************************************************************************************** 439,057.34 .00 439,057.34 .00 9,440.00 429,617.34 428,081.40 1,535.94 ---------------------------------------------------------------------------------------------------------------------------------- 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 4124019 MGR.NO. PAGE 001 CONT 6240 SEC 12 JOB 001 RES ENGR SCHNEIDER, PAUL PROJ RMC - 624012001 HWY US0175 2709 W. FRONT ST. TYLER CNTY CHEROKEE DIST 10 CONTRACT PRICE $ 365,100.30 REPORT DATE 12/03/2012 16.08.33 CONTRACTOR REYNOLDS & KAY, LTD. 9673 EST PERIOD JUN 04,2012 TO SEP 30,2012 EST NO 006 & FINAL ********************************************************************************************************************* - CONTROL PROJECT DISTRICT HIGHWAY COUNTY 6240-12-001 RMC - 624012001 10 US0175 CHEROKEE -LIMITS - US 175 979'W OF PENIDA ST., EAST 849'E OF PENIDA ST. LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES THIS ESTIMATE PRICE($) ($) 0 200 0530 DRIVEWAYS (ACP) SY 282.000 140.500 23.000 3,231.50 295 3224 D-GR HMA(QCQA) TY-D SAC-A TON 837.000 -30.920 93.000 -2,875.56 PG70-22 --------------- - TOTAL BID ITEMS DONE THIS ESTIMATE - $ 355.94 0 TOTAL AMOUNT WORK DONE TO DATE - $ 439,057.34