PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 08/22/13 EST. NO.02 TIME 11:56 AM R.E. NAME: COBORN, AL 03-4M5304 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 003 0001 -5,000.00 A.C. @ L.S.(-) 082013 N CT1 0 005 0001 -7,863.72 A.C. @ U.P.(-) 073113 N CT1 0 -12,863.72 TOTAL THIS ESTIMATE -4,500.00 TOTAL PREVIOUS ESTIMATE -17,363.72 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 08/22/13 EST. NO.02 TIME 11:56 AM R.E. NAME: COBORN, AL 03-4M5304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 8/13 -7,000.00 02 -7,000.00 -7,000.00 TOTAL DEDUCTIONS -7,000.00 -7,000.00 PROGRAM CAS145 PAGE 1 DATE 08/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4M5304 TIME 11:56 AM ESTIMATE NO. 02 BID OPENING 03/27/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/13 R.E. NAME: COBORN, AL DATE OF THIS ESTIMATE 08/22/13 LOCATION PROGRESS ESTIMATE 03-BUT-99-13.0/20.6 ----------------- KNIFE RIVER CONSTRUCTION IN BUTTE COUNTY ABOUT 10 MILES 1764 SKYWAY NORTH OF GRIDLEY FROM 0.2 MILE CHICO CA 95928 SOUTH OF NORTH JUNCTION ROUTE 162 TO DRY CREEK BRIDGE FED. AID NO. STP-P099(566)E PAVEMENT REHABLITATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,900.0000 3,900.00 1.000 3,900 002 CONSTRUCTION AREA SIGNS LS 3,700.0000 3,700.00 0.080 296.00 0.880 3,256 003 TRAFFIC CONTROL SYSTEM LS 39,000.0000 39,000.00 0.570 22,230.00 0.870 33,930 004 TEMPORARY SIGNAL SYSTEM LS 24,000.0000 24,000.00 0.900 21,600 005 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,000.0000 10,000.00 0.570 5,700.00 0.870 8,700 006 JOB SITE MANAGEMENT LS 5,000.0000 5,000.00 0.870 4,350.00 0.870 4,350 007 PREPARE WATER POLLUTION CONTROL PROGRAM LS 700.0000 700.00 0.750 525 008 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 910.00 912.000 912 009 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 1,830.00 605.000 1,815 010 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 3,720.00 93.000 186.00 1,838.000 3,676 011 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 22,000.00 8,516.000 17,032 012 SHOULDER BACKING TON 25.0000 104,750.00 1,014.570 25,364.25 3,470.120 86,753 013 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1,000.0000 100.00 0.000 0 014 PREPAVING PROFILOGRAPH LS 3,500.0000 3,500.00 1.000 3,500 015 PREPAVING GRINDING DAY EA 10,000.0000 20,000.00 2.000 20,000 016 REPLACE ASPHALT CONCRETE SURFACING CY 425.0000 68,000.00 150.210 63,839 017 MINOR HOT MIX ASPHALT TON 120.0000 5,400.00 48.590 5,830.80 48.590 5,830 018 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED) TON 90.0000 1,134,000.00 2,242.470 201,822.30 12,668.780 1,140,190 019 SHOULDER RUMBLE STRIP STA 20.0000 15,400.00 762.000 15,240.00 762.000 15,240 (HMA,GROUND-IN INDENTATIONS) 020 CENTERLINE RUMBLE STRIP STA 25.0000 10,000.00 392.150 9,803.75 392.150 9,803 (HMA, GROUND-IN INDENTATIONS) 021 DATA CORE LS 5,000.0000 5,000.00 0.000 0 022 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.2500 812.50 172.000 559.00 172.000 559 PROGRAM CAS145 PAGE 2 DATE 08/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4M5304 TIME 11:56 AM ESTIMATE NO. 02 BID OPENING 03/27/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/13 R.E. NAME: COBORN, AL DATE OF THIS ESTIMATE 08/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.2500 5,265.00 1,656.000 5,382.00 1,656.000 5,382 024 TACK COAT TON 770.0000 46,970.00 0.000 0 025 DELINEATOR (CLASS 1) EA 50.0000 2,000.00 0.000 0 026 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 3,000.00 993.000 2,979.00 993.000 2,979 (ENHANCED WET NIGHT VISIBILITY) 027 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 46,000.00 91,839.000 45,919.50 91,839.000 45,919 (ENHANCED WET NIGHT VISIBILITY) 028 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 282.00 1,389.000 277.80 1,389.000 277 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 029 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 6.00 31.000 6.20 31.000 6 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 030 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 7,940.00 38,156.000 7,631.20 38,156.000 7,631 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 031 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 322.00 436.000 305.20 436.000 305 (ENHANCED WET NIGHT VISIBILITY) 032 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 4,170.00 1,253.000 3,759.00 1,253.000 3,759 033 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.570 570.00 0.870 870 SYSTEM ELEMENTS DURING CONSTRUCTION 034 MODIFY TRAFFIC MONITORING STATION LS 3,200.0000 3,200.00 0.900 2,880 (COUNT) 035 MODIFY SIGNAL AND LIGHTING LS 13,800.0000 13,800.00 0.900 12,420.00 0.900 12,420 PROGRAM CAS145 PAGE 3 DATE 08/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4M5304 TIME 11:56 AM ESTIMATE NO. 02 BID OPENING 03/27/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/13 R.E. NAME: COBORN, AL DATE OF THIS ESTIMATE 08/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 370,632.00 1,527,841.90 ADJUSTMENT OF COMPENSATION -12,863.72 -17,363.72 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 357,768.28 1,510,478.18 036 MOBILIZATION LS 63,500.0000 63,500.00 1.000 63,500 ORIGINAL CONTRACT AMOUNT 1,679,177.50 TOTAL WORK COMPLETED 357,768.28 1,573,978.18 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -7,000.00 -7,000.00 TOTAL 350,768.28 1,566,978.18 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 05/24/13 40 07/01/13 07/01/13 08/27/13 35 1 0 0 90% 88% PROGRESS IS SATISFACTORY COBORN, AL RESIDENT ENGINEER PROGRAM CAS145 DATE 08/22/13