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 06/16/26 EST. NO. 003 TIME 09:00 AM R.E. NAME: HADIPOUR, ROOZBEH 01-0H5704 --------------------------------------------------------------------------- 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 06/16/26 EST. NO. 003 TIME 09:00 AM R.E. NAME: HADIPOUR, ROOZBEH 01-0H5704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/16/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H5704 TIME 09:00 AM ESTIMATE NO. 003 BID OPENING 12/09/25 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: HADIPOUR, ROOZBEH DATE OF THIS ESTIMATE 06/16/26 LOCATION PROGRESS ESTIMATE 01-MEN-101-20.9/28.6 ----------------- GHILOTTI BROS., INC. MENDOCINO COUNTY IN AND NEAR UKIAH FROM 525 JACOBY STREET NORTH OF ROBINSON CREEK BRIDGE TO POMO SAN RAFAEL CA 94901 LANE UNDERCROSSING FED. AID NO. ACNH-Q101(455)E PLACE ASPHALT, VEGETATION CONTROL & INSTAL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 9,000.0000 9,000.00 1.000 9,000 002 TIME-RELATED OVERHEAD (LS) LS 200,000.0000 200,000.00 0.090 18,000.00 0.190 38,000 003 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 36,000.00 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 8,000.0000 8,000.00 1.000 8,000 006 CONSTRUCTION AREA SIGNS LS 62,000.0000 62,000.00 0.190 11,780.00 0.690 42,780 007 TRAFFIC CONTROL SYSTEM LS 290,260.5000 290,260.50 0.090 26,123.45 0.190 55,149 008 STATIONARY IMPACT ATTENUATOR VEHICLE LS 80,000.0000 80,000.00 0.090 7,200.00 0.190 15,200 (LS) 009 CHANNELIZER (SURFACE MOUNTED) EA 55.0000 23,650.00 40.000 2,200.00 40.000 2,200 010 TRAFFIC DRUM EA 75.0000 6,300.00 52.000 3,900.00 52.000 3,900 011 PORTABLE RADAR SPEED FEEDBACK SIGN LS 19,000.0000 19,000.00 0.090 1,710.00 0.190 3,610 SYSTEMS (LS) 012 TEMPORARY BARRIER SYSTEM LF 12.5000 1,042,500.00 15,000.000 187,500.00 45,000.000 562,500 013 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 4,000.0000 4,000.00 1.000 4,000 014 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 30,000.0000 30,000.00 0.090 2,700.00 0.190 5,700 015 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 3,200.0000 256,000.00 7.000 22,400.00 27.000 86,400 016 JOB SITE MANAGEMENT LS 15,000.0000 15,000.00 0.090 1,350.00 0.190 2,850 017 STORMWATER POLLUTION PREVENTION PLAN LS 3,500.0000 3,500.00 1.000 3,500 018 STORMWATER SAMPLING AND ANALYSIS DAY EA 355.0000 27,335.00 9.000 3,195.00 15.000 5,325 019 STORMWATER ANNUAL REPORT EA 3,000.0000 9,000.00 0.000 0 020 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 300.0000 3,600.00 0.000 0 CONTROL) 021 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 2.5000 12,950.00 0.000 0 MATRIX) 022 TEMPORARY COVER SQYD 5.0000 25,900.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 06/16/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H5704 TIME 09:00 AM ESTIMATE NO. 003 BID OPENING 12/09/25 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: HADIPOUR, ROOZBEH DATE OF THIS ESTIMATE 06/16/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CHECK DAM LF 10.5000 7,875.00 250.000 2,625 024 TEMPORARY DRAINAGE INLET PROTECTION EA 165.0000 9,240.00 1.000 165.00 57.000 9,405 025 TEMPORARY FIBER ROLL LF 3.5000 11,200.00 3,200.000 11,200 026 TEMPORARY GRAVEL BAG BERM LF 10.5000 168,000.00 253.000 2,656.50 5,253.000 55,156 027 TEMPORARY SILT FENCE LF 5.0000 1,000.00 200.000 1,000 028 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 20,000.00 2.000 10,000.00 2.000 10,000 029 STREET SWEEPING LS 10,000.0000 10,000.00 0.090 900.00 0.190 1,900 030 TEMPORARY CONCRETE WASHOUT LS 15,000.0000 15,000.00 0.090 1,350.00 0.190 2,850 031 TREATED WOOD WASTE LB 0.1700 30,940.00 70,000.000 11,900.00 70,000.000 11,900 032 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 15,000.0000 15,000.00 1.000 15,000 033 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 121.0000 125,840.00 562.970 68,119.37 1,062.970 128,619 034 TEMPORARY HIGH-VISIBILITY FENCE LF 5.0000 3,350.00 670.000 3,350 035 CLEARING AND GRUBBING (ACRE) ACRE 2,000.0000 52,000.00 10.000 20,000.00 20.000 40,000 036 ROADWAY EXCAVATION CY 120.0000 573,600.00 164.500 19,740.00 164.500 19,740 037 ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY CY 375.0000 1,275,000.00 618.900 232,087.50 618.900 232,087 DEPOSITED LEAD) 038 ROADWAY EXCAVATION (TYPE COM) (AERIALLY CY 328.0000 203,360.00 603.010 197,787.28 603.010 197,787 DEPOSITED LEAD) 039 IMPORTED BORROW (CY) CY 47.0000 1,048,100.00 9,663.700 454,193.90 19,663.700 924,193 040 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 900.0000 2,700.00 0.000 0 041 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.1800 97,920.00 0.000 0 042 FIBER REINFORCED MATRIX (SQFT) SQFT 0.1200 65,280.00 0.000 0 043 FIBER ROLLS LF 8.0000 12,480.00 0.000 0 044 COMPOST (CY) CY 73.0000 28,470.00 0.000 0 045 INCORPORATE MATERIALS SQFT 0.0700 4,375.00 0.000 0 046 CLASS 2 AGGREGATE BASE (CY) CY 103.0000 104,030.00 126.110 12,989.33 126.110 12,989 047 CRACK AND SEAT SQYD 2.0000 218,000.00 75,000.000 150,000.00 75,000.000 150,000 048 HIGH FRICTION SURFACE TREATMENT SQYD 28.3000 498,080.00 0.000 0 049 CRACK TREATMENT LNMI 7,847.0000 31,388.00 4.000 31,388.00 4.000 31,388 PROGRAM CAS145 PAGE 3 DATE 06/16/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H5704 TIME 09:00 AM ESTIMATE NO. 003 BID OPENING 12/09/25 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: HADIPOUR, ROOZBEH DATE OF THIS ESTIMATE 06/16/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 HOT MIX ASPHALT (TYPE A) TON 125.0000 16,500,000.00 4,767.390 595,923.75 8,767.390 1,095,923 051 HOT MIX ASPHALT (LEVELING) TON 136.0000 2,040,000.00 0.000 0 052 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 164.0000 3,476,800.00 0.000 0 053 ASPHALT BINDER (GEOSYNTHETIC PAVEMENT TON 1.0000 170.00 0.000 0 INTERLAYER) 054 GEOSYNTHETIC PAVEMENT INTERLAYER (PAVING SQYD 3.3500 391,950.00 0.000 0 FABRIC) 055 DATA CORE LS 4,000.0000 4,000.00 1.000 4,000.00 1.000 4,000 056 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.2500 9,000.00 0.000 0 057 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.2500 2,475.00 0.000 0 058 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.2500 82,350.00 0.000 0 059 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.2500 3,330.00 0.000 0 060 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 34.0000 67,320.00 200.000 6,800.00 200.000 6,800 AREA) 061 TACK COAT TON 1,005.0000 412,050.00 20.000 20,100.00 40.000 40,200 062 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 90.0000 27,900.00 82.400 7,416.00 82.400 7,416 063 REMOVE ASPHALT CONCRETE DIKE LF 2.2500 90,225.00 0.000 0 064 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 229,140.00 0.000 0 065 DRILL AND BOND (DOWEL BAR) EA 8.0000 17,440.00 112.000 896.00 112.000 896 066 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 980.0000 686,000.00 439.720 430,925.60 939.720 920,925 067 REMOVE CONCRETE PAVEMENT (CY) CY 200.0000 544,000.00 1,300.000 260,000.00 2,000.000 400,000 068 REMOVE RETAINING CURB LF 6.0000 660.00 104.000 624.00 104.000 624 069 10" FLUME DOWNDRAIN LF 145.0000 27,550.00 0.000 0 070 8" ENTRANCE TAPER EA 1,600.0000 3,200.00 0.000 0 071 REMOVE ENTRANCE TAPER EA 300.0000 2,700.00 1.000 300.00 1.000 300 072 REMOVE OVERSIDE DRAIN EA 800.0000 12,800.00 16.000 12,800.00 16.000 12,800 073 ADJUST DOWNDRAIN EA 888.0000 1,776.00 0.000 0 074 ADJUST FRAME AND GRATE TO GRADE EA 2,700.0000 24,300.00 0.000 0 075 MODIFY INLET EA 700.0000 6,300.00 0.000 0 076 MINOR CONCRETE (RETAINING CURB) CY 1,300.0000 5,200.00 4.030 5,239.00 4.030 5,239 PROGRAM CAS145 PAGE 4 DATE 06/16/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H5704 TIME 09:00 AM ESTIMATE NO. 003 BID OPENING 12/09/25 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: HADIPOUR, ROOZBEH DATE OF THIS ESTIMATE 06/16/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 DETECTABLE WARNING SURFACE SQFT 52.0000 5,720.00 110.000 5,720.00 110.000 5,720 078 MINOR CONCRETE (CURB AND GUTTER) CY 1,050.0000 7,350.00 8.480 8,904.00 8.480 8,904 079 MINOR CONCRETE (SIDEWALK) CY 2,100.0000 12,600.00 5.100 10,710.00 5.100 10,710 080 MINOR CONCRETE (CURB RAMP) CY 1,700.0000 25,500.00 12.000 20,400.00 12.000 20,400 081 REMOVE CURB LF 4.0000 36,560.00 1,488.000 5,952.00 1,488.000 5,952 082 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 40.0000 4,400.00 111.000 4,440.00 111.000 4,440 083 REMOVE CONCRETE (CURB AND GUTTER) LF 20.0000 5,800.00 236.000 4,720.00 236.000 4,720 084 PRE/POST CONSTRUCTION SURVEYS EA 3,000.0000 6,000.00 1.000 3,000.00 1.000 3,000 085 REMOVE PAVEMENT MARKER EA 2.0000 8,380.00 2,500.000 5,000.00 2,500.000 5,000 086 REMOVE DELINEATOR EA 11.5000 5,520.00 0.000 0 087 DELINEATOR (CLASS 2) EA 62.0000 35,960.00 0.000 0 088 GUARD RAILING DELINEATOR EA 17.5000 5,950.00 0.000 0 089 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.0000 52,480.00 0.000 0 090 TREATMENT BEST MANAGEMENT PRACTICE EA 109.0000 3,052.00 0.000 0 MARKER 091 REMOVE ROADSIDE SIGN EA 55.0000 22,000.00 100.000 5,500.00 100.000 5,500 092 REMOVE ROADSIDE SIGN PANEL EA 70.0000 18,200.00 0.000 0 093 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 24.0000 17,760.00 0.000 0 094 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 51.0000 69,360.00 0.000 0 095 FURNISH LAMINATED PANEL SIGN (2 SQFT 52.0000 53,040.00 0.000 0 1/2"-TYPE H) 096 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.7500 33,370.00 0.000 0 (0.063"-UNFRAMED) 097 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.2500 34,342.50 0.000 0 (0.080"-UNFRAMED) 098 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 33.0000 18,810.00 0.000 0 (0.063"-FRAMED) 099 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 30.7500 45,202.50 0.000 0 (0.080"-FRAMED) 100 ROADSIDE SIGN - ONE POST EA 475.0000 147,250.00 0.000 0 101 ROADSIDE SIGN - TWO POST EA 850.0000 41,650.00 0.000 0 102 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,000.00 0.000 0 METHOD) 103 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 115.0000 28,750.00 0.000 0 POST PROGRAM CAS145 PAGE 5 DATE 06/16/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H5704 TIME 09:00 AM ESTIMATE NO. 003 BID OPENING 12/09/25 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: HADIPOUR, ROOZBEH DATE OF THIS ESTIMATE 06/16/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 1,775.0000 31,950.00 0.000 0 BOX POST) 105 FURNISH LAMINATED WOOD BOX POST (TYPE L) EA 3,400.0000 27,200.00 0.000 0 106 FURNISH LAMINATED WOOD BOX POST (TYPE M) EA 2,800.0000 78,400.00 0.000 0 107 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 31.7500 206,057.50 50.000 1,587.50 50.000 1,587 108 VEGETATION CONTROL (MINOR CONCRETE) SQYD 52.0000 2,116,400.00 3,922.600 203,975.20 3,922.600 203,975 109 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 110 DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL LF 47.0000 176,250.00 275.000 12,925.00 275.000 12,925 POST) 111 DOUBLE THRIE BEAM BARRIER (TYPE M) LF 48.7500 137,962.50 0.000 0 112 HIGH TENSION CABLE BARRIER LF 52.8500 1,902,600.00 8,821.850 466,234.77 8,821.850 466,234 113 TRANSITION RAILING (TYPE AGT) EA 4,300.0000 202,100.00 2.000 8,600.00 2.000 8,600 114 RAIL TENSIONING ASSEMBLY EA 950.0000 28,500.00 2.000 1,900.00 2.000 1,900 115 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,100.0000 38,500.00 0.000 0 116 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 3,200.0000 96,000.00 0.000 0 117 BURIED POST END ANCHOR (TYPE B-F) EA 3,000.0000 3,000.00 0.000 0 118 BURIED POST END ANCHOR (TYPE B-S) EA 3,250.0000 3,250.00 0.000 0 119 ALTERNATIVE CRASH CUSHION TL-3 EA 32,500.0000 130,000.00 0.000 0 120 ALTERNATIVE MEDIAN TERMINAL SYSTEM EA 12,000.0000 360,000.00 2.000 24,000.00 2.000 24,000 121 CONCRETE BARRIER TRANSITION LF 800.0000 568,000.00 250.000 200,000.00 250.000 200,000 (F) 122 REMOVE CABLE BARRIER LF 2.7000 102,600.00 6,000.000 16,200.00 20,000.000 54,000 123 REMOVE GUARDRAIL LF 3.2500 43,875.00 3,662.000 11,901.50 5,662.000 18,401 124 REMOVE CONCRETE BARRIER LF 570.0000 119,700.00 100.000 57,000.00 100.000 57,000 125 REMOVE CRASH CUSHION EA 1,550.0000 6,200.00 0.000 0 126 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 11.0000 57,530.00 0.000 0 WET NIGHT VISIBILITY) 127 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 800.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 128 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 1,712.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 129 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 47,040.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) PROGRAM CAS145 PAGE 6 DATE 06/16/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H5704 TIME 09:00 AM ESTIMATE NO. 003 BID OPENING 12/09/25 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: HADIPOUR, ROOZBEH DATE OF THIS ESTIMATE 06/16/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 166,000.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 131 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 848.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 132 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.5000 2,415.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 133 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 10.0000 20,700.00 0.000 0 MARKING (ENHANCED WET NIGHT VISIBILITY) 134 12" THERMOPLASTIC TRAFFIC STRIPE LF 2.2000 27,940.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 135 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 28,425.00 0.000 0 136 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 10.0000 15,100.00 0.000 0 137 6" RUMBLE STRIP (ASPHALT CONCRETE STA 45.0000 30,600.00 0.000 0 PAVEMENT) 138 12" RUMBLE STRIP (ASPHALT CONCRETE STA 65.0000 29,900.00 0.000 0 PAVEMENT) 139 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 10.0000 245,000.00 0.000 0 (WARRANTY) 140 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.0000 37,800.00 0.000 0 (WARRANTY) (BROKEN 36-12) 141 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 7,500.0000 7,500.00 0.090 675.00 0.190 1,425 SYSTEM ELEMENTS DURING CONSTRUCTION 142 TRAFFIC MONITORING STATION SYSTEM LS 1,001,750.0000 1,001,750.00 0.400 400,700.00 0.400 400,700 143 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 144 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 145 MODIFYING LIGHTING SYSTEMS LS 953,660.0000 953,660.00 0.250 238,415.00 0.400 381,464 146 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 147 PERMANENT EROSION CONTROL ESTABLISHMENT LS 24,000.0000 24,000.00 0.000 0 WORK 148 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 40.0000 90,800.00 0.000 0 149 ADJUST GUARDRAIL LF 4.2500 9,647.50 0.000 0 PROGRAM CAS145 PAGE 7 DATE 06/16/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H5704 TIME 09:00 AM ESTIMATE NO. 003 BID OPENING 12/09/25 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: HADIPOUR, ROOZBEH DATE OF THIS ESTIMATE 06/16/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,564,819.65 7,110,989.70 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,564,819.65 7,110,989.70 150 MOBILIZATION LS 4,590,000.0000 4,590,000.00 0.250 1,147,500.00 0.750 3,442,500 ORIGINAL CONTRACT AMOUNT 45,982,579.00 TOTAL WORK COMPLETED 5,712,319.65 10,553,489.70 MATERIALS ON HAND ON SITE 598,691.90 1,636,756.90 DEDUCTIONS 0.00 0.00 TOTAL 6,311,011.55 12,190,246.60 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 02/25/26 480 00/00/00 00/00/00 01/14/27 33 10 0 0 22% 7% PROGRESS IS SATISFACTORY HADIPOUR, ROOZBEH RESIDENT ENGINEER