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 07/23/26 EST. NO. 003 TIME 09:00 AM R.E. NAME: HENRY, AUSTIN 02-0J7604 --------------------------------------------------------------------------- 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 07/23/26 EST. NO. 003 TIME 09:00 AM R.E. NAME: HENRY, AUSTIN 02-0J7604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/23/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0J7604 TIME 09:00 AM ESTIMATE NO. 003 BID OPENING 01/22/26 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/26 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 07/23/26 LOCATION PROGRESS ESTIMATE 02-TRI-3-67.7/T85.1 ----------------- TULLIS, INC. TRINITY COUNTY AT AND NEAR COFFEE CREEK 16951 CLEAR CREEK ROAD FROM COFFEE CREEK BRIDGE TO SISKIYOU REDDING CA 96001 COUNTY LINE FED. AID NO. ACST-S003(37)E HMA OVERLAY, BRIDGE WORK, REPLACE DRAINAGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 002 TIME-RELATED OVERHEAD (LS) LS 100,000.0000 100,000.00 0.121 12,100.00 0.242 24,200 003 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 36,000.00 1.000 6,000 004 HOURLY OFF-SITE HR 200.0000 4,000.00 6.500 1,300 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 005 DEVELOP WATER SUPPLY LS 2,000.0000 2,000.00 0.121 242.00 0.242 484 006 CONSTRUCTION AREA SIGNS LS 9,950.0000 9,950.00 0.080 796.00 0.410 4,079 007 TRAFFIC CONTROL SYSTEM LS 900,000.0000 900,000.00 0.121 108,900.00 0.242 217,800 008 TEMPORARY TRAFFIC STRIPE (TAPE) LF 6.0000 27,480.00 1,000.000 6,000 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 65.0000 3,250.00 25.000 1,625 010 CHANNELIZER (SURFACE MOUNTED) EA 65.0000 3,120.00 12.000 780 011 PORTABLE DELINEATOR EA 45.0000 3,240.00 14.000 630 012 PORTABLE RADAR SPEED FEEDBACK SIGN LS 10,000.0000 10,000.00 0.121 1,210.00 0.242 2,420 SYSTEMS (LS) 013 TEMPORARY BARRIER SYSTEM LF 40.0000 24,400.00 380.000 15,200 014 RELOCATE TEMPORARY BARRIER SYSTEM LF 9.0000 5,490.00 0.000 0 015 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,000.0000 15,000.00 0.121 1,815.00 0.242 3,630 016 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 2,200.0000 8,800.00 2.000 4,400 017 RELOCATE ALTERNATIVE TEMPORARY CRASH EA 300.0000 1,200.00 0.000 0 CUSHION 018 AUTOMATED FLAGGER ASSISTANCE DEVICE LS 10,000.0000 10,000.00 0.121 1,210.00 0.242 2,420 019 JOB SITE MANAGEMENT LS 15,000.0000 15,000.00 0.121 1,815.00 0.242 3,630 020 STORMWATER POLLUTION PREVENTION PLAN LS 4,000.0000 4,000.00 0.500 2,000 021 STORMWATER SAMPLING AND ANALYSIS DAY EA 100.0000 11,000.00 0.000 0 022 STORMWATER ANNUAL REPORT EA 3,000.0000 6,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 07/23/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0J7604 TIME 09:00 AM ESTIMATE NO. 003 BID OPENING 01/22/26 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/26 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 07/23/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 1,200.0000 14,400.00 0.000 0 CONTROL) 024 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 0.7700 133,980.00 0.000 0 MATRIX) 025 TEMPORARY COVER SQYD 1.5000 52,050.00 0.000 0 026 TEMPORARY CHECK DAM LF 3.0000 7,800.00 8.000 24 027 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 19,000.00 9.000 900.00 9.000 900 028 TEMPORARY FIBER ROLL LF 2.0000 62,200.00 70.000 140 029 TEMPORARY GRAVEL BAG BERM LF 3.0000 16,200.00 0.000 0 030 TEMPORARY CONSTRUCTION ENTRANCE EA 1,000.0000 1,000.00 0.000 0 031 STREET SWEEPING LS 5,000.0000 5,000.00 0.121 605.00 0.242 1,210 032 TEMPORARY CONCRETE WASHOUT LS 15,000.0000 15,000.00 0.121 1,815.00 0.242 3,630 033 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 1,600.0000 4,800.00 4.000 6,400.00 4.000 6,400 034 WATER QUALITY MONITORING REPORT EA 750.0000 1,500.00 0.000 0 035 TEMPORARY CREEK DIVERSION SYSTEMS LS 35,000.0000 35,000.00 0.242 8,470.00 0.242 8,470 036 ASBESTOS COMPLIANCE PLAN LS 1,200.0000 1,200.00 0.500 600 037 TREATED WOOD WASTE LB 0.2000 9,840.00 0.000 0 038 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 8,750.0000 8,750.00 0.121 1,058.75 0.242 2,117 039 INVASIVE SPECIES CONTROL LS 1,250.0000 1,250.00 0.500 625 040 DUST CONTROL PLAN (NATURALLY OCCURRING LS 1,200.0000 1,200.00 0.500 600 ASBESTOS) 041 CLEARING AND GRUBBING (LS) LS 20,000.0000 20,000.00 0.750 15,000.00 0.750 15,000 042 ROADWAY EXCAVATION CY 155.0000 13,020.00 15.010 2,326 043 ROADWAY EXCAVATION (TOPSOIL) CY 95.0000 5,795.00 16.400 1,558.00 16.400 1,558 044 SHOULDER BACKING TON 65.0000 216,450.00 0.000 0 045 SLURRY CEMENT FILL CY 715.0000 200,200.00 0.000 0 046 DITCH EXCAVATION CY 215.0000 245,100.00 469.900 101,028.50 481.800 103,587 047 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,200.0000 2,400.00 0.000 0 048 DRY SEED (SQFT) SQFT 0.2700 9,234.00 0.000 0 049 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.3700 39,220.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 07/23/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0J7604 TIME 09:00 AM ESTIMATE NO. 003 BID OPENING 01/22/26 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/26 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 07/23/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 BONDED FIBER MATRIX (SQFT) SQFT 0.3500 52,500.00 0.000 0 051 FIBER REINFORCED MATRIX (SQFT) SQFT 0.1200 12,720.00 0.000 0 052 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.9000 30,780.00 0.000 0 053 COMPOST (CY) CY 87.3600 81,244.80 0.000 0 054 INCORPORATE MATERIALS SQFT 0.0600 9,000.00 0.000 0 055 FINISHING ROADWAY LS 5,000.0000 5,000.00 0.000 0 056 CLASS 2 AGGREGATE BASE (CY) CY 375.0000 33,000.00 8.420 3,157 057 SEGMENT CORRECTION EA 2,250.0000 20,250.00 0.000 0 058 REPLACE ASPHALT CONCRETE SURFACING CY 365.0000 832,200.00 0.000 0 059 HOT MIX ASPHALT (TYPE A) TON 125.0000 3,587,500.00 15.350 1,918 060 DATA CORE LS 2,000.0000 2,000.00 0.000 0 061 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.2500 56,550.00 0.000 0 062 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.2500 747.50 0.000 0 063 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.2500 6,370.00 0.000 0 064 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 22.0000 196,900.00 0.000 0 AREA) 065 TACK COAT TON 500.0000 34,500.00 0.000 0 066 REMOVE ASPHALT CONCRETE DIKE LF 8.0000 28,160.00 0.000 0 067 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.3500 540,350.00 0.000 0 068 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 2,009.0000 218,981.00 0.000 0 R) 069 STRUCTURAL CONCRETE, BOX CULVERT CY 3,375.0000 249,750.00 0.000 0 070 STRUCTURAL CONCRETE, HEADWALL CY 5,300.0000 74,200.00 0.000 0 071 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,650.0000 79,200.00 17.830 29,419.50 32.950 54,367 072 STRUCTURAL CONCRETE, BRIDGE (RSC) CY 7,204.0000 533,096.00 1.500 10,806.00 1.500 10,806 (F) 073 STRUCTURAL CONCRETE (WINGWALL) CY 3,700.0000 148,000.00 0.000 0 074 MINOR CONCRETE CY 3,700.0000 33,300.00 2.700 9,990.00 7.800 28,860 (F) 075 PAVING NOTCH EXTENSION CF 335.0000 18,090.00 0.000 0 076 DRILL AND BOND DOWEL LF 112.0000 58,464.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 07/23/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0J7604 TIME 09:00 AM ESTIMATE NO. 003 BID OPENING 01/22/26 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/26 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 07/23/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 JOINT SEAL (MR 1/2") LF 158.0000 11,376.00 0.000 0 078 BAR REINFORCING STEEL (BRIDGE, STAINLESS LB 7.2000 152,784.00 0.000 0 (F) STEEL) 079 BAR REINFORCING STEEL (WINGWALL) LB 5.5000 22,440.00 0.000 0 (F) 080 BAR REINFORCING STEEL (HEADWALL) LB 6.5000 6,175.00 0.000 0 (F) 081 RAPID SETTING CONCRETE (PATCH) CF 120.0000 9,720.00 0.000 0 082 REMOVE UNSOUND CONCRETE CF 595.0000 48,195.00 0.000 0 083 REMOVE POLYESTER CONCRETE OVERLAY SQFT 6.0000 19,326.00 109.500 657.00 1,610.500 9,663 084 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.0000 5,568.00 0.000 0 085 FURNISH POLYESTER CONCRETE OVERLAY CF 105.0000 58,485.00 0.000 0 086 PLACE POLYESTER CONCRETE OVERLAY SQFT 15.0000 83,520.00 0.000 0 (F) 087 BRIDGE REMOVAL (PORTION) LS 90,000.0000 90,000.00 0.400 36,000.00 0.500 45,000 088 FIBER REINFORCED POLYMER SYSTEM (GIRDER) SQFT 38.0000 212,078.00 4,013.330 152,506 089 GALVANIC ANODES EA 40.0000 3,240.00 0.000 0 090 CONCRETE BACKFILL (PIPE TRENCH) CY 325.0000 18,200.00 19.600 6,370.00 55.400 18,005 091 12" CORRUGATED STEEL PIPE LF 225.0000 2,475.00 0.000 0 092 24" CORRUGATED STEEL PIPE (.109" THICK) LF 370.0000 543,900.00 573.000 212,010.00 1,427.000 527,990 093 24" CORRUGATED STEEL PIPE (.138" THICK) LF 360.0000 97,200.00 162.000 58,320.00 162.000 58,320 094 30" CORRUGATED STEEL PIPE (.138" THICK) LF 360.0000 104,400.00 154.000 55,440 095 36" CORRUGATED STEEL PIPE (.138" THICK) LF 390.0000 74,100.00 188.000 73,320.00 188.000 73,320 096 42" CORRUGATED STEEL PIPE (.138" THICK) LF 415.0000 21,165.00 52.000 21,580 097 48" CORRUGATED STEEL PIPE (.138" THICK) LF 430.0000 51,600.00 112.000 48,160.00 112.000 48,160 098 FLUME DOWNDRAIN LF 110.0000 2,200.00 0.000 0 099 18" TAPERED INLET EA 1,750.0000 3,500.00 0.000 0 100 24" ANCHOR ASSEMBLY EA 465.0000 19,530.00 12.000 5,580.00 39.000 18,135 101 FLUME ANCHOR ASSEMBLY EA 280.0000 1,120.00 0.000 0 102 36" CORRUGATED STEEL PIPE INLET (.168" LF 1,050.0000 115,500.00 30.900 32,445.00 104.700 109,935 THICK) 103 36" TO 24" CORRUGATED STEEL REDUCER EA 1,265.0000 1,265.00 1.000 1,265.00 1.000 1,265 (.138" THICK) PROGRAM CAS145 PAGE 5 DATE 07/23/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0J7604 TIME 09:00 AM ESTIMATE NO. 003 BID OPENING 01/22/26 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/26 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 07/23/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 24" CORRUGATED STEEL PIPE TEE ENERGY EA 760.0000 10,640.00 5.000 3,800.00 14.000 10,640 DISSIPATOR (.138" THICK) 105 24" STEEL FLARED END SECTION EA 175.0000 700.00 4.000 700.00 4.000 700 106 36" STEEL FLARED END SECTION EA 650.0000 650.00 1.000 650.00 1.000 650 107 48" STEEL FLARED END SECTION EA 1,075.0000 2,150.00 2.000 2,150.00 2.000 2,150 108 REMOVE GRATE EA 250.0000 250.00 1.000 250.00 1.000 250 109 REMOVE OVERSIDE DRAIN EA 350.0000 700.00 0.000 0 110 REMOVE CULVERT (LF) LF 13.0000 26,390.00 798.800 10,384.40 1,634.800 21,252 111 REMOVE DOWNDRAIN (EA) EA 150.0000 300.00 1.000 150 112 REMOVE INLET EA 550.0000 7,150.00 2.000 1,100.00 9.000 4,950 113 REMOVE HEADWALL EA 2,550.0000 15,300.00 2.000 5,100.00 4.000 10,200 114 REMOVE WINGWALL EA 4,850.0000 19,400.00 0.000 0 115 REMOVE FLARED END SECTION (EA) EA 230.0000 1,150.00 5.000 1,150.00 5.000 1,150 116 MODIFY INLET EA 240.0000 1,920.00 0.000 0 117 REMOVE ROCK SLOPE PROTECTION CY 130.0000 2,340.00 16.000 2,080.00 16.000 2,080 118 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 200.0000 5,600.00 27.200 5,440.00 27.200 5,440 METHOD B) (CY) 119 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 440.0000 616.00 0.000 0 METHOD B) (CY) 120 MISCELLANEOUS IRON AND STEEL LB 1.0000 10,758.00 3,174.000 3,174.00 8,400.000 8,400 (F) 121 GUARD RAILING DELINEATOR EA 13.0000 1,092.00 0.000 0 122 REMOVE MARKER (CULVERT) EA 15.0000 1,380.00 0.000 0 123 MARKER (CULVERT) EA 63.7500 5,865.00 0.000 0 124 TREATMENT BEST MANAGEMENT PRACTICE EA 99.7500 1,795.50 0.000 0 MARKER 125 REMOVE ROADSIDE SIGN (WOOD POST) EA 67.0000 1,340.00 0.000 0 126 REMOVE ROADSIDE SIGN PANEL EA 57.0000 285.00 0.000 0 127 REMOVE ROADSIDE SIGN (STEEL POST) EA 95.0000 1,330.00 0.000 0 128 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.3500 5,087.50 0.000 0 (0.080"-UNFRAMED) 129 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 33.9500 2,172.80 0.000 0 (0.063"-FRAMED) 130 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 34.6000 2,975.60 0.000 0 (0.080"-FRAMED) PROGRAM CAS145 PAGE 6 DATE 07/23/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0J7604 TIME 09:00 AM ESTIMATE NO. 003 BID OPENING 01/22/26 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/26 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 07/23/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 ROADSIDE SIGN - ONE POST EA 535.7500 13,929.50 0.000 0 132 ROADSIDE SIGN - TWO POST EA 780.0000 6,240.00 0.000 0 133 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 110.0000 550.00 0.000 0 POST 134 GUARDRAIL SUPPORT SYSTEM SQFT 22.5000 37,575.00 0.000 0 135 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 34.7500 71,932.50 0.000 0 136 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 37.0000 91,390.00 0.000 0 137 CABLE RAILING LF 125.0000 3,750.00 0.000 0 138 TRANSITION RAILING (TYPE AGT) EA 3,500.0000 63,000.00 0.000 0 139 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,200.0000 2,400.00 0.000 0 140 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 3,745.0000 67,410.00 0.000 0 141 BURIED POST END ANCHOR (TYPE B-F) EA 3,000.0000 3,000.00 0.000 0 142 BURIED POST END ANCHOR (TYPE B-S) EA 2,800.0000 2,800.00 0.000 0 143 ALTERNATIVE CRASH CUSHION TL-3 EA 32,000.0000 64,000.00 0.000 0 144 CONCRETE BARRIER TRANSITION LF 1,107.0000 265,680.00 0.000 0 (F) 145 CONCRETE BARRIER (TYPE 842) LF 357.0000 124,236.00 0.000 0 (F) 146 REMOVE GUARDRAIL SUPPORT SYSTEM LF 50.0000 750.00 0.000 0 147 REMOVE GUARDRAIL LF 2.0000 8,580.00 0.000 0 148 THERMOPLASTIC PAVEMENT MARKING SQFT 19.0000 7,980.00 0.000 0 149 6" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.7500 89,250.00 0.000 0 150 6" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.7500 1,005.00 0.000 0 (BROKEN 12-3) 151 6" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.7500 240.00 0.000 0 (BROKEN 36-12) 152 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 13,740.00 1,000.000 3,000 153 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.3000 131,300.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 154 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 8,120.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED, BROKEN 36-12) 155 CONTRAST STRIPE PAINT (2-COAT) LF 1.1000 5,412.00 0.000 0 156 TRAFFIC MONITORING STATION SYSTEM LS 30,000.0000 30,000.00 0.500 15,000 PROGRAM CAS145 PAGE 7 DATE 07/23/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0J7604 TIME 09:00 AM ESTIMATE NO. 003 BID OPENING 01/22/26 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/26 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 07/23/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 TEMPORARY SIGNAL SYSTEMS LS 70,000.0000 70,000.00 0.249 17,430.00 0.623 43,610 158 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 159 ROCK EXCAVATION CY 425.0000 157,250.00 154.800 65,790.00 154.800 65,790 PROGRAM CAS145 PAGE 8 DATE 07/23/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0J7604 TIME 09:00 AM ESTIMATE NO. 003 BID OPENING 01/22/26 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/26 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 07/23/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 908,464.15 1,879,128.24 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 908,464.15 1,879,128.24 160 MOBILIZATION LS 1,000,000.0000 1,000,000.00 0.250 250,000.00 0.750 750,000 ORIGINAL CONTRACT AMOUNT 13,535,791.70 TOTAL WORK COMPLETED 1,158,464.15 2,629,128.24 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,158,464.15 2,629,128.24 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 03/18/26 230 05/04/26 05/04/26 01/21/27 40 5 0 0 19% 17% PROGRESS IS SATISFACTORY HENRY, AUSTIN RESIDENT ENGINEER