1MIS.CIS.01 CONTRACT TIME STATEMENT CONTRACT 8124018 MGR.NO. 006 PAGE 001 CONT 6226 SEC 18 JOB 001 RES ENGR JOHNSON, CHRIS PROJ RMC - 622618001 HWY SH0034 2750 S WASHINGTON KAUFMAN CNTY KAUFMAN DIST 18 CONTRACT PRICE $ 243,402.00 REPORT DATE 05/24/2013 07.31.12 CONTRACTOR EASTER CONSTRUCTION INC. 13188 EST PERIOD OCT 31,2012 TO MAR 07,2013 EST NO 008 & FINAL --------------------------------------------------------------------------------------------------------- DATE WORK BEGAN OCT 31, 2012 TIME COMPUTED FROM NOV 07, 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 = 60 121 48 73 BROUGHT FORWARD ADDL DAYS GRANTED = 0 MAR 13 1 1 TOTAL DAYS ALLOWED = 60 2 1 SATURDAY DATE WORK COMPLETED 03/07/13 3 1 SUNDAY DAYS CHARGED TO DATE = 52 4 1 INSPECTOR PUTTING PUNCH LIST TOGETHER ASSESSED LIQ DAMAGES = 0 5 1 LIQ DAMAGE RATE $ 590 6 1 7 1 WORK COMPLETED AND ACCEPTED LIQUIDATED DAMAGES 0 DAYS AT $ 590 PER DAY TOTAL = $ .00 0 CERTIFIED AS CORRECT AND ONE COPY HAS BEEN GIVEN TO THE CONTRACTOR - ---------------------------- AREA/PROJECT ENGINEER - - - - - ----- ----- ----- 128 52 76 1 SATURDAY 1 SUNDAY 0 HOLIDAY 1 INSPECTOR PUTTING PUNCH LIST TOGETHER 1MIS.CIS.03 CONSTRUCTN ESTIMATE BREAKDOWN CONTRACT 8124018 MGR.NO. 006 PAGE 001 CONT 6226 SEC 18 JOB 001 RES ENGR JOHNSON, CHRIS PROJ RMC - 622618001 HWY SH0034 2750 S WASHINGTON KAUFMAN CNTY KAUFMAN DIST 18 CONTRACT PRICE $ 243,402.00 REPORT DATE 05/24/2013 07.31.13 CONTRACTOR EASTER CONSTRUCTION INC. 13188 EST PERIOD OCT 31,2012 TO MAR 07,2013 EST NO 008 & FINAL DIST. 18 COUNTY KAUFMAN CONTROL 6226-18-001 PROJECT RMC - 622618001 HIGHWAY SH0034 0LIMITS- NORTH BOUND SH34 BRIDGE OVER IH20 AND WEST BOUND US 80 AT BUFFALO CREEK 0TYPE OF WORK- REMOVE & REPLACE RIPRAP & WINGWALL 0 0005 ESTIMATE PREPARED BY DAIVD JOUBERT 0 0055 REMOVE & REPLACE RIPRAP & WINGWALL NET LENGTH 0.001 MILES 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 0060 0104 REMOVING CONC (RIPRAP) SY 318.000 318.000 10.000 3,180.00 0060 0104 ADJ EST QUANTITY TO DATE 328.000 0061 0132*EMBANKMENT (FINAL)(ORD COMP)(TY C) CY 170.000 261.000 18.130 4,731.93 0061 0132 ADJ EST QUANTITY TO DATE 280.000 0065 0340 D-GR HMA(METH) TY-B PG64-22 TON 3.300 3.300 125.000 412.50 0070 0400 STRUCT EXCAV CY 1,313.000 1,310.330 15.000 19,654.95 0075 0403 TEMPORARY SPL SHORING SF 2,420.000 815.000 12.000 9,780.00 0075 0403 ADJ EST QUANTITY TO DATE 907.000 0076 0403*TEMPORARY SPL SHORING (SOIL NAIL) SF 1,034.000 856.500 25.840 22,131.96 0080 0416 DRILL SHAFT (18 IN) LF 20.000 20.000 200.000 4,000.00 0081 0429*CNC STR REP (BRDG DECK)(FULL DEPTH) SF 9.700 16.000 86.000 1,376.00 0085 0430 CL C CONC FOR EXT STR (ABUT) CY 3.000 1.882 450.000 846.90 0086 0420*CL C CONC (FOOTING) CY 20.500 21.900 425.000 9,307.50 0090 0432 RIPRAP (CONC)(4 IN) CY 134.400 162.000 300.000 48,600.00 0095 0450 RAILING (TY T551) LF 157.000 157.000 100.000 15,700.00 0100 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 1.000 3.000 10,500.000 31,500.00 0100 0502 ADJ EST QUANTITY TO DATE 3.000 0105 0540 MTL W-BEAM GD FEN (TIM POST) LF 475.000 425.000 20.000 8,500.00 0106 0540*MTL BEAM GD FEN TRANS (THRIE-BEAM) EA 1.000 1.000 1,370.000 1,370.00 0110 0542 REMOVING METAL BEAM GUARD FENCE LF 325.000 322.000 2.500 805.00 0115 0544 GUARDRAIL END TREATMENT (INSTALL) EA 3.000 1.000 2,800.000 2,800.00 0115 0544 ADJ EST QUANTITY TO DATE 1.000 1 0120 0512 PORT CTB (DES SOURCE)(LOW PROF)(TY 2) LF 300.000 140.000 65.000 9,100.00 0120 0512 ADJ EST QUANTITY TO DATE 140.000 0125 0512 PORT CTB (STKPL)(LOW PROF)(TY 2) LF 300.000 140.000 55.000 7,700.00 0125 0512 ADJ EST QUANTITY TO DATE 140.000 0130 0666 REFL PAV MRK TY I (W) 4" (BRK)(100MIL) LF 1,043.000 520.000 .650 338.00 0130 0666 ADJ EST QUANTITY TO DATE 520.000 0135 0666 REFL PAV MRK TY I (W) 4" (SLD)(100MIL) LF 4,166.000 1,713.000 .650 1,113.45 0135 0666 ADJ EST QUANTITY TO DATE 1,713.000 0140 0666 REFL PAV MRK TY I (Y) 4" (SLD)(100MIL) LF 4,466.000 1,796.000 .850 1,526.60 0140 0666 ADJ EST QUANTITY TO DATE 1,796.000 0145 0666 REFL PAV MRK TY I (W) 8" (SLD)(100MIL) LF 893.000 425.000 1.250 531.25 0145 0666 ADJ EST QUANTITY TO DATE 425.000 0150 0666 REFL PAV MRK TY I (W) 24"(SLD)(100MIL) LF 165.000 72.000 7.000 504.00 0150 0666 ADJ EST QUANTITY TO DATE 72.000 0155 0666 REFL PAV MRK TY I (W) (ARROW) (100MIL) EA 17.000 14.000 110.000 1,540.00 0155 0666 ADJ EST QUANTITY TO DATE 14.000 0160 0666 REFL PAV MRK TY I (W) (WORD) (100MIL) EA 14.000 10.000 155.000 1,550.00 0160 0666 ADJ EST QUANTITY TO DATE 10.000 0165 0666 REFL PAV MRK TY I (Y) 12"(SLD)(100MIL) LF 175.000 145.000 5.000 725.00 0165 0666 ADJ EST QUANTITY TO DATE 145.000 0170 0666 REF PAV MRK TY II (Y) 12" (SLD) LF 175.000 0.000 1.250 .00 0170 0666 ADJ EST QUANTITY TO DATE 0.000 0175 0666 REF PAV MRK TY II (W) 4" (BRK) LF 1,043.000 0.000 .250 .00 0175 0666 ADJ EST QUANTITY TO DATE 0.000 0180 0666 REF PAV MRK TY II (W) 4" (SLD) LF 4,166.000 0.000 .250 .00 0180 0666 ADJ EST QUANTITY TO DATE 0.000 0185 0666 REF PAV MRK TY II (W) 8" (SLD) LF 893.000 0.000 1.000 .00 0185 0666 ADJ EST QUANTITY TO DATE 0.000 0190 0666 REF PAV MRK TY II (W) (ARROW) EA 17.000 0.000 50.000 .00 0190 0666 ADJ EST QUANTITY TO DATE 0.000 0195 0666 REF PAV MRK TY II (W) (WORD) EA 14.000 0.000 70.000 .00 0195 0666 ADJ EST QUANTITY TO DATE 0.000 0200 0666 REF PAV MRK TY II (Y) 4" (SLD) LF 4,466.000 0.000 .250 .00 0200 0666 ADJ EST QUANTITY TO DATE 0.000 0205 0662 WK ZN PAV MRK REMOV (W) 4" 1 (SLD) LF 14,323.000 7,162.000 .850 6,087.70 0205 0662 ADJ EST QUANTITY TO DATE 7,162.000 0210 0662 WK ZN PAV MRK REMOV (W) 24" (SLD) LF 62.000 31.000 5.000 155.00 0210 0662 ADJ EST QUANTITY TO DATE 31.000 0215 0662 WK ZN PAV MRK REMOV (Y) 4" (SLD) LF 3,750.000 1,875.000 .850 1,593.75 0215 0662 ADJ EST QUANTITY TO DATE 1,875.000 0220 0677 ELIM EXT PAV MRK & MRKS ( 4") LF 9,375.000 1,688.000 .750 1,266.00 0220 0677 ADJ EST QUANTITY TO DATE 1,688.000 0225 0677 ELIM EXT PAV MRK & MRKS ( 8") LF 893.000 114.000 1.000 114.00 0225 0677 ADJ EST QUANTITY TO DATE 114.000 0230 0677 ELIM EXT PAV MRK & MRKS (24") LF 168.000 24.000 4.000 96.00 0230 0677 ADJ EST QUANTITY TO DATE 24.000 0235 0677 ELIM EXT PAV MRK & MRKS (ARROW) EA 21.000 4.000 45.000 180.00 0235 0677 ADJ EST QUANTITY TO DATE 4.000 0240 0677 ELIM EXT PAV MRK & MRKS (WORD) EA 16.000 3.000 75.000 225.00 0240 0677 ADJ EST QUANTITY TO DATE 3.000 0245 0677 ELIM EXT PAV MRK & MRKS (12") LF 175.000 95.000 2.000 190.00 0245 0677 ADJ EST QUANTITY TO DATE 95.000 0250 6834 PORTABLE CHANGEABLE MESSAGE SIGN DAY 120.000 112.000 150.000 16,800.00 0255 9001*STRUCT EXCAV CY 1,359.000 1,359.000 7.150 9,716.85 0256 9002*EQUIPMENT & OPERATOR FOR MOVING CTB EA 1.000 0.000 5,203.380 .00 0256 9002 ADJ EST QUANTITY TO DATE 0.000 0257 9001*ADDL COST OF WEEKEND WORK (CONC PLANT) LS 1.000 0.000 3,745.720 .00 0257 9001 ADJ EST QUANTITY TO DATE 0.000 0258 9001*STOCKPILING CTB (TRUCKING & MOBILZATION LS 1.000 1.000 848.000 848.00 0260 9002*EQUIPMENT & OPER FOR MOVING CTB (CO 2) EA 4,366.070 4,366.070 1.000 4,366.07 0261 9003*RENTAL EQUIPMENT LS 1.000 1.000 1,885.480 1,885.48 0262 9003*ADDL COST OF WEEKEND WK)CONC PLANT)C0 3 LS 1.000 1.000 3,963.880 3,963.88 3062 0110*EXCAVATION (SPECIAL) CY 110.000 110.000 7.500 825.00 0 SUBTOTAL BID ITEMS $ 257,637.77 0 TOTAL AMOUNT WORK DONE REMOVE & REPLACE RIPRAP & WINGWALL $ 257,637.77 0 TOTAL AMOUNT WORK DONE CONTROL 6226-18-001 $ 257,637.77 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 1MIS.CIS.04 CONSTRUCTION ESTIMATE COMBINED CONTRACT 8124018 MGR.NO. 006 PAGE 001 CONT 6226 SEC 18 JOB 001 RES ENGR JOHNSON, CHRIS PROJ RMC - 622618001 HWY SH0034 2750 S WASHINGTON KAUFMAN CNTY KAUFMAN DIST 18 CONTRACT PRICE $ 243,402.00 REPORT DATE 05/24/2013 07.31.14 CONTRACTOR EASTER CONSTRUCTION INC. 13188 EST PERIOD OCT 31,2012 TO MAR 07,2013 EST NO 008 & FINAL 0*********************************************************************************************************************************** -LIMITS - NORTH BOUND SH34 BRIDGE OVER IH20 AND 0 WEST BOUND US 80 AT BUFFALO CREEK DATE WORK BEGAN OCT 31, 2012 WORKING DAYS USED 52 PERCENT COMPLETE 100.00 PERCENT TIME USED 86.60 DATE COMPLETED MAR 7 2013 0 CONTROL PROJECT DISTRICT HIGHWAY COUNTY 0 6226-18-001 RMC - 622618001 18 SH0034 KAUFMAN - ITEM DESCRIPTION UNIT ESTIMATED WORK DONE CONTRACT AMOUNT NO. QUANTITIES ON CONTRACT PRICE($) ($) -0104 REMOVING CONC (RIPRAP) SY 318.000 318.000 10.000 3,180.00 0104 ADJ EST QUANTITY TO DATE 328.000 0340 D-GR HMA(METH) TY-B PG64-22 TON 3.300 3.300 125.000 412.50 0400 STRUCT EXCAV CY 1,313.000 1,310.330 15.000 19,654.95 0403 TEMPORARY SPL SHORING SF 2,420.000 815.000 12.000 9,780.00 0403 ADJ EST QUANTITY TO DATE 907.000 0416 DRILL SHAFT (18 IN) LF 20.000 20.000 200.000 4,000.00 0430 CL C CONC FOR EXT STR (ABUT) CY 3.000 1.882 450.000 846.90 0432 RIPRAP (CONC)(4 IN) CY 134.400 162.000 300.000 48,600.00 0450 RAILING (TY T551) LF 157.000 157.000 100.000 15,700.00 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 1.000 3.000 10,500.000 31,500.00 0502 ADJ EST QUANTITY TO DATE 3.000 0512 PORT CTB (DES SOURCE)(LOW PROF)(TY 2) LF 300.000 140.000 65.000 9,100.00 0512 ADJ EST QUANTITY TO DATE 140.000 0512 PORT CTB (STKPL)(LOW PROF)(TY 2) LF 300.000 140.000 55.000 7,700.00 0512 ADJ EST QUANTITY TO DATE 140.000 0540 MTL W-BEAM GD FEN (TIM POST) LF 475.000 425.000 20.000 8,500.00 0542 REMOVING METAL BEAM GUARD FENCE LF 325.000 322.000 2.500 805.00 0544 GUARDRAIL END TREATMENT (INSTALL) EA 3.000 1.000 2,800.000 2,800.00 0544 ADJ EST QUANTITY TO DATE 1.000 10662 WK ZN PAV MRK REMOV (W) 4" (SLD) LF 14,323.000 7,162.000 .850 6,087.70 0662 ADJ EST QUANTITY TO DATE 7,162.000 0662 WK ZN PAV MRK REMOV (W) 24" (SLD) LF 62.000 31.000 5.000 155.00 0662 ADJ EST QUANTITY TO DATE 31.000 0662 WK ZN PAV MRK REMOV (Y) 4" (SLD) LF 3,750.000 1,875.000 .850 1,593.75 0662 ADJ EST QUANTITY TO DATE 1,875.000 0666 REFL PAV MRK TY I (W) 4" (BRK)(100MIL) LF 1,043.000 520.000 .650 338.00 0666 ADJ EST QUANTITY TO DATE 520.000 0666 REFL PAV MRK TY I (W) 4" (SLD)(100MIL) LF 4,166.000 1,713.000 .650 1,113.45 0666 ADJ EST QUANTITY TO DATE 1,713.000 0666 REFL PAV MRK TY I (W) 8" (SLD)(100MIL) LF 893.000 425.000 1.250 531.25 0666 ADJ EST QUANTITY TO DATE 425.000 0666 REFL PAV MRK TY I (W) 24"(SLD)(100MIL) LF 165.000 72.000 7.000 504.00 0666 ADJ EST QUANTITY TO DATE 72.000 0666 REFL PAV MRK TY I (W) (ARROW) (100MIL) EA 17.000 14.000 110.000 1,540.00 0666 ADJ EST QUANTITY TO DATE 14.000 0666 REFL PAV MRK TY I (W) (WORD) (100MIL) EA 14.000 10.000 155.000 1,550.00 0666 ADJ EST QUANTITY TO DATE 10.000 0666 REFL PAV MRK TY I (Y) 4" (SLD)(100MIL) LF 4,466.000 1,796.000 .850 1,526.60 0666 ADJ EST QUANTITY TO DATE 1,796.000 0666 REFL PAV MRK TY I (Y) 12"(SLD)(100MIL) LF 175.000 145.000 5.000 725.00 0666 ADJ EST QUANTITY TO DATE 145.000 0677 ELIM EXT PAV MRK & MRKS ( 4") LF 9,375.000 1,688.000 .750 1,266.00 0677 ADJ EST QUANTITY TO DATE 1,688.000 0677 ELIM EXT PAV MRK & MRKS ( 8") LF 893.000 114.000 1.000 114.00 0677 ADJ EST QUANTITY TO DATE 114.000 0677 ELIM EXT PAV MRK & MRKS (12") LF 175.000 95.000 2.000 190.00 0677 ADJ EST QUANTITY TO DATE 95.000 0677 ELIM EXT PAV MRK & MRKS (24") LF 168.000 24.000 4.000 96.00 0677 ADJ EST QUANTITY TO DATE 24.000 0677 ELIM EXT PAV MRK & MRKS (ARROW) EA 21.000 4.000 45.000 180.00 0677 ADJ EST QUANTITY TO DATE 4.000 0677 ELIM EXT PAV MRK & MRKS (WORD) EA 16.000 3.000 75.000 225.00 0677 ADJ EST QUANTITY TO DATE 3.000 16834 PORTABLE CHANGEABLE MESSAGE SIGN DAY 120.000 112.000 150.000 16,800.00 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 00110* EXCAVATION (SPECIAL) CY 110.000 110.000 7.500 825.00 0132* EMBANKMENT (FINAL)(ORD COMP)(TY C) CY 170.000 261.000 18.130 4,731.93 0132* ADJ EST QUANTITY TO DATE 280.000 0403* TEMPORARY SPL SHORING (SOIL NAIL) SF 1,034.000 856.500 25.840 22,131.96 0420* CL C CONC (FOOTING) CY 20.500 21.900 425.000 9,307.50 0429* CNC STR REP (BRDG DECK)(FULL DEPTH) SF 9.700 16.000 86.000 1,376.00 0540* MTL BEAM GD FEN TRANS (THRIE-BEAM) EA 1.000 1.000 1,370.000 1,370.00 9001* STRUCT EXCAV CY 1,359.000 1,359.000 7.150 9,716.85 9001* STOCKPILING CTB (TRUCKING & MOBILZATION LS 1.000 1.000 848.000 848.00 9002* EQUIPMENT & OPER FOR MOVING CTB (CO 2) EA 4,366.070 4,366.070 1.000 4,366.07 9003* RENTAL EQUIPMENT LS 1.000 1.000 1,885.480 1,885.48 9003* ADDL COST OF WEEKEND WK)CONC PLANT)C0 3 LS 1.000 1.000 3,963.880 3,963.88 0 SUBTOTAL BID ITEMS $ 257,637.77 0 CONTRACT TOTAL ALL ITEMS $ 257,637.77 1MIS.CIS.05 CONSTR ESTIMATE DISTRIBUTION CONTRACT 8124018 MGR.NO. 006 PAGE 001 CONT 6226 SEC 18 JOB 001 RES ENGR JOHNSON, CHRIS PROJ RMC - 622618001 HWY SH0034 2750 S WASHINGTON KAUFMAN CNTY KAUFMAN DIST 18 CONTRACT PRICE $ 243,402.00 REPORT DATE 05/24/2013 07.31.14 CONTRACTOR EASTER CONSTRUCTION INC. 13188 EST PERIOD OCT 31,2012 TO MAR 07,2013 EST NO 008 & 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 ********************************************************************************************************************************** 130 RMC - 622618001 6226-18-001 257,637.77 .00 257,637.77 .00 .00 257,637.77 236,013.18 21,624.59 ---------------------------------------------------------------------------------------------------------------------------------- 0********************************** TOTALS ***************************************************************************** TOTAL AMOUNT .00 % DIFFERENCE LESS TOTAL LESS LIQ DIFFERENCE LESS PREV AMOUNT DUE WORK DONE RETAINAGE SPL DEDUCTS DAMAGE PAYMENTS THIS EST ********************************************************************************************************************************** 257,637.77 .00 257,637.77 .00 .00 257,637.77 236,013.18 21,624.59 ---------------------------------------------------------------------------------------------------------------------------------- 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 8124018 MGR.NO. 006 PAGE 001 CONT 6226 SEC 18 JOB 001 RES ENGR JOHNSON, CHRIS PROJ RMC - 622618001 HWY SH0034 2750 S WASHINGTON KAUFMAN CNTY KAUFMAN DIST 18 CONTRACT PRICE $ 243,402.00 REPORT DATE 05/24/2013 07.31.15 CONTRACTOR EASTER CONSTRUCTION INC. 13188 EST PERIOD OCT 31,2012 TO MAR 07,2013 EST NO 008 & FINAL ********************************************************************************************************************* - CONTROL PROJECT DISTRICT HIGHWAY COUNTY 6226-18-001 RMC - 622618001 18 SH0034 KAUFMAN -LIMITS - NORTH BOUND SH34 BRIDGE OVER IH20 AND WEST BOUND US 80 AT BUFFALO CREEK LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES THIS ESTIMATE PRICE($) ($) 0 65 0340 D-GR HMA(METH) TY-B PG64-22 TON 3.300 2.300 125.000 287.50 85 0430 CL C CONC FOR EXT STR (ABUT) CY 3.000 1.112 450.000 500.40 90 0432 RIPRAP (CONC)(4 IN) CY 134.400 28.000 300.000 8,400.00 95 0450 RAILING (TY T551) LF 157.000 7.000 100.000 700.00 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 0 61 0132* EMBANKMENT (FINAL)(ORD CY 0.000 13.000 18.130 235.69 COMP)(TY C) 86 0420* CL C CONC (FOOTING) CY 0.000 20.600 425.000 8,755.00 81 0429* CNC STR REP (BRDG DECK)(FULL SF 0.000 16.000 86.000 1,376.00 DEPTH) 106 0540* MTL BEAM GD FEN TRANS EA 0.000 1.000 1,370.000 1,370.00 (THRIE-BEAM) 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 0 --------------- - TOTAL BID ITEMS DONE THIS ESTIMATE - $ 21,624.59 0 TOTAL AMOUNT WORK DONE TO DATE - $ 257,637.77