1MIS.CIS.01 CONTRACT TIME STATEMENT CONTRACT 10080401 MGR.NO. 060 PAGE 001 CONT 6180 SEC 46 JOB 001 RES ENGR HOCHSTEIN, RANDY, PE PROJ BPM - 618046001 HWY IH0027 PO BOX 698 CANYON CNTY RANDALL DIST 04 CONTRACT PRICE $ 132,930.00 REPORT DATE 07/27/2009 15.29.12 CONTRACTOR M & S CONCRETE CO. 11220 EST PERIOD DEC 01,2008 TO JUN 04,2009 EST NO 009 & FINAL --------------------------------------------------------------------------------------------------------- DATE WORK BEGAN DEC 01, 2008 TIME COMPUTED FROM DEC 01, 2008 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 = 60 182 60 122 BROUGHT FORWARD ADDL DAYS GRANTED = 15 JUN 09 1 1 TOTAL DAYS ALLOWED = 75 2 1 DATE WORK COMPLETED 06/04/09 3 1 DAYS CHARGED TO DATE = 63 4 1 WORK COMPLETED AND ACCEPTED ASSESSED LIQ DAMAGES = 0 LIQ DAMAGE RATE $ 400 0 LIQUIDATED DAMAGES 0 DAYS AT $ 400 PER DAY TOTAL = $ .00 0 CERTIFIED AS CORRECT AND ONE COPY HAS BEEN GIVEN TO THE CONTRACTOR - ---------------------------- AREA/PROJECT ENGINEER - - - - - ----- ----- ----- 186 63 123 0 SATURDAY 0 SUNDAY 0 HOLIDAY 1 WORK COMPLETED AND ACCEPTED 1MIS.CIS.03 CONSTRUCTN ESTIMATE BREAKDOWN CONTRACT 10080401 MGR.NO. 060 PAGE 001 CONT 6180 SEC 46 JOB 001 RES ENGR HOCHSTEIN, RANDY, PE PROJ BPM - 618046001 HWY IH0027 PO BOX 698 CANYON CNTY RANDALL DIST 04 CONTRACT PRICE $ 132,930.00 REPORT DATE 07/27/2009 15.29.12 CONTRACTOR M & S CONCRETE CO. 11220 EST PERIOD DEC 01,2008 TO JUN 04,2009 EST NO 009 & FINAL DIST. 04 COUNTY RANDALL CONTROL 6180-46-001 PROJECT BPM - 618046001 HIGHWAY IH0027 0LIMITS- SEE PLAN SHEETS SEE PLAN SHEETS 0TYPE OF WORK- MISC. BRIDGE REPAIRS 0 0005 PREPARED BY CANYON AE OFFICE 0 0055 MISC. BRIDGE REPAIRS NET LENGTH 0.001 MILES 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 0060 0351 FLEXIBLE PAVEMENT STRUCTURE REPAIR(2") SY 78.400 99.740 100.000 9,974.00 0060 0351 ADJ EST QUANTITY TO DATE 99.740 0062 0361*FULL-DEPTH REPAIR CRCP (9") SY 50.660 50.660 350.000 17,731.00 0065 0420 CL T CONC (THIN SET) SY 331.000 0.000 100.000 .00 0066 0420*CL T CONC (THIN SET) SY 86.420 86.420 125.000 10,802.50 0070 0429 CONC STRUCT REPAIR SF 469.000 421.439 60.000 25,286.34 0075 0438 CLEAN EXIST JOINTS LF 504.000 504.000 10.000 5,040.00 0080 0438 CLEAN AND SEAL EXIST JOINTS LF 264.000 264.000 40.000 10,560.00 0082 0438*CLEAN AND SEAL JOINTS LF 80.000 135.000 30.000 4,050.00 0082 0438 ADJ EST QUANTITY TO DATE 135.000 0085 0439 SLAB REPAIR (TY 1) SY 22.400 8.500 400.000 3,400.00 0090 0439 SLAB REPAIR (TY 2) SY 18.300 13.040 800.000 10,432.00 0095 0454 HEADER TYPE EXPANSION JOINT LF 506.000 504.000 25.000 12,600.00 0100 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 3.000 5.000 4,000.000 20,000.00 0100 0502 ADJ EST QUANTITY TO DATE 5.000 0 SUBTOTAL BID ITEMS $ 129,875.84 0 TOTAL AMOUNT WORK DONE MISC. BRIDGE REPAIRS $ 129,875.84 0 TOTAL AMOUNT WORK DONE CONTROL 6180-46-001 $ 129,875.84 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 1MIS.CIS.04 CONSTRUCTION ESTIMATE COMBINED CONTRACT 10080401 MGR.NO. 060 PAGE 001 CONT 6180 SEC 46 JOB 001 RES ENGR HOCHSTEIN, RANDY, PE PROJ BPM - 618046001 HWY IH0027 PO BOX 698 CANYON CNTY RANDALL DIST 04 CONTRACT PRICE $ 132,930.00 REPORT DATE 07/27/2009 15.29.12 CONTRACTOR M & S CONCRETE CO. 11220 EST PERIOD DEC 01,2008 TO JUN 04,2009 EST NO 009 & FINAL 0*********************************************************************************************************************************** -LIMITS - SEE PLAN SHEETS 0 SEE PLAN SHEETS DATE WORK BEGAN DEC 1 , 2008 WORKING DAYS USED 63 PERCENT COMPLETE 100.00 PERCENT TIME USED 84.00 DATE COMPLETED JUN 4 2009 0 CONTROL PROJECT DISTRICT HIGHWAY COUNTY 0 6180-46-001 BPM - 618046001 04 IH0027 RANDALL - ITEM DESCRIPTION UNIT ESTIMATED WORK DONE CONTRACT AMOUNT NO. QUANTITIES ON CONTRACT PRICE($) ($) -0351 FLEXIBLE PAVEMENT STRUCTURE REPAIR(2") SY 78.400 99.740 100.000 9,974.00 0351 ADJ EST QUANTITY TO DATE 99.740 0429 CONC STRUCT REPAIR SF 469.000 421.439 60.000 25,286.34 0438 CLEAN EXIST JOINTS LF 504.000 504.000 10.000 5,040.00 0438 CLEAN AND SEAL EXIST JOINTS LF 264.000 264.000 40.000 10,560.00 0439 SLAB REPAIR (TY 1) SY 22.400 8.500 400.000 3,400.00 0439 SLAB REPAIR (TY 2) SY 18.300 13.040 800.000 10,432.00 0454 HEADER TYPE EXPANSION JOINT LF 506.000 504.000 25.000 12,600.00 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 3.000 5.000 4,000.000 20,000.00 0502* ADJ EST QUANTITY TO DATE 5.000 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 00361* FULL-DEPTH REPAIR CRCP (9") SY 50.660 50.660 350.000 17,731.00 0420* CL T CONC (THIN SET) SY 86.420 86.420 125.000 10,802.50 0438* CLEAN AND SEAL JOINTS LF 80.000 135.000 30.000 4,050.00 0438* ADJ EST QUANTITY TO DATE 135.000 0 SUBTOTAL BID ITEMS $ 129,875.84 0 CONTRACT TOTAL ALL ITEMS $ 129,875.84 1MIS.CIS.05 CONSTR ESTIMATE DISTRIBUTION CONTRACT 10080401 MGR.NO. 060 PAGE 001 CONT 6180 SEC 46 JOB 001 RES ENGR HOCHSTEIN, RANDY, PE PROJ BPM - 618046001 HWY IH0027 PO BOX 698 CANYON CNTY RANDALL DIST 04 CONTRACT PRICE $ 132,930.00 REPORT DATE 07/27/2009 15.29.12 CONTRACTOR M & S CONCRETE CO. 11220 EST PERIOD DEC 01,2008 TO JUN 04,2009 EST NO 009 & 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 ********************************************************************************************************************************** 191 BPM - 618046001 6180-46-001 129,875.84 .00 129,875.84 .00 .00 129,875.84 129,875.84 .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 ********************************************************************************************************************************** 129,875.84 .00 129,875.84 .00 .00 129,875.84 129,875.84 .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 10080401 MGR.NO. 060 PAGE 001 CONT 6180 SEC 46 JOB 001 RES ENGR HOCHSTEIN, RANDY, PE PROJ BPM - 618046001 HWY IH0027 PO BOX 698 CANYON CNTY RANDALL DIST 04 CONTRACT PRICE $ 132,930.00 REPORT DATE 07/27/2009 15.29.13 CONTRACTOR M & S CONCRETE CO. 11220 EST PERIOD DEC 01,2008 TO JUN 04,2009 EST NO 009 & FINAL ********************************************************************************************************************* - CONTROL PROJECT DISTRICT HIGHWAY COUNTY 6180-46-001 BPM - 618046001 04 IH0027 RANDALL -LIMITS - SEE PLAN SHEETS SEE PLAN SHEETS - TOTAL BID ITEMS DONE THIS ESTIMATE - $ 0.00 0 TOTAL AMOUNT WORK DONE TO DATE - $ 129,875.84