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 10/23/25 EST. NO. 003 TIME 10:43 AM R.E. NAME: AMRIT BRAR 06-1G8004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 10/23/25 EST. NO. 003 TIME 10:43 AM R.E. NAME: AMRIT BRAR 06-1G8004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE B2GNOW NONCOMPLIANCE -10,000.00 003 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 10/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-1G8004 TIME 10:43 AM ESTIMATE NO. 003 BID OPENING 02/19/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/25 R.E. NAME: AMRIT BRAR DATE OF THIS ESTIMATE 10/23/25 LOCATION RERUN PROGRESS ESTIMATE 06-KER-99-R29.4/33.1 ----------------------- GRIFFITH COMPANY KERN COUNTY NEAR BAKERSFIELD FROM 0.5 MILE 3050 E. BIRCH ST SOUTH OF ROUTE 65/99 SEPARATION TO 0.7 BREA CA 92821 MILE NORTH OF LERDO CANAL BRIDGE FED. AID NO. N O N E COLD PLANE AC PAVEMENT, REMOVE CONCRETE PA ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 002 TIME-RELATED OVERHEAD (WDAY) WDAY 4,000.0000 220,000.00 21.000 84,000.00 48.000 192,000 003 CONSTRUCTION AREA SIGNS LS 7,650.0000 7,650.00 0.150 1,147.50 0.750 5,737 004 TRAFFIC CONTROL SYSTEM LS 216,884.0000 216,884.00 0.380 82,415.92 0.870 188,689 005 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,250.0000 12,500.00 10.000 12,500 006 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 50.0000 2,750.00 21.000 1,050.00 48.000 2,400 SYSTEM 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 5,400.0000 5,400.00 0.380 2,052.00 0.870 4,698 008 JOB SITE MANAGEMENT LS 5,000.0000 5,000.00 0.380 1,900.00 0.870 4,350 009 WATER POLLUTION CONTROL PROGRAM LS 2,500.0000 2,500.00 1.000 2,500 010 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 2,800.00 7.000 2,800 011 STREET SWEEPING LS 12,000.0000 12,000.00 0.380 4,560.00 0.870 10,440 012 SHOULDER BACKING TON 80.0000 90,400.00 980.230 78,418 013 ASPHALTIC EMULSION (FOG SEAL COAT) TON 650.0000 3,120.00 5.560 3,614.00 5.560 3,614 014 HOT MIX ASPHALT (TYPE A) TON 290.0000 487,200.00 1,934.750 561,077 015 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 150.0000 997,500.00 5,498.830 824,824 (OPEN GRADED FRICTION COURSE) 016 DATA CORE LS 1,600.0000 1,600.00 1.000 1,600 017 TACK COAT TON 650.0000 21,450.00 32.320 21,008 018 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.4000 374,000.00 94,381.100 320,895 019 REMOVE CONCRETE PAVEMENT (CY) CY 300.0000 123,000.00 422.300 126,690 020 REMOVE PAVEMENT MARKER EA 1.0000 78.00 74.000 74.00 74.000 74 021 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 3,870.00 1,155.000 3,465.00 1,155.000 3,465 022 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 1,173.00 69.000 1,173.00 69.000 1,173 (0.063"-UNFRAMED) PROGRAM CAS145 PAGE 2 DATE 10/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-1G8004 TIME 10:43 AM ESTIMATE NO. 003 BID OPENING 02/19/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/25 R.E. NAME: AMRIT BRAR DATE OF THIS ESTIMATE 10/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 4,590.00 262.750 4,466.75 262.750 4,466 (0.080"-UNFRAMED) 024 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 125.0000 4,125.00 33.000 4,125.00 33.000 4,125 POST 025 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 6.0000 360.00 60.000 360.00 60.000 360 WET NIGHT VISIBILITY) 026 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 400.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 027 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 35,400.00 35,764.000 35,764.00 35,764.000 35,764 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 028 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 36,500.00 36,933.000 36,933.00 36,933.000 36,933 (ENHANCED WET NIGHT VISIBILITY) 029 12" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 3,300.00 1,670.000 3,340.00 1,670.000 3,340 (ENHANCED WET NIGHT VISIBILITY) 030 12" RUMBLE STRIP (ASPHALT CONCRETE STA 90.0000 18,000.00 99.000 8,910.00 99.000 8,910 PAVEMENT) 031 REMOVE 6" TRAFFIC STRIPE LF 2.0000 3,500.00 2,338.000 4,676.00 2,338.000 4,676 032 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 8.0000 9,360.00 1,169.000 9,352.00 1,169.000 9,352 (WARRANTY) 033 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 2.5000 5,825.00 2,338.000 5,845.00 2,338.000 5,845 (WARRANTY) (BROKEN 36-12) 034 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 700.0000 700.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 035 MODIFYING TRAFFIC MONITORING STATIONS LS 4,800.0000 4,800.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 10/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-1G8004 TIME 10:43 AM ESTIMATE NO. 003 BID OPENING 02/19/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/25 R.E. NAME: AMRIT BRAR DATE OF THIS ESTIMATE 10/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 299,223.17 2,487,726.47 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 299,223.17 2,487,726.47 036 MOBILIZATION LS 300,000.0000 300,000.00 1.000 300,000 ORIGINAL CONTRACT AMOUNT 3,022,735.00 TOTAL WORK COMPLETED 299,223.17 2,787,726.47 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 289,223.17 2,777,726.47 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 04/10/25 55 00/00/00 00/00/00 10/31/25 46 3 0 0 90% 84% PROGRESS IS SATISFACTORY AMRIT BRAR RESIDENT ENGINEER