1MIS.CIS.01 CONTRACT TIME STATEMENT CONTRACT 1124033 MGR.NO. PAGE 001 CONT 6226 SEC 77 JOB 001 RES ENGR JOHNSON, CARL PROJ BPM - 622677001 HWY US0067 2495 HWY 183 NORTH BROWNW CNTY COLEMAN DIST 23 CONTRACT PRICE $ 990,163.00 REPORT DATE 06/14/2013 11.15.12 CONTRACTOR HODGES AND SON CONSTRUCTION EST PERIOD APR 09,2012 TO MAY 20,2013 EST NO 013 & FINAL COMPANY, INC. 00833 --------------------------------------------------------------------------------------------------------- DATE WORK BEGAN APR 09, 2012 TIME COMPUTED FROM APR 16, 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 = 108 357 204 153 BROUGHT FORWARD ADDL DAYS GRANTED = 110 MAY 13 1 1 TIME SUSPENDED TOTAL DAYS ALLOWED = 218 2 1 TIME SUSPENDED DATE WORK COMPLETED 05/20/13 3 1 TIME SUSPENDED DAYS CHARGED TO DATE = 204 4 1 TIME SUSPENDED ASSESSED LIQ DAMAGES = 0 5 1 TIME SUSPENDED LIQ DAMAGE RATE $ 610 6 1 TIME SUSPENDED 7 1 TIME SUSPENDED LIQUIDATED DAMAGES 8 1 TIME SUSPENDED 0 DAYS AT $ 610 PER DAY 9 1 TIME SUSPENDED TOTAL = $ .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 TIME SUSPENDED 16 1 TIME SUSPENDED ---------------------------- 17 1 TIME SUSPENDED AREA/PROJECT ENGINEER 18 1 TIME SUSPENDED 19 1 TIME SUSPENDED 20 1 WORK COMPLETED AND ACCEPTED - - - - ----- ----- ----- 377 204 173 0 SATURDAY 0 SUNDAY 0 HOLIDAY 19 TIME SUSPENDED 1 WORK COMPLETED AND ACCEPTED 1MIS.CIS.03 CONSTRUCTN ESTIMATE BREAKDOWN CONTRACT 1124033 MGR.NO. PAGE 001 CONT 6226 SEC 77 JOB 001 RES ENGR JOHNSON, CARL PROJ BPM - 622677001 HWY US0067 2495 HWY 183 NORTH BROWNW CNTY COLEMAN DIST 23 CONTRACT PRICE $ 990,163.00 REPORT DATE 06/14/2013 11.15.14 CONTRACTOR HODGES AND SON CONSTRUCTION EST PERIOD APR 09,2012 TO MAY 20,2013 EST NO 013 & FINAL COMPANY, INC. 00833 DIST. 23 COUNTY COLEMAN CONTROL 6226-77-001 PROJECT BPM - 622677001 HIGHWAY US0067 0LIMITS- VARIOUS LOCATIONS DISTRICT WIDE " " 0TYPE OF WORK- MISCELLANEOUS BRIDGE REPAIR 0 0050 BRIDGE REPAIR NET LENGTH 0.001 MILES 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 0055 0104 REMOVING CONC (RIPRAP) SY 199.000 277.530 20.000 5,550.60 0060 0104 REMOVING CONC (APPR SLAB) SY 125.000 489.000 30.000 14,670.00 0065 0132 EMBANKMENT (VEHICLE)(ORD COMP)(TY B) CY 666.000 1,027.000 20.000 20,540.00 0070 0156 BULLDOZER WORK HR 25.000 25.000 30.000 750.00 0075 0400 CEM STABIL BKFL CY 250.000 302.500 200.000 60,500.00 0080 0401 FLOWABLE BACKFILL CY 271.100 25.000 250.000 6,250.00 0085 0420 CL C CONC (APPR SLAB) CY 64.000 89.600 550.000 49,280.00 0090 0429 CNC STR REP (VERTICAL OR OVERHEAD) SF 361.000 1,200.130 100.000 120,013.00 0095 0432 RIPRAP (CONC)(5 IN) CY 193.200 221.150 250.000 55,287.50 0100 0432 RIPRAP (STONE PROTECTION)(15 IN) CY 57.000 34.440 130.000 4,477.20 0105 0432 RIPRAP (STONE PROTECTION)(24 IN) CY 702.200 656.650 130.000 85,364.50 0110 0438 CLEAN AND SEAL EXIST JOINTS LF 187.000 0.000 30.000 .00 0115 0438 RESIZING AND SEALING JOINTS LF 112.000 0.000 110.000 .00 0120 0438 CLEAN AND SEAL EXIST JOINTS (CL-7) LF 475.100 435.000 60.000 26,100.00 0125 0446 SPOT CLEAN & PAINT EXIST STR LS 1.000 1.000 20,000.000 20,000.00 0130 0450 RAIL TYPE (TY T401) LF 468.000 468.000 120.000 56,160.00 0135 0452 REMOV RAIL (CONC ELEMENTS) LF 80.000 80.000 20.000 1,600.00 0140 0452 REMOV RAIL (METAL ELEMENTS) LF 402.000 402.000 10.000 4,020.00 0145 0459 GABIONS (GALV) CY 5.900 2.500 200.000 500.00 0150 0459 GABION MATTRESSES (GALV)(12 IN) SY 117.600 168.300 100.000 16,830.00 0155 0459 GABION MATTRESSES (GALV)(18 IN) SY 272.000 296.020 100.000 29,602.00 0160 0459 GABIONS (3' X 3')(GALV) CY 45.300 82.200 220.000 18,084.00 0165 0499 ADJUST STL SHOES EA 56.000 40.000 1,400.000 56,000.00 0170 0500 MOBILIZATION LS 1.000 1.000 80,000.000 80,000.00 1 0175 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 6.000 10.000 8,000.000 80,000.00 0175 0502 ADJ EST QUANTITY TO DATE 11.000 0180 0506 TEMPORARY SEDIMENT CONTROL FENCE LF 150.000 0.000 6.000 .00 0185 0512 PORT CTB (DES SOURCE)(SAFETY SH)(TY 1) LF 610.000 0.000 20.000 .00 0190 0512 PORT CTB (MOVE)(SAFETY SH)(TY 1) LF 610.000 0.000 20.000 .00 0195 0512 PORT CTB (STKPL)(SAFETY SH)(TY 1) LF 610.000 0.000 20.000 .00 0200 0529 CONC CURB & GUTTER (TY II) LF 120.000 131.000 25.000 3,275.00 0205 0540 MTL W-BEAM GD FEN (TIM POST) LF 25.000 1,025.000 30.000 30,750.00 0210 0540 MTL BEAM GD FEN TRANS (THRIE-BEAM) EA 12.000 16.000 1,500.000 24,000.00 0215 0540 MTL BM GD FN (REMOVE & RESET) LF 1,050.000 50.000 10.000 500.00 0220 0542 REMOVING METAL BEAM GUARD FENCE LF 300.000 1,300.000 2.000 2,600.00 0225 0542 REMOVING TERMINAL ANCHOR SECTION EA 16.000 16.000 200.000 3,200.00 0230 0544 GUARDRAIL END TREATMENT (MOVE & RESET) EA 4.000 0.000 1,000.000 .00 0235 0544 GDRAIL END TRT(INST)(WOOD POST)(TY III) EA 16.000 16.000 2,400.000 38,400.00 0240 0545 CRASH CUSH ATTEN (MOVE & RESET) EA 2.000 0.000 3,500.000 .00 0245 0545 CRASH CUSH ATTEN (REMOVE) EA 2.000 0.000 2,000.000 .00 0250 0658 INSTL DEL ASSM (D-SW)SZ (TYC)CTB(BI) EA 24.000 24.000 50.000 1,200.00 0255 0658 INSTL DEL ASSM (D-SW)SZ (TYC)GF1(BI) EA 48.000 60.000 60.000 3,600.00 0260 0658 INSTL OM ASSM (OM-2Y)(WC) GND EA 8.000 8.000 60.000 480.00 0265 0662 WK ZN PAV MRK NON-REMOV (Y) 4" (SLD) LF 1,420.000 0.000 2.000 .00 0270 0662 WK ZN PAV MRK REMOV (REFL) TY II-A-A EA 30.000 0.000 22.000 .00 0275 0666 REFL PAV MRK TY I (W) 4" (SLD)(100MIL) LF 610.000 0.000 6.000 .00 0280 0677 ELIM EXT PAV MRK & MRKS ( 4") LF 1,420.000 0.000 2.000 .00 0285 0770 REM/REPL TIMBER/STL POST W/O CONC FND EA 12.000 11.000 65.000 715.00 0290 0770 INSTALL BLOCKOUT EA 32.000 12.000 50.000 600.00 0295 0776 REP METAL POST W/BASE PLATE (T6 RAIL) EA 60.000 0.000 80.000 .00 0300 0776 REPAIR (TY T1-101R) LF 320.000 320.000 60.000 19,200.00 0305 0780 EPOXY INJECTION (TY IX) LF 140.000 0.000 120.000 .00 0310 0784 REPAIRING STL BRIDGE MEMBER(BEAM) EA 8.000 8.000 3,000.000 24,000.00 1 0315 0784 REP STL BRIDGE MEMBER (ANGLE PLATES) EA 24.000 24.000 500.000 12,000.00 0320 4013 ASPH PLUG EXPANSION JOINT SYSTEM LF 224.000 100.000 120.000 12,000.00 0330 0110*EXCAVATION (CHANNEL) CY 200.000 355.000 16.000 5,680.00 0335 0480*CLEAN EXIST CULVS EA 3.000 3.000 3,600.000 10,800.00 0340 4191*CARBON FIBER REINF POLY CONC STRENGTHEN SF 100.000 0.000 100.000 .00 0345 9001*UNPLANNED BARRICADES FOR COLEMAN CO. LS 1.000 1.000 3,000.000 3,000.00 0350 9002*LOCATION SPECIFIC TRAFFIC CONTROL EA 1.000 1.000 14,712.900 14,712.90 0355 9003*WINGWALL REPAIR MCW-F1 30" LS 1.000 1.000 8,054.630 8,054.63 0360 0429*CNC STR REP (BRDG DECK)(FULL DEPTH) SF 30.000 30.000 436.940 13,108.20 0 SUBTOTAL BID ITEMS $ 1,043,454.53 0 TOTAL AMOUNT WORK DONE BRIDGE REPAIR $ 1,043,454.53 0 TOTAL AMOUNT WORK DONE CONTROL 6226-77-001 $ 1,043,454.53 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 1MIS.CIS.04 CONSTRUCTION ESTIMATE COMBINED CONTRACT 1124033 MGR.NO. PAGE 001 CONT 6226 SEC 77 JOB 001 RES ENGR JOHNSON, CARL PROJ BPM - 622677001 HWY US0067 2495 HWY 183 NORTH BROWNW CNTY COLEMAN DIST 23 CONTRACT PRICE $ 990,163.00 REPORT DATE 06/14/2013 11.15.14 CONTRACTOR HODGES AND SON CONSTRUCTION EST PERIOD APR 09,2012 TO MAY 20,2013 EST NO 013 & FINAL COMPANY, INC. 00833 0*********************************************************************************************************************************** -LIMITS - VARIOUS LOCATIONS DISTRICT WIDE 0 " " DATE WORK BEGAN APR 9 , 2012 WORKING DAYS USED 204 PERCENT COMPLETE 100.00 PERCENT TIME USED 93.50 DATE COMPLETED MAY 20 2013 0 CONTROL PROJECT DISTRICT HIGHWAY COUNTY 0 6226-77-001 BPM - 622677001 23 US0067 COLEMAN - ITEM DESCRIPTION UNIT ESTIMATED WORK DONE CONTRACT AMOUNT NO. QUANTITIES ON CONTRACT PRICE($) ($) -0104 REMOVING CONC (RIPRAP) SY 199.000 277.530 20.000 5,550.60 0104 REMOVING CONC (APPR SLAB) SY 125.000 489.000 30.000 14,670.00 0132 EMBANKMENT (VEHICLE)(ORD COMP)(TY B) CY 666.000 1,027.000 20.000 20,540.00 0156 BULLDOZER WORK HR 25.000 25.000 30.000 750.00 0400 CEM STABIL BKFL CY 250.000 302.500 200.000 60,500.00 0401 FLOWABLE BACKFILL CY 271.100 25.000 250.000 6,250.00 0420 CL C CONC (APPR SLAB) CY 64.000 89.600 550.000 49,280.00 0429 CNC STR REP (VERTICAL OR OVERHEAD) SF 361.000 1,200.130 100.000 120,013.00 0432 RIPRAP (CONC)(5 IN) CY 193.200 221.150 250.000 55,287.50 0432 RIPRAP (STONE PROTECTION)(15 IN) CY 57.000 34.440 130.000 4,477.20 0432 RIPRAP (STONE PROTECTION)(24 IN) CY 702.200 656.650 130.000 85,364.50 0438 CLEAN AND SEAL EXIST JOINTS (CL-7) LF 475.100 435.000 60.000 26,100.00 0446 SPOT CLEAN & PAINT EXIST STR LS 1.000 1.000 20,000.000 20,000.00 0450 RAIL TYPE (TY T401) LF 468.000 468.000 120.000 56,160.00 0452 REMOV RAIL (CONC ELEMENTS) LF 80.000 80.000 20.000 1,600.00 0452 REMOV RAIL (METAL ELEMENTS) LF 402.000 402.000 10.000 4,020.00 0459 GABIONS (GALV) CY 5.900 2.500 200.000 500.00 0459 GABION MATTRESSES (GALV)(12 IN) SY 117.600 168.300 100.000 16,830.00 0459 GABION MATTRESSES (GALV)(18 1 IN) SY 272.000 296.020 100.000 29,602.00 0459 GABIONS (3' X 3')(GALV) CY 45.300 82.200 220.000 18,084.00 0499 ADJUST STL SHOES EA 56.000 40.000 1,400.000 56,000.00 0500 MOBILIZATION LS 1.000 1.000 80,000.000 80,000.00 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 6.000 10.000 8,000.000 80,000.00 0502 ADJ EST QUANTITY TO DATE 11.000 0529 CONC CURB & GUTTER (TY II) LF 120.000 131.000 25.000 3,275.00 0540 MTL W-BEAM GD FEN (TIM POST) LF 25.000 1,025.000 30.000 30,750.00 0540 MTL BEAM GD FEN TRANS (THRIE-BEAM) EA 12.000 16.000 1,500.000 24,000.00 0540 MTL BM GD FN (REMOVE & RESET) LF 1,050.000 50.000 10.000 500.00 0542 REMOVING METAL BEAM GUARD FENCE LF 300.000 1,300.000 2.000 2,600.00 0542 REMOVING TERMINAL ANCHOR SECTION EA 16.000 16.000 200.000 3,200.00 0544 GDRAIL END TRT(INST)(WOOD POST)(TY III) EA 16.000 16.000 2,400.000 38,400.00 0658 INSTL DEL ASSM (D-SW)SZ (TYC)CTB(BI) EA 24.000 24.000 50.000 1,200.00 0658 INSTL DEL ASSM (D-SW)SZ (TYC)GF1(BI) EA 48.000 60.000 60.000 3,600.00 0658 INSTL OM ASSM (OM-2Y)(WC) GND EA 8.000 8.000 60.000 480.00 0770 REM/REPL TIMBER/STL POST W/O CONC FND EA 12.000 11.000 65.000 715.00 0770 INSTALL BLOCKOUT EA 32.000 12.000 50.000 600.00 0776 REPAIR (TY T1-101R) LF 320.000 320.000 60.000 19,200.00 0784 REPAIRING STL BRIDGE MEMBER(BEAM) EA 8.000 8.000 3,000.000 24,000.00 0784 REP STL BRIDGE MEMBER (ANGLE PLATES) EA 24.000 24.000 500.000 12,000.00 4013 ASPH PLUG EXPANSION JOINT SYSTEM LF 224.000 100.000 120.000 12,000.00 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 00110* EXCAVATION (CHANNEL) CY 200.000 355.000 16.000 5,680.00 0429* CNC STR REP (BRDG DECK)(FULL DEPTH) SF 30.000 30.000 436.940 13,108.20 0480* CLEAN EXIST CULVS EA 3.000 3.000 3,600.000 10,800.00 9001* UNPLANNED BARRICADES FOR COLEMAN CO. LS 1.000 1.000 3,000.000 3,000.00 9002* LOCATION SPECIFIC TRAFFIC CONTROL EA 1.000 1.000 14,712.900 14,712.90 9003* WINGWALL REPAIR MCW-F1 30" LS 1.000 1.000 8,054.630 8,054.63 0 SUBTOTAL BID ITEMS $ 1,043,454.53 0 CONTRACT TOTAL ALL ITEMS $ 1,043,454.53 1MIS.CIS.05 CONSTR ESTIMATE DISTRIBUTION CONTRACT 1124033 MGR.NO. PAGE 001 CONT 6226 SEC 77 JOB 001 RES ENGR JOHNSON, CARL PROJ BPM - 622677001 HWY US0067 2495 HWY 183 NORTH BROWNW CNTY COLEMAN DIST 23 CONTRACT PRICE $ 990,163.00 REPORT DATE 06/14/2013 11.15.15 CONTRACTOR HODGES AND SON CONSTRUCTION EST PERIOD APR 09,2012 TO MAY 20,2013 EST NO 013 & FINAL COMPANY, INC. 00833 ********************************************************************************************************************************** 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 ********************************************************************************************************************************** 42 BPM - 622677001 6226-77-001 1,043,454.53 .00 1,043,454.53 .00 .00 1,043,454.53 1,035,454.53 8,000.00 ---------------------------------------------------------------------------------------------------------------------------------- 0********************************** TOTALS ***************************************************************************** TOTAL AMOUNT .00 % DIFFERENCE LESS TOTAL LESS LIQ DIFFERENCE LESS PREV AMOUNT DUE WORK DONE RETAINAGE SPL DEDUCTS DAMAGE PAYMENTS THIS EST ********************************************************************************************************************************** 1,043,454.53 .00 1,043,454.53 .00 .00 1,043,454.53 1,035,454.53 8,000.00 ---------------------------------------------------------------------------------------------------------------------------------- 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 1124033 MGR.NO. PAGE 001 CONT 6226 SEC 77 JOB 001 RES ENGR JOHNSON, CARL PROJ BPM - 622677001 HWY US0067 2495 HWY 183 NORTH BROWNW CNTY COLEMAN DIST 23 CONTRACT PRICE $ 990,163.00 REPORT DATE 06/14/2013 11.15.16 CONTRACTOR HODGES AND SON CONSTRUCTION EST PERIOD APR 09,2012 TO MAY 20,2013 EST NO 013 & FINAL COMPANY, INC. 00833 ********************************************************************************************************************* - CONTROL PROJECT DISTRICT HIGHWAY COUNTY 6226-77-001 BPM - 622677001 23 US0067 COLEMAN -LIMITS - VARIOUS LOCATIONS DISTRICT WIDE " " LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES THIS ESTIMATE PRICE($) ($) 0 170 0500 MOBILIZATION LS 1.000 0.100 80,000.000 8,000.00 --------------- - TOTAL BID ITEMS DONE THIS ESTIMATE - $ 8,000.00 0 TOTAL AMOUNT WORK DONE TO DATE - $ 1,043,454.53