1MIS.CIS.01 CONTRACT TIME STATEMENT CONTRACT 5094031 MGR.NO. 057 PAGE 001 CONT 6132 SEC 71 JOB 001 RES ENGR MOLTER, MIKE PROJ BPM - 613271001 HWY US0084 111 N AVE V SNYDER CNTY SCURRY DIST 08 CONTRACT PRICE $ 541,706.58 REPORT DATE 11/03/2009 10.40.21 CONTRACTOR GIBSON & ASSOCIATES, INC. 3781 EST PERIOD OCT 01,2009 TO OCT 31,2009 EST NO 004 --------------------------------------------------------------------------------------------------------- DATE WORK BEGAN JUL 14, 2009 TIME COMPUTED FROM JUL 13, 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 = 55 80 54 26 BROUGHT FORWARD ADDL DAYS GRANTED = 0 OCT 09 1 1 TOTAL DAYS ALLOWED = 55 2 1 DATE WORK COMPLETED 3 1 SATURDAY DAYS CHARGED TO DATE = 73 4 1 SUNDAY ASSESSED LIQ DAMAGES = 18 5 1 LIQ DAMAGE RATE $ 525 6 1 7 1 LIQUIDATED DAMAGES 8 1 18 DAYS AT $ 525 PER DAY 9 1 TOTAL = $ 9,450.00 10 1 11 1 SUNDAY CERTIFIED AS CORRECT AND 12 1 ONE COPY HAS BEEN GIVEN 13 1 TO THE CONTRACTOR 14 1 15 1 16 1 ---------------------------- 17 1 SATURDAY AREA/PROJECT ENGINEER 18 1 SUNDAY 19 1 20 1 21 1 RAIN 22 1 23 1 24 1 SATURDAY 25 1 SUNDAY 26 1 RAIN 27 1 28 1 29 1 RAIN 30 1 WORKING ON PUNCH LIST 31 1 SATURDAY ----- ----- ----- 111 73 38 4 SATURDAY 4 SUNDAY 0 HOLIDAY 3 RAIN 1 WORKING ON PUNCH LIST 1MIS.CIS.03 CONSTRUCTN ESTIMATE BREAKDOWN CONTRACT 5094031 MGR.NO. 057 PAGE 001 CONT 6132 SEC 71 JOB 001 RES ENGR MOLTER, MIKE PROJ BPM - 613271001 HWY US0084 111 N AVE V SNYDER CNTY SCURRY DIST 08 CONTRACT PRICE $ 541,706.58 REPORT DATE 11/03/2009 10.40.23 CONTRACTOR GIBSON & ASSOCIATES, INC. 3781 EST PERIOD OCT 01,2009 TO OCT 31,2009 EST NO 004 DIST. 08 COUNTY SCURRY CONTROL 6132-71-001 PROJECT BPM - 613271001 HIGHWAY US0084 0LIMITS- US 84 @ SH 208 0TYPE OF WORK- STRUCTURE REPAIR 0 0005 ESTIMATE PREPARED BY NORMA THOMPSON 0 0055 BRIDGE SPALL REPAIR NET LENGTH 0.010 MILES 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 0060 0305 SALV, HAUL & STKPL RCL APH PV (4") SY 49.000 49.000 60.000 2,940.00 0065 0334 HMCL ACP TY-C SAC-B AC-3 TON 11.000 0.000 400.000 .00 0065 0334 ADJ EST QUANTITY TO DATE 0.000 0067 0340*D-GR HMA(METH) TY-D PG64-22 TON 11.000 11.000 400.000 4,400.00 0070 0429 CNC STR REP (HORIZONTAL) SF 44.000 301.250 142.000 42,777.50 0075 0429 CNC STR REP (VERTICAL OR OVERHEAD) SF 239.000 471.100 96.000 45,225.60 0080 0429 CNC STR REP (BRDG DECK)(PARTIAL DEPTH) SF 781.000 1,331.590 107.000 142,480.13 0085 0429 CNC STR REP (BRDG DECK)(FULL DEPTH) SF 420.000 484.720 48.000 23,266.56 0090 0446 CLEAN & PAINT EXIST STR (SYSTEM II) LS 2.000 2.000 141,300.000 282,600.00 0095 0450 RAIL (TY T101RC) LF 91.660 75.000 40.000 3,000.00 0100 0452 REMOV RAIL (METAL ELEMENTS) LF 91.660 75.000 5.000 375.00 0102 0454*HEADER TYPE EXPANSION JOINT CF 3.200 3.330 960.000 3,196.80 0103 0454*JOINT SEALANT LF 12.000 16.000 264.000 4,224.00 0105 0495 RAISING EXIST STRUCT LS 2.000 0.000 10,400.000 .00 0110 0500 MOBILIZATION LS 1.000 0.900 50,000.000 45,000.00 0115 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 3.000 3.000 9,500.000 28,500.00 0120 0662 WK ZN PAV MRK REMOV (REFL) TY I-A EA 386.000 0.000 3.300 .00 0125 0662 WK ZN PAV MRK REMOV (REFL) TY I-C EA 386.000 0.000 3.300 .00 0130 0662 WK ZN PAV MRK REMOV (TRAF BTN) TY W EA 1,158.000 0.000 2.480 .00 0135 0662 WK ZN PAV MRK REMOV (TRAF 1 BTN) TY Y EA 1,158.000 0.000 2.480 .00 0140 0662 WK ZN PAV MRK SHT TERM (TAB) TY Y EA 186.000 0.000 3.000 .00 0145 0677 ELIM EXT PAV MRK & MRKS ( 4") LF 9,130.000 0.000 .720 .00 0 SUBTOTAL BID ITEMS $ 627,985.59 0 TOTAL AMOUNT WORK DONE BRIDGE SPALL REPAIR $ 627,985.59 0 TOTAL AMOUNT WORK DONE CONTROL 6132-71-001 $ 627,985.59 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 1MIS.CIS.04 CONSTRUCTION ESTIMATE COMBINED CONTRACT 5094031 MGR.NO. 057 PAGE 001 CONT 6132 SEC 71 JOB 001 RES ENGR MOLTER, MIKE PROJ BPM - 613271001 HWY US0084 111 N AVE V SNYDER CNTY SCURRY DIST 08 CONTRACT PRICE $ 541,706.58 REPORT DATE 11/03/2009 10.40.23 CONTRACTOR GIBSON & ASSOCIATES, INC. 3781 EST PERIOD OCT 01,2009 TO OCT 31,2009 EST NO 004 0*********************************************************************************************************************************** -LIMITS - US 84 @ 0 SH 208 DATE WORK BEGAN JUL 14, 2009 WORKING DAYS USED 73 PERCENT COMPLETE 99.99 PERCENT TIME USED 132.70 DATE COMPLETED 0 CONTROL PROJECT DISTRICT HIGHWAY COUNTY 0 6132-71-001 BPM - 613271001 08 US0084 SCURRY - ITEM DESCRIPTION UNIT ESTIMATED WORK DONE CONTRACT AMOUNT NO. QUANTITIES ON CONTRACT PRICE($) ($) -0305 SALV, HAUL & STKPL RCL APH PV (4") SY 49.000 49.000 60.000 2,940.00 0429 CNC STR REP (HORIZONTAL) SF 44.000 301.250 142.000 42,777.50 0429 CNC STR REP (VERTICAL OR OVERHEAD) SF 239.000 471.100 96.000 45,225.60 0429 CNC STR REP (BRDG DECK)(PARTIAL DEPTH) SF 781.000 1,331.590 107.000 142,480.13 0429 CNC STR REP (BRDG DECK)(FULL DEPTH) SF 420.000 484.720 48.000 23,266.56 0446 CLEAN & PAINT EXIST STR (SYSTEM II) LS 2.000 2.000 141,300.000 282,600.00 0450 RAIL (TY T101RC) LF 91.660 75.000 40.000 3,000.00 0452 REMOV RAIL (METAL ELEMENTS) LF 91.660 75.000 5.000 375.00 0500 MOBILIZATION LS 1.000 .900 50,000.000 45,000.00 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 3.000 3.000 9,500.000 28,500.00 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 00340* D-GR HMA(METH) TY-D PG64-22 TON 11.000 11.000 400.000 4,400.00 0454* HEADER TYPE EXPANSION JOINT CF 3.200 3.330 960.000 3,196.80 0454* JOINT SEALANT LF 12.000 16.000 264.000 4,224.00 0 SUBTOTAL BID ITEMS $ 627,985.59 1 CONTRACT TOTAL ALL ITEMS $ 627,985.59 1MIS.CIS.05 CONSTR ESTIMATE DISTRIBUTION CONTRACT 5094031 MGR.NO. 057 PAGE 001 CONT 6132 SEC 71 JOB 001 RES ENGR MOLTER, MIKE PROJ BPM - 613271001 HWY US0084 111 N AVE V SNYDER CNTY SCURRY DIST 08 CONTRACT PRICE $ 541,706.58 REPORT DATE 11/03/2009 10.40.23 CONTRACTOR GIBSON & ASSOCIATES, INC. 3781 EST PERIOD OCT 01,2009 TO OCT 31,2009 EST NO 004 ********************************************************************************************************************************** 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 ********************************************************************************************************************************** 208 BPM - 613271001 6132-71-001 627,985.59 .00 627,985.59 .00 9,450.00 618,535.59 492,969.27 125,566.32 ---------------------------------------------------------------------------------------------------------------------------------- 0********************************** TOTALS ***************************************************************************** TOTAL AMOUNT .00 % DIFFERENCE LESS TOTAL LESS LIQ DIFFERENCE LESS PREV AMOUNT DUE WORK DONE RETAINAGE SPL DEDUCTS DAMAGE PAYMENTS THIS EST ********************************************************************************************************************************** 627,985.59 .00 627,985.59 .00 9,450.00 618,535.59 492,969.27 125,566.32 ---------------------------------------------------------------------------------------------------------------------------------- 0INPUT PROOF READ BY- SUPPORTING PAPERS OK ------------------------------ ---------------------------- 0 APPROVED DATE --------------------------------- ----------------- 1MIS.CIS.07 WORK PERFORMED THIS PERIOD CONTRACT 5094031 MGR.NO. 057 PAGE 001 CONT 6132 SEC 71 JOB 001 RES ENGR MOLTER, MIKE PROJ BPM - 613271001 HWY US0084 111 N AVE V SNYDER CNTY SCURRY DIST 08 CONTRACT PRICE $ 541,706.58 REPORT DATE 11/03/2009 10.40.23 CONTRACTOR GIBSON & ASSOCIATES, INC. 3781 EST PERIOD OCT 01,2009 TO OCT 31,2009 EST NO 004 ********************************************************************************************************************* - CONTROL PROJECT DISTRICT HIGHWAY COUNTY 6132-71-001 BPM - 613271001 08 US0084 SCURRY -LIMITS - US 84 @ SH 208 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES THIS ESTIMATE PRICE($) ($) 0 60 0305 SALV, HAUL & STKPL RCL APH SY 49.000 49.000 60.000 2,940.00 PV (4") 70 0429 CNC STR REP (HORIZONTAL) SF 44.000 189.750 142.000 26,944.50 75 0429 CNC STR REP (VERTICAL OR SF 239.000 215.760 96.000 20,712.96 OVERHEAD) 80 0429 CNC STR REP (BRDG SF 781.000 429.500 107.000 45,956.50 DECK)(PARTIAL DEPTH) 85 0429 CNC STR REP (BRDG DECK)(FULL SF 420.000 484.720 48.000 23,266.56 DEPTH) 95 0450 RAIL (TY T101RC) LF 91.660 75.000 40.000 3,000.00 100 0452 REMOV RAIL (METAL ELEMENTS) LF 91.660 75.000 5.000 375.00 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 0 67 0340* D-GR HMA(METH) TY-D PG64-22 TON 0.000 11.000 400.000 4,400.00 102 0454* HEADER TYPE EXPANSION JOINT CF 0.000 3.330 960.000 3,196.80 103 0454* JOINT SEALANT LF 0.000 16.000 264.000 4,224.00 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 0 --------------- - TOTAL BID ITEMS DONE THIS ESTIMATE - $ 135,016.32 0 TOTAL AMOUNT WORK DONE TO DATE - $ 627,985.59