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 11/24/25 EST. NO. 001 TIME 03:34 PM R.E. NAME: BERRIOS, JOSE/CE- MERATI,ARTIN 12-0S5304 --------------------------------------------------------------------------- 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 11/24/25 EST. NO. 001 TIME 03:34 PM R.E. NAME: BERRIOS, JOSE/CE- MERATI,ARTIN 12-0S5304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 11/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0S5304 TIME 03:34 PM ESTIMATE NO. 001 BID OPENING 06/04/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: BERRIOS, JOSE/CE- MERATI,ARTIN DATE OF THIS ESTIMATE 11/24/25 LOCATION PROGRESS ESTIMATE 12-ORA-57-15.9 ----------------- GRANITE CONSTRUCTION COMPANY ORANGE COUNTY IN ANAHEIM AT SOUTHBOUND 4820 MCGRATH ST., SUITE 101 ROUTE 57 OFF-RAMP TO WESTBOUND ROUTE 91 VENTURA CA 93003 FED. AID NO. HSNH-P057(77)E PLACE JPCP (RSC) AND HMA, MODIFY RAMP AND ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,805.0000 2,805.00 1.000 2,805.00 1.000 2,805 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 7,500.0000 7,500.00 0.100 750.00 0.100 750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,250.0000 300,000.00 18.000 22,500.00 18.000 22,500 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 14,000.00 0.000 0 MEETING 005 HOURLY OFF-SITE HR 200.0000 2,000.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.650 16,250.00 0.650 16,250 007 TRAFFIC CONTROL SYSTEM LS 210,500.0000 210,500.00 0.100 21,050.00 0.100 21,050 008 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,950.0000 7,800.00 1.000 1,950.00 1.000 1,950 009 CHANNELIZER (SURFACE MOUNTED) EA 44.0000 396.00 10.000 440.00 10.000 440 010 PORTABLE FLASHING BEACONS (EA) EA 2,365.0000 2,365.00 1.000 2,365.00 1.000 2,365 011 TEMPORARY BARRIER SYSTEM LF 54.0000 48,060.00 1,000.000 54,000.00 1,000.000 54,000 012 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 3,900.0000 46,800.00 1.000 3,900.00 1.000 3,900 013 TEMPORARY CRASH CUSHION TL-3 EA 10,725.0000 10,725.00 1.000 10,725.00 1.000 10,725 014 TEMPORARY TRAFFIC SCREEN LF 11.0000 9,790.00 0.000 0 015 JOB SITE MANAGEMENT LS 82,000.0000 82,000.00 0.100 8,200.00 0.100 8,200 016 WATER POLLUTION CONTROL PROGRAM LS 1,060.0000 1,060.00 0.100 106.00 0.100 106 017 TEMPORARY DRAINAGE INLET PROTECTION EA 370.0000 1,480.00 5.000 1,850.00 5.000 1,850 018 TREATED WOOD WASTE LB 1.3000 8,502.00 6,540.000 8,502.00 6,540.000 8,502 019 CLEARING AND GRUBBING (LS) LS 15,600.0000 15,600.00 0.100 1,560.00 0.100 1,560 020 ROADWAY EXCAVATION CY 85.5000 97,470.00 0.000 0 021 ROADWAY EXCAVATION (TYPE R-1) (AERIALLY CY 1,630.0000 14,670.00 0.000 0 DEPOSITED LEAD) 022 STRUCTURE EXCAVATION (GROUND ANCHOR CY 42.0000 8,190.00 0.000 0 (F) WALL) PROGRAM CAS145 PAGE 2 DATE 11/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0S5304 TIME 03:34 PM ESTIMATE NO. 001 BID OPENING 06/04/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: BERRIOS, JOSE/CE- MERATI,ARTIN DATE OF THIS ESTIMATE 11/24/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 240.0000 8,400.00 0.000 0 (F) 024 DITCH EXCAVATION CY 270.0000 7,290.00 0.000 0 025 ROCK BLANKET SQFT 75.0000 138,750.00 0.000 0 026 CLASS 2 AGGREGATE SUBBASE CY 116.0000 133,400.00 0.000 0 027 CLASS 2 AGGREGATE BASE (CY) CY 265.0000 12,190.00 0.000 0 028 LEAN CONCRETE BASE RAPID SETTING CY 710.0000 248,500.00 0.000 0 029 BASE BOND BREAKER SQYD 3.9000 11,661.00 0.000 0 030 HOT MIX ASPHALT (TYPE A) TON 335.0000 335,000.00 0.000 0 031 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 360.0000 68,400.00 0.000 0 032 TACK COAT TON 1,500.0000 3,000.00 0.000 0 033 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 2,200.00 0.000 0 034 REMOVE BASE AND SURFACING CY 57.0000 128,820.00 0.000 0 035 JOINTED PLAIN CONCRETE PAVEMENT (RSC) CY 1,100.0000 1,045,000.00 0.000 0 036 JOINT SEAL (ASPHALT RUBBER) LF 10.0000 21,400.00 0.000 0 037 GROUND ANCHOR (SUBHORIZONTAL) EA 6,050.0000 181,500.00 0.000 0 038 STRUCTURAL CONCRETE, WALL FACING CY 1,165.0000 102,520.00 0.000 0 (F) 039 STRUCTURAL CONCRETE, HEADWALL CY 6,192.0000 12,384.00 0.000 0 (F) 040 STRUCTURAL CONCRETE, DRAINAGE INLET CY 12,490.0000 87,430.00 0.000 0 (F) 041 MINOR CONCRETE (MINOR STRUCTURE) CY 1,860.0000 18,600.00 0.000 0 (F) 042 CONCRETE SURFACE TEXTURE (FRACTURED RIB) SQFT 53.0000 52,735.00 0.000 0 043 BAR REINFORCING STEEL (GROUND ANCHOR LB 3.4000 126,500.40 0.000 0 (F) WALL) 044 STRUCTURAL SHOTCRETE CY 1,120.0000 75,040.00 0.000 0 (F) 045 18" ALTERNATIVE SLOTTED PIPE LF 546.0000 109,200.00 0.000 0 046 18" REINFORCED CONCRETE PIPE LF 195.0000 35,100.00 0.000 0 047 24" REINFORCED CONCRETE PIPE LF 3,170.0000 9,510.00 0.000 0 048 REMOVE INLET EA 4,400.0000 4,400.00 0.000 0 049 REMOVE HEADWALL EA 2,235.0000 2,235.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 11/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0S5304 TIME 03:34 PM ESTIMATE NO. 001 BID OPENING 06/04/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: BERRIOS, JOSE/CE- MERATI,ARTIN DATE OF THIS ESTIMATE 11/24/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE (CHANNEL) CY 168.0000 5,208.00 0.000 0 051 REMOVE SLOPE PAVING (SQYD) SQYD 30.0000 6,540.00 0.000 0 052 CONCRETE (DITCH LINING) CY 1,620.0000 22,680.00 0.000 0 053 SLOPE PAVING (CONCRETE) CY 1,830.0000 21,960.00 0.000 0 054 MINOR CONCRETE (GUTTER) (LF) LF 100.0000 16,900.00 0.000 0 055 MISCELLANEOUS IRON AND STEEL LB 9.0000 15,057.00 0.000 0 (F) 056 REMOVE PAVEMENT MARKER EA 2.2000 202.40 0.000 0 057 DELINEATOR (CLASS 1) EA 84.0000 3,696.00 0.000 0 058 GUARD RAILING DELINEATOR EA 79.0000 632.00 0.000 0 059 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.5000 506.00 0.000 0 060 OBJECT MARKER (TYPE P) EA 75.0000 225.00 2.000 150.00 2.000 150 061 REMOVE ROADSIDE SIGN EA 168.0000 2,184.00 0.000 0 062 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 28.0000 2,548.00 0.000 0 (0.080"-UNFRAMED) 063 ROADSIDE SIGN - ONE POST EA 420.0000 4,620.00 0.000 0 064 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 60.5000 19,965.00 0.000 0 065 CABLE RAILING LF 66.0000 11,748.00 0.000 0 (F) 066 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 24,000.0000 24,000.00 0.000 0 067 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 27,750.0000 27,750.00 0.000 0 068 SEVERE-DUTY CRASH CUSHION TL-3 EA 69,500.0000 69,500.00 0.000 0 069 CONCRETE BARRIER (TYPE 60M) LF 220.0000 48,400.00 0.000 0 070 CONCRETE BARRIER (TYPE 60MD) LF 155.0000 28,210.00 0.000 0 071 CONCRETE BARRIER (TYPE 60MS) LF 395.0000 38,315.00 0.000 0 072 CONCRETE BARRIER TRANSITION LF 690.0000 64,170.00 0.000 0 (F) 073 REMOVE GUARDRAIL LF 19.0000 6,650.00 352.000 6,688.00 352.000 6,688 074 REMOVE CONCRETE BARRIER LF 224.0000 3,360.00 0.000 0 075 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 11.2000 4,368.00 0.000 0 WET NIGHT VISIBILITY) 076 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 1,232.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) PROGRAM CAS145 PAGE 4 DATE 11/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0S5304 TIME 03:34 PM ESTIMATE NO. 001 BID OPENING 06/04/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: BERRIOS, JOSE/CE- MERATI,ARTIN DATE OF THIS ESTIMATE 11/24/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 4,900.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 078 12" THERMOPLASTIC TRAFFIC STRIPE LF 3.4000 3,774.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 079 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 6,303.00 0.000 0 080 12" RUMBLE STRIP (CONCRETE PAVEMENT) STA 420.0000 7,140.00 0.000 0 081 CONTRAST STRIPE PAINT (2-COAT) LF 0.2800 3,220.00 0.000 0 082 MODIFYING FIBER OPTIC CABLE SYSTEMS LS 315,255.0000 315,255.00 0.000 0 083 TEMPORARY FIBER OPTIC CABLE SYSTEMS LS 250,150.0000 250,150.00 0.000 0 084 MODIFYING LIGHTING SYSTEMS LS 150,150.0000 150,150.00 0.000 0 085 MODIFYING TRAFFIC MONITORING STATIONS LS 12,130.0000 12,130.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 11/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0S5304 TIME 03:34 PM ESTIMATE NO. 001 BID OPENING 06/04/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: BERRIOS, JOSE/CE- MERATI,ARTIN DATE OF THIS ESTIMATE 11/24/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 163,791.00 163,791.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 163,791.00 163,791.00 086 MOBILIZATION LS 194,000.2000 194,000.20 0.000 0 ORIGINAL CONTRACT AMOUNT 5,295,527.00 TOTAL WORK COMPLETED 163,791.00 163,791.00 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 163,791.00 163,791.00 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 09/22/25 240 10/28/25 10/28/25 10/14/26 18 0 0 0 3% 8% PROGRESS IS SATISFACTORY BERRIOS, JOSE/CE- MERATI,ARTIN RESIDENT ENGINEER