1MIS.CIS.01 CONTRACT TIME STATEMENT CONTRACT 3124032 MGR.NO. 053 PAGE 001 CONT 6238 SEC 81 JOB 001,ETC RES ENGR RYAN, PATRICK PROJ RMC - 623881001,ETC HWY US0069 3304 US 190W JASPER CNTY TYLER DIST 20 CONTRACT PRICE $ 1,244,823.89 REPORT DATE 10/03/2012 09.25.46 CONTRACTOR APAC-TEXAS, INC. 154 EST PERIOD MAY 14,2012 TO AUG 31,2012 EST NO 004 & FINAL --------------------------------------------------------------------------------------------------------- DATE WORK BEGAN MAY 17, 2012 TIME COMPUTED FROM MAY 14, 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 = 50 79 40 39 BROUGHT FORWARD ADDL DAYS GRANTED = 0 AUG 12 1 1 TIME SUSP - LETTER SUBMITTED TOTAL DAYS ALLOWED = 50 2 1 TIME SUSP - LETTER SUBMITTED DATE WORK COMPLETED 08/31/12 3 1 TIME SUSP - LETTER SUBMITTED DAYS CHARGED TO DATE = 51 4 1 SATURDAY ASSESSED LIQ DAMAGES = 1 5 1 SUNDAY LIQ DAMAGE RATE $ 685 6 1 TIME SUSP - LETTER SUBMITTED 7 1 LIQUIDATED DAMAGES 8 1 1 DAYS AT $ 685 PER DAY 9 1 TOTAL = $ 685.00 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 RAIN AREA/PROJECT ENGINEER 18 1 SATURDAY 19 1 SUNDAY 20 1 21 1 22 1 RAIN 23 1 TOO WET 24 1 RAIN 25 1 SATURDAY 26 1 SUNDAY 27 1 TOO WET 28 1 29 1 WORK COMPLETED 30 1 AWAITING DE ACCEPTANCE 31 1 WORK COMPLETED AND ACCEPTED ----- ----- ----- 110 51 59 4 SATURDAY 4 SUNDAY 0 HOLIDAY 4 TIME SUSP - LETTER SUBMITTED 3 RAIN 2 TOO WET 1 WORK COMPLETED 1 AWAITING DE ACCEPTANCE 1 WORK COMPLETED AND ACCEPTED 1MIS.CIS.03 CONSTRUCTN ESTIMATE BREAKDOWN CONTRACT 3124032 MGR.NO. 053 PAGE 001 CONT 6238 SEC 81 JOB 001,ETC RES ENGR RYAN, PATRICK PROJ RMC - 623881001,ETC HWY US0069 3304 US 190W JASPER CNTY TYLER DIST 20 CONTRACT PRICE $ 1,244,823.89 REPORT DATE 10/03/2012 09.25.47 CONTRACTOR APAC-TEXAS, INC. 154 EST PERIOD MAY 14,2012 TO AUG 31,2012 EST NO 004 & FINAL DIST. 20 COUNTY TYLER CONTROL 6238-81-001 PROJECT RMC - 623881001 HIGHWAY US0069 0LIMITS- 0.82 MILES SOUTH OF FM 1632, SOUTH US 190 IN WOODVILLE 0TYPE OF WORK- MILL, OCST, ACP AND STRIPE 0 0005 PREPARED 8-08-11 0 0055 ROADWAY NET LENGTH 2.571 MILES 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 0060 0134 BACKFILL (TY B) STA 101.600 101.600 90.000 9,144.00 0065 0346 STONE-MTRX-ASPH SMA-D SAC-A PG76-22 TON 7,310.000 0.000 116.500 .00 0065 0346 ADJ EST QUANTITY TO DATE 0.000 0070 0351 FLEXIBLE PAVEMENT STRUCTURE REPAIR(12") SY 38.000 38.000 86.500 3,287.00 0075 0354 PLANE ASPH CONC PAV (1.5") SY 28,086.000 23,068.000 .820 18,915.76 0080 0361 FULL-DEPTH REPAIR CPCD (12"-13") SY 43.000 37.770 350.000 13,219.50 0085 0361 FULL DEPTH REPAIR JRCP (9"-13") SY 49.000 54.000 365.000 19,710.00 0090 0479 ADJ MANHS EA 4.000 0.000 285.000 .00 0095 0500 MOBILIZATION LS 1.000 1.000 42,600.000 42,600.00 0100 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 4.000 4.000 600.000 2,400.00 0105 0644 RELOCATE SM RD SN SUP & AM TY 10BWG EA 4.000 4.000 290.000 1,160.00 0110 0662 WK ZN PAV MRK NON-REMOV (W) 4" (BRK) LF 4,230.000 0.000 .150 .00 0115 0662 WK ZN PAV MRK NON-REMOV (W) 4" (SLD) LF 20,370.000 0.000 .150 .00 0120 0662 WK ZN PAV MRK NON-REMOV (W) 8" (SLD) LF 723.000 0.000 .310 .00 0125 0662 WK ZN PAV MRK NON-REMOV (Y) 4" (BRK) LF 1,950.000 0.000 .150 .00 0130 0662 WK ZN PAV MRK NON-REMOV (Y) 4" (SLD) LF 25,304.000 0.000 .150 .00 0135 0662 WK ZN PAV MRK SHT TERM (TAB) TY W EA 1,351.000 1,351.000 1.400 1,891.40 1 0140 0662 WK ZN PAV MRK SHT TERM (TAB) TY Y-2 EA 1,855.000 1,855.000 1.400 2,597.00 0145 0666 REFL PAV MRK TY I (W) 4" (BRK)(090MIL) LF 4,230.000 4,230.000 .400 1,692.00 0150 0666 REFL PAV MRK TY I (W) 4" (SLD)(090MIL) LF 20,370.000 20,370.000 .390 7,944.30 0155 0666 REFL PAV MRK TY I (W) 8" (SLD)(090MIL) LF 723.000 723.000 .820 592.86 0160 0666 REFL PAV MRK TY I (Y) 4" (BRK)(090MIL) LF 1,950.000 1,950.000 .410 799.50 0165 0666 REFL PAV MRK TY I (Y) 4" (SLD)(090MIL) LF 25,304.000 25,304.000 .390 9,868.56 0170 0668 PREFAB PAV MRK TY C (W) (18") (SLD) LF 134.000 134.000 9.270 1,242.18 0175 0668 PREFAB PAV MRK TY C (W) (24") (SLD) LF 130.000 130.000 11.250 1,462.50 0180 0668 PREFAB PAV MRK TY C (W) (ARROW) EA 5.000 5.000 157.000 785.00 0185 0668 PREFAB PAV MRK TY C (W) (SYMBOL) EA 2.000 2.000 193.000 386.00 0190 0668 PREFAB PAV MRK TY C (W) (36")(YLD TRI) EA 10.000 10.000 25.500 255.00 0195 0668 PREFAB PAV MRK TY C (Y) (24") (SLD) LF 247.000 247.000 11.200 2,766.40 0200 0672 REFL PAV MRKR TY I-C EA 271.000 271.000 3.050 826.55 0205 0672 REFL PAV MRKR TY II-A-A EA 584.000 584.000 3.050 1,781.20 0210 5369 CENTERLINE TEXTURING STA 93.400 95.400 76.000 7,250.40 0 SUBTOTAL BID ITEMS $ 152,577.11 0 TOTAL AMOUNT WORK DONE ROADWAY $ 152,577.11 0 TOTAL AMOUNT WORK DONE CONTROL 6238-81-001 $ 152,577.11 DIST. 20 COUNTY TYLER CONTROL 6230-12-001 PROJECT RMC - 623012001 HIGHWAY US0069 0LIMITS- AT BIG TURKEY CREEK AT BIG TURKEY CREEK 0TYPE OF WORK- BRIDGE JOINT REPAIR 0 0315 BRIDGE JOINT REPAIR 0 0365 TURKEY CREEK BRIDGE NET LENGTH 1.000 MILES 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 0370 0292 ASPHALT STAB BASE (GR 1)(PG 64) TON 72.000 0.000 121.000 .00 1 0370 0292 ADJ EST QUANTITY TO DATE 0.000 0375 0346 STONE-MTRX-ASPH SMA-D SAC-A PG76-22 TON 212.000 0.000 116.500 .00 0380 0354 PLANE ASPH CONC PAV (0" TO 1 1/2") SY 488.000 1,048.000 3.300 3,458.40 0385 0354 PLAN & TEXT ASPH CONC (1"-5") SY 2,453.000 2,453.000 5.000 12,265.00 0390 0356 PAV JT UNDERSEAL (24") LF 240.000 240.000 26.000 6,240.00 0395 0430 CL K CONC FOR EXT STR (BEAM) LF 320.000 320.000 340.000 108,800.00 0400 0438 CLEAN AND SEAL EXIST JOINTS (CL-3) LF 432.000 432.000 7.100 3,067.20 0405 0512 PORT CTB (FUR & INST)(SAFETY SH)(TY 1) LF 390.000 390.000 26.000 10,140.00 0410 0512 PORT CTB (MOVE)(SAFETY SH)(TY 1) LF 390.000 390.000 3.750 1,462.50 0415 0512 PORT CTB (REMOVE)(SAFETY SH)(TY 1) LF 390.000 390.000 20.000 7,800.00 0420 0540 MTL BEAM GD FEN TRANS (THRIE-BEAM) EA 4.000 4.000 1,300.000 5,200.00 0425 0540 MTL W-BEAM GD FEN (ROUND TIMBER POST) LF 350.000 350.000 18.250 6,387.50 0430 0542 REMOVING METAL BEAM GUARD FENCE LF 700.000 700.000 2.550 1,785.00 0435 0544 GUARDRAIL END TREATMENT (MOVE & RESET) EA 4.000 4.000 765.000 3,060.00 0440 0545 CRASH CUSH ATTEN (INSTL)(WORK ZONE) EA 2.000 2.000 1,525.000 3,050.00 0445 0545 CRASH CUSH ATTEN(MOV&RESET)(WORK ZONE) EA 2.000 2.000 1,525.000 3,050.00 0450 0545 CRASH CUSH ATTEN (REMOVE)(WORK ZONE) EA 2.000 2.000 920.000 1,840.00 0455 0662 WK ZN PAV MRK NON-REMOV (W) 4" (BRK) LF 330.000 0.000 .150 .00 0460 0662 WK ZN PAV MRK NON-REMOV (W) 4" (SLD) LF 3,920.000 0.000 .150 .00 0465 0662 WK ZN PAV MRK NON-REMOV (Y) 4" (BRK) LF 170.000 0.000 .150 .00 0470 0662 WK ZN PAV MRK NON-REMOV (Y) 4" (SLD) LF 3,860.000 0.000 .150 .00 0475 0662 WK ZN PAV MRK REMOV (REFL) TY II-A-A EA 616.000 529.000 2.550 1,348.95 0480 0662 WK ZN PAV MRK REMOV (REFL) TY I-C EA 398.000 495.000 3.050 1,509.75 0485 0662 WK ZN PAV MRK REMOV (TRAF BTN) TY W EA 1,194.000 1,385.000 2.050 2,839.25 0490 0662 WK ZN PAV MRK REMOV (TRAF BTN) TY Y EA 1,848.000 1,658.000 2.050 3,398.90 0495 0662 WK ZN PAV MRK REMOV (Y) 4" (SLD) LF 920.000 920.000 .150 138.00 0500 0662 WK ZN PAV MRK SHT TERM (TAB) TY Y EA 14.000 14.000 2.150 30.10 1 0505 0666 REFL PAV MRK TY I (W) 4" (SLD)(090MIL) LF 920.000 920.000 .390 358.80 0510 0666 REFL PAV MRK TY I (Y) 4" (BRK)(090MIL) LF 110.000 110.000 .410 45.10 0515 0666 REFL PAV MRK TY I (Y) 4" (SLD)(090MIL) LF 411.000 411.000 .390 160.29 0520 0672 REFL PAV MRKR TY I-C EA 16.000 16.000 3.050 48.80 0525 0672 REFL PAV MRKR TY II-A-A EA 60.000 60.000 3.050 183.00 0530 0677 ELIM EXT PAV MRK & MRKS ( 4") LF 8,280.000 5,290.000 .310 1,639.90 0535 6834 PORTABLE CHANGEABLE MESSAGE SIGN DAY 60.000 60.000 76.000 4,560.00 0540 0340*D-GR HMA(METH) TY-C SAC-A PG76-22 TON 7,966.000 7,914.730 110.000 870,620.30 0545 0340*D-GR HMA(METH) TY-D SAC-B PG64-22 TON 61.860 61.860 145.000 8,969.70 0550 9608*UNIQUE CHANGE ORDER ITEM 1 DOL 1.000 1.000 497.000 497.00 0555 0432*RIPRAP (CONC)(CL B) CY 40.000 40.000 217.800 8,712.00 0560 0585*RIDE BONUS/PENALTY (ITEM 346) DOL 4,495.000 4,495.000 1.000 4,495.00 0 SUBTOTAL BID ITEMS $ 1,087,160.44 0 TOTAL AMOUNT WORK DONE TURKEY CREEK BRIDGE $ 1,087,160.44 0 TOTAL AMOUNT WORK DONE CONTROL 6230-12-001 $ 1,087,160.44 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 1MIS.CIS.04 CONSTRUCTION ESTIMATE COMBINED CONTRACT 3124032 MGR.NO. 053 PAGE 001 CONT 6238 SEC 81 JOB 001,ETC RES ENGR RYAN, PATRICK PROJ RMC - 623881001,ETC HWY US0069 3304 US 190W JASPER CNTY TYLER DIST 20 CONTRACT PRICE $ 1,244,823.89 REPORT DATE 10/03/2012 09.25.48 CONTRACTOR APAC-TEXAS, INC. 154 EST PERIOD MAY 14,2012 TO AUG 31,2012 EST NO 004 & FINAL 0*********************************************************************************************************************************** -LIMITS - 0.82 MILES SOUTH OF FM 1632, SOUTH 0 US 190 IN WOODVILLE DATE WORK BEGAN MAY 17, 2012 WORKING DAYS USED 51 PERCENT COMPLETE 100.00 PERCENT TIME USED 102.00 DATE COMPLETED AUG 31 2012 0 CONTROL PROJECT DISTRICT HIGHWAY COUNTY 0 6230-12-001 RMC - 623012001 20 US0069 TYLER 6238-81-001 RMC - 623881001 20 US0069 TYLER - ITEM DESCRIPTION UNIT ESTIMATED WORK DONE CONTRACT AMOUNT NO. QUANTITIES ON CONTRACT PRICE($) ($) -0134 BACKFILL (TY B) STA 101.600 101.600 90.000 9,144.00 0351 FLEXIBLE PAVEMENT STRUCTURE REPAIR(12") SY 38.000 38.000 86.500 3,287.00 0354 PLANE ASPH CONC PAV (1.5") SY 28,086.000 23,068.000 .820 18,915.76 0354 PLANE ASPH CONC PAV (0" TO 1 1/2") SY 488.000 1,048.000 3.300 3,458.40 0354 PLAN & TEXT ASPH CONC (1"-5") SY 2,453.000 2,453.000 5.000 12,265.00 0356 PAV JT UNDERSEAL (24") LF 240.000 240.000 26.000 6,240.00 0361 FULL-DEPTH REPAIR CPCD (12"-13") SY 43.000 37.770 350.000 13,219.50 0361 FULL DEPTH REPAIR JRCP (9"-13") SY 49.000 54.000 365.000 19,710.00 0430 CL K CONC FOR EXT STR (BEAM) LF 320.000 320.000 340.000 108,800.00 0438 CLEAN AND SEAL EXIST JOINTS (CL-3) LF 432.000 432.000 7.100 3,067.20 0500 MOBILIZATION LS 1.000 1.000 42,600.000 42,600.00 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 4.000 4.000 600.000 2,400.00 0512 PORT CTB (FUR & INST)(SAFETY SH)(TY 1) LF 390.000 390.000 26.000 10,140.00 0512 PORT CTB (MOVE)(SAFETY SH)(TY 1) LF 390.000 390.000 3.750 1,462.50 0512 PORT CTB (REMOVE)(SAFETY 1 SH)(TY 1) LF 390.000 390.000 20.000 7,800.00 0540 MTL BEAM GD FEN TRANS (THRIE-BEAM) EA 4.000 4.000 1,300.000 5,200.00 0540 MTL W-BEAM GD FEN (ROUND TIMBER POST) LF 350.000 350.000 18.250 6,387.50 0542 REMOVING METAL BEAM GUARD FENCE LF 700.000 700.000 2.550 1,785.00 0544 GUARDRAIL END TREATMENT (MOVE & RESET) EA 4.000 4.000 765.000 3,060.00 0545 CRASH CUSH ATTEN (INSTL)(WORK ZONE) EA 2.000 2.000 1,525.000 3,050.00 0545 CRASH CUSH ATTEN(MOV&RESET)(WORK ZONE) EA 2.000 2.000 1,525.000 3,050.00 0545 CRASH CUSH ATTEN (REMOVE)(WORK ZONE) EA 2.000 2.000 920.000 1,840.00 0644 RELOCATE SM RD SN SUP & AM TY 10BWG EA 4.000 4.000 290.000 1,160.00 0662 WK ZN PAV MRK REMOV (REFL) TY I-C EA 398.000 495.000 3.050 1,509.75 0662 WK ZN PAV MRK REMOV (REFL) TY II-A-A EA 616.000 529.000 2.550 1,348.95 0662 WK ZN PAV MRK REMOV (TRAF BTN) TY W EA 1,194.000 1,385.000 2.050 2,839.25 0662 WK ZN PAV MRK REMOV (TRAF BTN) TY Y EA 1,848.000 1,658.000 2.050 3,398.90 0662 WK ZN PAV MRK REMOV (Y) 4" (SLD) LF 920.000 920.000 .150 138.00 0662 WK ZN PAV MRK SHT TERM (TAB) TY W EA 1,351.000 1,351.000 1.400 1,891.40 0662 WK ZN PAV MRK SHT TERM (TAB) TY Y EA 14.000 14.000 2.150 30.10 0662 WK ZN PAV MRK SHT TERM (TAB) TY Y-2 EA 1,855.000 1,855.000 1.400 2,597.00 0666 REFL PAV MRK TY I (W) 4" (BRK)(090MIL) LF 4,230.000 4,230.000 .400 1,692.00 0666 REFL PAV MRK TY I (W) 4" (SLD)(090MIL) LF 21,290.000 21,290.000 .390 8,303.10 0666 REFL PAV MRK TY I (W) 8" (SLD)(090MIL) LF 723.000 723.000 .820 592.86 0666 REFL PAV MRK TY I (Y) 4" (BRK)(090MIL) LF 2,060.000 2,060.000 .410 844.60 0666 REFL PAV MRK TY I (Y) 4" (SLD)(090MIL) LF 25,715.000 25,715.000 .390 10,028.85 0668 PREFAB PAV MRK TY C (W) (18") (SLD) LF 134.000 134.000 9.270 1,242.18 0668 PREFAB PAV MRK TY C (W) (24") (SLD) LF 130.000 130.000 11.250 1,462.50 0668 PREFAB PAV MRK TY C (W) (ARROW) EA 5.000 5.000 157.000 785.00 0668 PREFAB PAV MRK TY C (W) (SYMBOL) EA 2.000 2.000 193.000 386.00 10668 PREFAB PAV MRK TY C (W) (36")(YLD TRI) EA 10.000 10.000 25.500 255.00 0668 PREFAB PAV MRK TY C (Y) (24") (SLD) LF 247.000 247.000 11.200 2,766.40 0672 REFL PAV MRKR TY I-C EA 287.000 287.000 3.050 875.35 0672 REFL PAV MRKR TY II-A-A EA 644.000 644.000 3.050 1,964.20 0677 ELIM EXT PAV MRK & MRKS ( 4") LF 8,280.000 5,290.000 .310 1,639.90 5369 CENTERLINE TEXTURING STA 93.400 95.400 76.000 7,250.40 6834 PORTABLE CHANGEABLE MESSAGE SIGN DAY 60.000 60.000 76.000 4,560.00 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 00340* D-GR HMA(METH) TY-C SAC-A PG76-22 TON 7,966.000 7,914.730 110.000 870,620.30 0340* D-GR HMA(METH) TY-D SAC-B PG64-22 TON 61.860 61.860 145.000 8,969.70 0432* RIPRAP (CONC)(CL B) CY 40.000 40.000 217.800 8,712.00 0585* RIDE BONUS/PENALTY (ITEM 346) DOL 4,495.000 4,495.000 1.000 4,495.00 9608* UNIQUE CHANGE ORDER ITEM 1 DOL 1.000 1.000 497.000 497.00 0 SUBTOTAL BID ITEMS $ 1,239,737.55 0 CONTRACT TOTAL ALL ITEMS $ 1,239,737.55 1MIS.CIS.05 CONSTR ESTIMATE DISTRIBUTION CONTRACT 3124032 MGR.NO. 053 PAGE 001 CONT 6238 SEC 81 JOB 001,ETC RES ENGR RYAN, PATRICK PROJ RMC - 623881001,ETC HWY US0069 3304 US 190W JASPER CNTY TYLER DIST 20 CONTRACT PRICE $ 1,244,823.89 REPORT DATE 10/03/2012 09.25.48 CONTRACTOR APAC-TEXAS, INC. 154 EST PERIOD MAY 14,2012 TO AUG 31,2012 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 ********************************************************************************************************************************** 229 RMC - 623881001 6238-81-001 152,577.11 .00 152,577.11 .00 84.00 152,493.11 73,069.50 79,423.61 ---------------------------------------------------------------------------------------------------------------------------------- 229 RMC - 623012001 6230-12-001 310 1,087,160.44 .00 1,087,160.44 .00 601.00 1,086,559.44 167,162.65 919,396.79 ---------------------------------------------------------------------------------------------------------------------------------- 0********************************** TOTALS ***************************************************************************** TOTAL AMOUNT .00 % DIFFERENCE LESS TOTAL LESS LIQ DIFFERENCE LESS PREV AMOUNT DUE WORK DONE RETAINAGE SPL DEDUCTS DAMAGE PAYMENTS THIS EST ********************************************************************************************************************************** 1,239,737.55 .00 1,239,737.55 .00 685.00 1,239,052.55 240,232.15 998,820.40 ---------------------------------------------------------------------------------------------------------------------------------- 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 3124032 MGR.NO. 053 PAGE 001 CONT 6238 SEC 81 JOB 001,ETC RES ENGR RYAN, PATRICK PROJ RMC - 623881001,ETC HWY US0069 3304 US 190W JASPER CNTY TYLER DIST 20 CONTRACT PRICE $ 1,244,823.89 REPORT DATE 10/03/2012 09.25.48 CONTRACTOR APAC-TEXAS, INC. 154 EST PERIOD MAY 14,2012 TO AUG 31,2012 EST NO 004 & FINAL ********************************************************************************************************************* - CONTROL PROJECT DISTRICT HIGHWAY COUNTY 6230-12-001 RMC - 623012001 20 US0069 TYLER 6238-81-001 RMC - 623881001 20 US0069 TYLER -LIMITS - 0.82 MILES SOUTH OF FM 1632, SOUTH US 190 IN WOODVILLE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. DESCRIPTION UNIT QUANTITIES THIS ESTIMATE PRICE($) ($) 0 0134 BACKFILL (TY B) STA 101.600 101.600 90.000 9,144.00 0351 FLEXIBLE PAVEMENT STRUCTURE SY 38.000 38.000 86.500 3,287.00 REPAIR(12") 0354 PLANE ASPH CONC PAV (1.5") SY 28,086.000 23,068.000 0.820 18,915.76 0356 PAV JT UNDERSEAL (24") LF 240.000 240.000 26.000 6,240.00 0438 CLEAN AND SEAL EXIST JOINTS LF 432.000 432.000 7.100 3,067.20 (CL-3) 0500 MOBILIZATION LS 1.000 0.100 42,600.000 4,260.00 0502 BARRICADES, SIGNS AND MO 4.000 1.000 600.000 600.00 TRAFFIC HANDLING 0540 MTL BEAM GD FEN TRANS EA 4.000 4.000 1,300.000 5,200.00 (THRIE-BEAM) 0540 MTL W-BEAM GD FEN (ROUND LF 350.000 350.000 18.250 6,387.50 TIMBER POST) 0542 REMOVING METAL BEAM GUARD LF 700.000 700.000 2.550 1,785.00 FENCE 0544 GUARDRAIL END TREATMENT EA 4.000 4.000 765.000 3,060.00 (MOVE & RESET) 0644 RELOCATE SM RD SN SUP & AM EA 4.000 4.000 290.000 1,160.00 TY 10BWG 0662 WK ZN PAV MRK REMOV (Y) 4" LF 920.000 920.000 0.150 138.00 (SLD) 0662 WK ZN PAV MRK SHT TERM (TAB) EA 1,351.000 1,351.000 1.400 1,891.40 TY W 0662 WK ZN PAV MRK SHT TERM (TAB) EA 14.000 14.000 2.150 30.10 TY Y 0662 WK ZN PAV MRK SHT TERM (TAB) EA 1,855.000 1,855.000 1.400 2,597.00 TY Y-2 0666 REFL PAV MRK TY I (W) 4" LF 4,230.000 4,230.000 0.400 1,692.00 (BRK)(090MIL) 0666 REFL PAV MRK TY I (W) 4" LF 21,290.000 21,290.000 0.390 8,303.10 (SLD)(090MIL) 0666 REFL PAV MRK TY I (W) 8" LF 723.000 723.000 0.820 592.86 (SLD)(090MIL) 0666 REFL PAV MRK TY I (Y) 4" LF 2,060.000 2,060.000 0.410 844.60 (BRK)(090MIL) 0666 REFL PAV MRK TY I (Y) 4" LF 25,715.000 25,715.000 0.390 10,028.85 (SLD)(090MIL) 0668 PREFAB PAV MRK TY C (W) LF 134.000 134.000 9.270 1,242.18 (18") (SLD) 0668 PREFAB PAV MRK TY C (W) LF 130.000 130.000 11.250 1,462.50 1 (24") (SLD) 0668 PREFAB PAV MRK TY C (W) EA 5.000 5.000 157.000 785.00 (ARROW) 0668 PREFAB PAV MRK TY C (W) EA 2.000 2.000 193.000 386.00 (SYMBOL) 0668 PREFAB PAV MRK TY C (W) EA 10.000 10.000 25.500 255.00 (36")(YLD TRI) 0668 PREFAB PAV MRK TY C (Y) LF 247.000 247.000 11.200 2,766.40 (24") (SLD) 0672 REFL PAV MRKR TY I-C EA 287.000 287.000 3.050 875.35 0672 REFL PAV MRKR TY II-A-A EA 644.000 644.000 3.050 1,964.20 5369 CENTERLINE TEXTURING STA 93.400 95.400 76.000 7,250.40 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 0 0340* D-GR HMA(METH) TY-C SAC-A TON 0.000 7,914.730 110.000 870,620.30 PG76-22 0340* D-GR HMA(METH) TY-D SAC-B TON 0.000 61.860 145.000 8,969.70 PG64-22 0432* RIPRAP (CONC)(CL B) CY 0.000 40.000 217.800 8,712.00 0585* RIDE BONUS/PENALTY (ITEM DOL 0.000 4,495.000 1.000 4,495.00 346) 9608* UNIQUE CHANGE ORDER ITEM 1 DOL 0.000 1.000 497.000 497.00 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 0 --------------- - TOTAL BID ITEMS DONE THIS ESTIMATE - $ 999,505.40 0 TOTAL AMOUNT WORK DONE TO DATE - $ 1,239,737.55