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 06/19/26 EST. NO. 004 TIME 09:28 AM R.E. NAME: 03-1J6304 --------------------------------------------------------------------------- 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 3,000.00 E.W. @ F.A.(+) 060826 N 0008.0 008 0004 8,404.00 E.W. @ U.P (+) 052726 N 0006.0 0005 1,969.00 052926 N 0007.1 13,373.00 TOTAL THIS ESTIMATE 18,738.42 TOTAL PREVIOUS ESTIMATE 32,111.42 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 06/19/26 EST. NO. 004 TIME 09:28 AM R.E. NAME: 03-1J6304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEDUCT LTTR 4/2026 -5,000.00 002 RTN LTTR 4/2026 5,000.00 003 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 06/19/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1J6304 TIME 09:28 AM ESTIMATE NO. 004 BID OPENING 10/23/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/26 R.E. NAME: DATE OF THIS ESTIMATE 06/19/26 LOCATION PROGRESS ESTIMATE 03-SAC-99-6.1/7.0 ----------------- GRANITE CONSTRUCTION COMPANY SACRAMENTO COUNTY NEAR ELK GROVE FROM 0.2 4001 BRADSHAW ROAD MILE NORTH OF ARNO ROAD TO 0.4 MILE SOUTH SACRAMENTO CA 95827 OF DILLARD ROAD FED. AID NO. ACNH-P099(696) STRUCTURAL CONCRETE, STEEL GIRDER, AND HMA ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,900.0000 2,900.00 0.000 0 002 TIME-RELATED OVERHEAD (LS) LS 450,000.0000 450,000.00 0.158 71,100.00 0.158 71,100 003 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 24,000.00 0.000 0 004 HOURLY OFF-SITE HR 200.0000 4,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 005 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,000.00 1.000 10,000 006 CONSTRUCTION AREA SIGNS LS 9,900.0000 9,900.00 0.750 7,425 007 TRAFFIC CONTROL SYSTEM LS 248,000.0000 248,000.00 0.158 39,184.00 0.158 39,184 008 TYPE III BARRICADE EA 70.0000 70.00 0.000 0 009 TEMPORARY TRAFFIC STRIPE (TAPE) LF 8.0000 4,960.00 302.000 2,416.00 302.000 2,416 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.6000 26,760.00 22,669.000 13,601.40 22,669.000 13,601 011 TRAFFIC DRUM EA 7.0000 511.00 8.000 56.00 8.000 56 012 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 35.0000 9,240.00 28.000 980.00 28.000 980 SYSTEM 013 TEMPORARY PAVEMENT MARKER EA 5.0000 3,100.00 231.000 1,155.00 231.000 1,155 014 TEMPORARY BARRIER SYSTEM LF 7.5000 150,000.00 7,760.000 58,200.00 7,760.000 58,200 015 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,000.0000 15,000.00 0.158 2,370.00 0.158 2,370 016 TEMPORARY CRASH CUSHION TL-3 EA 1,200.0000 6,000.00 2.000 2,400.00 2.000 2,400 017 JOB SITE MANAGEMENT LS 20,000.0000 20,000.00 0.158 3,160.00 0.158 3,160 018 STORMWATER POLLUTION PREVENTION PLAN LS 2,800.0000 2,800.00 1.000 2,800 019 STORMWATER SAMPLING AND ANALYSIS DAY EA 450.0000 5,400.00 0.000 0 020 STORMWATER ANNUAL REPORT EA 3,000.0000 3,000.00 0.000 0 021 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 200.0000 1,200.00 1.000 200.00 1.000 200 CONTROL) 022 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 0.5500 3,091.00 0.000 0 MATRIX) PROGRAM CAS145 PAGE 2 DATE 06/19/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1J6304 TIME 09:28 AM ESTIMATE NO. 004 BID OPENING 10/23/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/26 R.E. NAME: DATE OF THIS ESTIMATE 06/19/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY COVER SQYD 5.2000 13,000.00 0.000 0 024 TEMPORARY CHECK DAM LF 7.7500 310.00 0.000 0 025 TEMPORARY DRAINAGE INLET PROTECTION EA 185.0000 555.00 0.000 0 026 TEMPORARY FIBER ROLL LF 3.1000 15,097.00 1,207.000 3,741.70 1,207.000 3,741 027 TEMPORARY GRAVEL BAG BERM LF 18.5000 629.00 0.000 0 028 TEMPORARY REINFORCED SILT FENCE LF 8.2000 1,640.00 0.000 0 029 TEMPORARY SILT FENCE LF 2.3000 3,933.00 313.000 719.90 313.000 719 030 TEMPORARY CONSTRUCTION ENTRANCE EA 8,500.0000 51,000.00 1.000 8,500.00 1.000 8,500 031 STREET SWEEPING LS 40,000.0000 40,000.00 0.000 0 032 TEMPORARY CONCRETE WASHOUT LS 2,500.0000 2,500.00 0.500 1,250.00 0.500 1,250 033 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 875.0000 21,875.00 1.000 875.00 1.000 875 034 WATER QUALITY MONITORING REPORT EA 500.0000 3,000.00 2.000 1,000.00 2.000 1,000 035 WATER QUALITY ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 036 ASBESTOS COMPLIANCE PLAN LS 1,600.0000 1,600.00 1.000 1,600 037 TREATED WOOD WASTE LB 1.0000 1,030.00 0.000 0 038 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 86,150.0000 86,150.00 0.050 4,307.50 0.195 16,799 039 BIRD EXCLUSION DEVICES LS 50,000.0000 50,000.00 0.100 5,000.00 1.000 50,000 040 BAT EXCLUSION DEVICES LS 10,000.0000 10,000.00 0.100 1,000.00 1.000 10,000 041 SAMPLING AND ANALYSIS PLAN (NATURALLY LS 6,037.0000 6,037.00 1.000 6,037.00 1.000 6,037 OCCURRING ASBESTOS) 042 TEMPORARY HIGH-VISIBILITY FENCE LF 2.8500 1,909.50 1,031.000 2,938.35 1,031.000 2,938 043 CLEARING AND GRUBBING (LS) LS 17,550.0000 17,550.00 0.800 14,040.00 1.000 17,550 044 ROADWAY EXCAVATION CY 40.0000 120,800.00 1,000.000 40,000.00 1,000.000 40,000 045 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 046 STRUCTURE EXCAVATION (BRIDGE) CY 400.0000 192,000.00 240.000 96,000.00 240.000 96,000 (F) 047 STRUCTURE BACKFILL (BRIDGE) CY 250.0000 53,250.00 0.000 0 (F) 048 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 049 BONDED FIBER MATRIX (SQFT) SQFT 0.1900 12,407.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 06/19/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1J6304 TIME 09:28 AM ESTIMATE NO. 004 BID OPENING 10/23/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/26 R.E. NAME: DATE OF THIS ESTIMATE 06/19/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.0000 6,820.00 0.000 0 051 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.5500 13,145.00 0.000 0 052 FIBER ROLLS LF 3.1000 11,687.00 0.000 0 053 CLASS 2 AGGREGATE BASE (CY) CY 90.0000 380,790.00 0.000 0 054 HOT MIX ASPHALT (TYPE A) TON 110.0000 953,700.00 0.000 0 055 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 185.0000 321,900.00 0.000 0 056 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 195.0000 163,800.00 0.000 0 (OPEN GRADED FRICTION COURSE) 057 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.5600 22,617.60 0.000 0 058 TACK COAT TON 1,769.0500 37,150.05 0.000 0 059 REMOVE ASPHALT CONCRETE DIKE LF 0.5000 2,185.00 0.000 0 060 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.5000 50,850.00 0.000 0 061 REMOVE BASE AND SURFACING CY 20.0000 137,000.00 0.000 0 062 FURNISH 24" CAST-IN-STEEL SHELL CONCRETE LF 125.0000 151,375.00 1,211.000 151,375.00 1,211.000 151,375 PILING 063 DRIVE 24" CAST-IN-STEEL SHELL CONCRETE EA 10,600.0000 233,200.00 10.000 106,000.00 10.000 106,000 PILE 064 STRUCTURAL CONCRETE, BRIDGE (ULTRA HIGH CF 800.0000 308,800.00 0.000 0 PERFORMANCE CONCRETE) 065 STRUCTURAL CONCRETE, BRIDGE CY 2,900.0000 40,600.00 2.000 5,800 (F) 066 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,450.0000 288,550.00 0.000 0 (F) N MODIFIED) 067 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,000.0000 28,000.00 0.000 0 (F) 068 ULTRA HIGH PERFORMANCE CONCRETE MOCK-UP EA 37,500.0000 75,000.00 2.000 75,000 069 STRUCTURAL CONCRETE, BRIDGE (RSC) CY 3,800.0000 273,600.00 0.000 0 070 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 071 FURNISH PRECAST CONCRETE ABUTMENT EA 56,000.0000 224,000.00 3.259 182,504 SEGMENT 072 FURNISH PRECAST CONCRETE WINGWALL EA 9,900.0000 39,600.00 3.149 31,175.10 3.149 31,175 073 ERECT PRECAST CONCRETE ABUTMENT SEGMENT EA 17,500.0000 70,000.00 0.000 0 074 ERECT PRECAST CONCRETE WINGWALL EA 14,600.0000 58,400.00 0.000 0 075 JOINT SEAL (MR 1/2") LF 117.0000 16,146.00 0.000 0 076 BAR REINFORCING STEEL (BRIDGE) LB 3.1600 117,940.68 0.000 0 (F) PROGRAM CAS145 PAGE 4 DATE 06/19/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1J6304 TIME 09:28 AM ESTIMATE NO. 004 BID OPENING 10/23/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/26 R.E. NAME: DATE OF THIS ESTIMATE 06/19/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH PRESS BRAKE FORMED STEEL TUB EA 142,900.0000 1,571,900.00 0.000 0 GIRDER MODULE (60'-70') 078 ERECT PRESS BRAKE FORMED STEEL TUB EA 22,000.0000 242,000.00 0.000 0 GIRDER MODULE 079 REMOVE POLYESTER CONCRETE OVERLAY SQFT 25.0000 3,425.00 0.000 0 080 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 2.0000 9,316.00 0.000 0 081 REFINISH BRIDGE DECK SQFT 82.0000 18,450.00 0.000 0 082 FURNISH POLYESTER CONCRETE OVERLAY CF 105.0000 80,535.00 0.000 0 083 PLACE POLYESTER CONCRETE OVERLAY SQFT 17.0000 81,821.00 0.000 0 (F) 084 BRIDGE REMOVAL LS 57,280.0000 57,280.00 0.000 0 085 BRIDGE REMOVAL (PORTION) LS 28,480.0000 28,480.00 1.000 28,480.00 1.000 28,480 086 12" REINFORCED CONCRETE PIPE LF 205.0000 6,150.00 0.000 0 087 18" REINFORCED CONCRETE PIPE LF 150.0000 2,250.00 0.000 0 088 REMOVE CULVERT (LF) LF 60.0000 15,600.00 40.000 2,400.00 40.000 2,400 089 CONCRETED-ROCK SLOPE PROTECTION (60 LB, CY 900.0000 7,200.00 0.000 0 CLASS II, METHOD B) (CY) 090 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 25.0000 675.00 0.000 0 091 MISCELLANEOUS IRON AND STEEL LB 9.5000 5,757.00 0.000 0 (F) 092 PAVEMENT MARKER (RETROREFLECTIVE) EA 9.0000 6,210.00 0.000 0 093 REMOVE ROADSIDE SIGN EA 150.0000 450.00 0.000 0 094 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 58.0000 290.00 0.000 0 (0.063"-UNFRAMED) 095 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.2500 1,212.00 0.000 0 (0.080"-UNFRAMED) 096 ROADSIDE SIGN - ONE POST EA 400.0000 1,200.00 0.000 0 097 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 58.0000 39,440.00 0.000 0 098 VEGETATION CONTROL (MINOR CONCRETE) SQYD 125.0000 37,500.00 0.000 0 099 VEGETATION CONTROL MAT (RUBBER OR FIBER) SQYD 60.0000 163,200.00 0.000 0 100 TRANSITION RAILING (TYPE AGT) EA 5,000.0000 10,000.00 0.000 0 101 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 3,800.0000 3,800.00 0.000 0 102 CONCRETE BARRIER (TYPE 60MA MODIFIED) LF 355.0000 45,795.00 0.000 0 103 CONCRETE BARRIER (TYPE 842) LF 275.0000 49,500.00 0.000 0 (F) PROGRAM CAS145 PAGE 5 DATE 06/19/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1J6304 TIME 09:28 AM ESTIMATE NO. 004 BID OPENING 10/23/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/26 R.E. NAME: DATE OF THIS ESTIMATE 06/19/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 255.0000 52,530.00 0.000 0 (F) 105 REMOVE GUARDRAIL LF 22.0000 1,804.00 0.000 0 106 RECONSTRUCT THRIE BEAM BARRIER LF 26.0000 119,860.00 2,305.000 59,930.00 2,305.000 59,930 107 RECONSTRUCT DOUBLE THRIE BEAM BARRIER LF 35.0000 52,500.00 750.000 26,250.00 750.000 26,250 108 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 7,390.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 109 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 12,580.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 110 REMOVE TRAFFIC STRIPE (HIGH-PRESSURE LF 0.8500 36,210.00 11,256.000 9,567.60 11,256.000 9,567 WATER BLASTING) 111 12" RUMBLE STRIP (ASPHALT CONCRETE STA 140.0000 9,100.00 0.000 0 PAVEMENT) 112 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 0.8500 1,360.00 0.000 0 (WARRANTY) 113 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.0000 2,370.00 0.000 0 (WARRANTY) (BROKEN 36-12) 114 CAMERA SYSTEMS LS 392,300.0000 392,300.00 0.000 0 115 2" CONDUIT (BRIDGE) LS 17,500.0000 17,500.00 0.000 0 116 3" CONDUIT (BRIDGE) LS 14,100.0000 14,100.00 0.000 0 117 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 118 REMOVE INLET EA 1,500.0000 6,000.00 0.000 0 119 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 120 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 121 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 122 HOT MIX ASPHALT (LEVELING) TON 130.0000 122,200.00 0.000 0 123 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 40.0000 1,080.00 0.000 0 AREA) 124 12" CORRUGATED STEEL PIPE RISER (.064" LF 300.0000 1,500.00 0.000 0 THICK) 125 CAP INLET EA 1,500.0000 1,500.00 0.000 0 126 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,500.0000 1,500.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 06/19/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1J6304 TIME 09:28 AM ESTIMATE NO. 004 BID OPENING 10/23/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/26 R.E. NAME: DATE OF THIS ESTIMATE 06/19/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 805,409.55 1,150,540.30 ADJUSTMENT OF COMPENSATION 0.00 2,228.88 EXTRA WORK 13,373.00 29,882.54 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 818,782.55 1,182,651.72 127 MOBILIZATION LS 670,000.0000 670,000.00 0.450 301,500.00 0.950 636,500 ORIGINAL CONTRACT AMOUNT 9,747,880.83 TOTAL WORK COMPLETED 1,120,282.55 1,819,151.72 MATERIALS ON HAND ON SITE 592,650.00 797,745.00 DEDUCTIONS 0.00 0.00 TOTAL 1,712,932.55 2,616,896.72 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 12/15/25 135 00/00/00 00/00/00 10/06/26 10 4 0 0 18% 7% PROGRESS IS SATISFACTORY RESIDENT ENGINEER