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 12/19/25 EST. NO. 032 TIME 11:19 AM R.E. NAME: RETHERFORD, ETHAN 01-0J4104 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 008 0003 3,092.86 E.W. @ F.A.(+) 111025 N 3 015 0002 7,200.00 E.W. @ U.P (+) 121125 N 2 018 0006 2,621.81 E.W. @ F.A.(+) 111225 N 6 022 0001 9,451.38 E.W. @ F.A.(+) 111225 N 1 0002 9,411.63 110725 N 2 0003 6,851.19 111025 N 3 024 0001 1,912.66 E.W. @ F.A.(+) 111025 N 1 0002 12,317.23 111125 N 2 0003 700.56 111225 N 3 53,559.32 TOTAL THIS ESTIMATE 240,739.84 TOTAL PREVIOUS ESTIMATE 294,299.16 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 12/19/25 EST. NO. 032 TIME 11:19 AM R.E. NAME: RETHERFORD, ETHAN 01-0J4104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FHWA 1391 WITHHOLD -10,000.00 016 RELEASE FHWA W/HOLD 10,000.00 017 0.00 0.00 LABOR COMPLIANCE VIOLATION PER 8/23 LTR DEDUCT -10,000.00 004 RELEASE 8/23 DEDUCT 10,000.00 005 DEDUCT LTTR 10/23 -3,000.00 006 RELEASE 10/23 DEDUCT 3,000.00 007 PER 1/24 LTR DEDUCT -2,000.00 009 DEDUCT LTTR 2/24 -4,000.00 010 PER 3/24 LTR DEDUCT -4,000.00 011 RELEASE 1/24 DEDUCT 2,000.00 011 RELEASE 2/24 DEDUCT 4,000.00 011 PER 4/24 LTR DEDUCT -1,000.00 012 PER 5/24 LTR DEDUCT -2,000.00 013 RELEASE 4/24 DEDUCT 1,000.00 013 RELEASE 3/24 DEDUCT 4,000.00 014 RELEASE 5/24 DEDUT 2,000.00 014 PER 7/24 LTR DEDUCT -2,000.00 015 PER 8/24 LTR DEDUCT -3,000.00 016 RELEASE 7/24 DEDUCT 2,000.00 016 RELEASE 8/24 DEDUCT 3,000.00 017 PER 10/24 LTR DEDUCT -10,000.00 018 PER 12/24 LTR DEDUCT -5,000.00 020 RELEASE 10/24 DEDUCT 10,000.00 023 RELEASE 12/24 DEDUCT 5,000.00 024 PER 7/25 LTR DEDUCT -1,000.00 027 RELEASE 7/25 DEDUCT 1,000.00 028 PER 11/25 LTR DEDUCT -1,000.00 031 RELEASE 11/25 DEDUCT 1,000.00 032 1,000.00 0.00 TOTAL DEDUCTIONS 1,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 12/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0J4104 TIME 11:19 AM ESTIMATE NO. 032 BID OPENING 11/03/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/25 R.E. NAME: RETHERFORD, ETHAN DATE OF THIS ESTIMATE 12/19/25 LOCATION RERUN PROGRESS ESTIMATE 01-HUM-299-30.7/33.4 ----------------------- MCCULLOUGH CONSTRUCTION INC HUMBOLDT COUNTY NEAR WILLOW CREEK FROM 0.1 57 ALDERGROVE ROAD MILE EAST OF CEDAR CREEK ROAD TO 0.1 MILE ARCATA CA 95521 EAST OF EAST FORK WILLOW CREEK BRIDGE FED. AID NO. HSNH-P299(214)E CONSTRUCT SOLDIER PILE GROUND ANCHOR WALLS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,400.0000 1,400.00 1.000 1,400 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 10,000.0000 10,000.00 0.750 7,500 003 TIME-RELATED OVERHEAD (LS) LS 983,098.0000 983,098.00 0.040 39,323.92 0.950 933,943 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 48,000.00 10.000 60,000 005 HOURLY OFF-SITE HR 200.0000 4,000.00 31.000 6,200 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 8,000.0000 8,000.00 0.090 720.00 1.000 8,000 007 CONSTRUCTION AREA SIGNS LS 18,000.0000 18,000.00 0.600 10,800 008 TRAFFIC CONTROL SYSTEM LS 882,115.0000 882,115.00 0.040 35,284.60 0.950 838,009 009 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 15.0000 1,080.00 84.000 1,260 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 8.0000 2,400.00 305.000 2,440 011 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 2,430.00 88.000 3,960 012 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 013 PORTABLE RADAR SPEED FEEDBACK SIGN LS 57,600.0000 57,600.00 0.040 2,304.00 0.950 54,720 SYSTEMS (LS) 014 TEMPORARY BARRIER SYSTEM LF 30.0000 112,200.00 3,980.000 119,400 015 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 60,800.0000 60,800.00 0.040 2,432.00 0.950 57,760 016 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,000.0000 18,000.00 6.000 18,000 017 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 95.0000 17,480.00 0.000 0 018 JOB SITE MANAGEMENT LS 190,443.0000 190,443.00 0.040 7,617.72 0.950 180,920 019 PREPARE STORM WATER POLLUTION PREVENTION LS 1,850.0000 1,850.00 0.500 925 PLAN 020 RAIN EVENT ACTION PLAN EA 500.0000 29,500.00 35.000 17,500 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 300.0000 32,100.00 43.000 12,900 022 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 PROGRAM CAS145 PAGE 2 DATE 12/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0J4104 TIME 11:19 AM ESTIMATE NO. 032 BID OPENING 11/03/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/25 R.E. NAME: RETHERFORD, ETHAN DATE OF THIS ESTIMATE 12/19/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,000.0000 12,000.00 0.000 0 CONTROL) 024 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 1.3600 11,056.80 0.000 0 MATRIX) 025 TEMPORARY COVER SQYD 12.0000 97,560.00 3,717.000 44,604 026 TEMPORARY CHECK DAM LF 13.5000 7,020.00 0.000 0 027 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 15,600.00 12.000 4,800 028 TEMPORARY FIBER ROLL LF 5.0000 42,500.00 1,600.000 8,000 029 TEMPORARY GRAVEL BAG BERM LF 14.0000 5,600.00 354.000 4,956 030 TEMPORARY REINFORCED SILT FENCE LF 6.2500 33,437.50 1,452.000 9,075 031 TEMPORARY SILT FENCE LF 6.0000 36,000.00 1,934.000 11,604 032 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 28,000.00 0.000 0 033 STREET SWEEPING LS 10,000.0000 10,000.00 0.750 7,500 034 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.700 3,500 035 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 300.0000 27,000.00 0.000 0 036 WATER QUALITY MONITORING REPORT EA 500.0000 11,000.00 0.000 0 037 WATER QUALITY ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 038 ASBESTOS COMPLIANCE PLAN LS 1,700.0000 1,700.00 1.000 1,700 039 TREATED WOOD WASTE LB 0.2500 17,875.00 0.000 0 040 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 7,164.0000 7,164.00 0.040 286.56 0.950 6,805 041 INVASIVE SPECIES CONTROL LS 2,500.0000 2,500.00 0.000 0 042 DUST CONTROL PLAN (NATURALLY OCCURRING LS 1,700.0000 1,700.00 1.000 1,700 ASBESTOS) 043 TEMPORARY HIGH-VISIBILITY FENCE LF 6.5000 44,785.00 660.000 4,290 044 CLEARING AND GRUBBING (LS) LS 215,483.0000 215,483.00 0.400 86,193.20 1.000 215,483 045 ROADWAY EXCAVATION CY 44.4100 635,063.00 679.210 30,163.72 14,300.000 635,063 046 ROADWAY EXCAVATION (NATURALLY OCCURRING CY 44.2900 15,944.40 100.000 4,429 ASBESTOS) 047 ROADWAY EXCAVATION (TOPSOIL) CY 88.7700 4,172.19 0.000 0 048 ROCK EXCAVATION CY 201.0100 50,252.50 0.000 0 049 ROCK EXCAVATION (NATURALLY OCCURRING CY 184.4500 9,775.85 0.000 0 ASBESTOS) PROGRAM CAS145 PAGE 3 DATE 12/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0J4104 TIME 11:19 AM ESTIMATE NO. 032 BID OPENING 11/03/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/25 R.E. NAME: RETHERFORD, ETHAN DATE OF THIS ESTIMATE 12/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE EXCAVATION (NATURALLY CY 169.1900 15,396.29 75.600 12,790 OCCURRING ASBESTOS) 051 STRUCTURE EXCAVATION (SOLDIER PILE WALL, CY 188.7200 11,511.92 61.000 11,511 NATURALLY OCCURRING ASBESTOS) 052 STRUCTURE EXCAVATION (CULVERT) CY 260.5000 4,689.00 0.000 0 (NATURALLY OCCURRING ASBESTOS) 053 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 45.7300 55,196.11 1,207.000 55,196 (F) 054 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 78.7000 79,880.50 1,015.000 79,880 (F) 055 SODIUM BENTONITE CLAY CY 220.0000 3,520.00 0.000 0 056 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 400.0000 360,000.00 900.000 360,000 (F) 057 LEAN CONCRETE BACKFILL CY 400.0000 123,200.00 308.000 123,200 (F) 058 DITCH EXCAVATION CY 74.2600 12,624.20 105.600 7,841 059 SOIL AMENDMENT CY 500.0000 100.00 0.130 65.00 0.130 65 060 ORGANIC FERTILIZER LB 100.0000 140.00 1.320 132.00 1.320 132 061 PLANT (GROUP B) EA 250.0000 5,250.00 21.000 5,250.00 21.000 5,250 062 PLANT ESTABLISHMENT WORK LS 23,000.0000 23,000.00 0.000 0 063 WOOD MULCH CY 600.0000 420.00 0.630 378.00 0.630 378 064 FOLIAGE PROTECTOR EA 99.0000 2,079.00 21.000 2,079.00 21.000 2,079 065 TEMPORARY IRRIGATION SYSTEM LS 4,000.0000 4,000.00 0.000 0 066 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 900.0000 2,700.00 0.000 0 067 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.2400 31,200.00 93,785.000 22,508.40 93,785.000 22,508 068 FIBER REINFORCED MATRIX SQFT 0.2000 26,000.00 93,785.000 18,757.00 93,785.000 18,757 069 FIBER ROLLS LF 8.5000 22,100.00 2,499.000 21,241.50 2,499.000 21,241 070 COMPOST (CY) CY 144.0000 3,888.00 26.230 3,777.12 26.230 3,777 071 INCORPORATE MATERIALS SQFT 0.5700 1,926.60 3,375.000 1,923.75 3,375.000 1,923 072 HOT MIX ASPHALT (TYPE A) TON 165.0000 2,326,500.00 13,358.640 2,204,175 073 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 248.0000 1,066,400.00 5,379.180 1,334,036 074 ASPHALT BINDER (GEOSYNTHETIC PAVEMENT TON 1.0000 10.00 0.000 0 INTERLAYER) 075 GEOSYNTHETIC PAVEMENT INTERLAYER (PAVING SQYD 5.1000 41,973.00 6,681.800 34,077 FABRIC) 076 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.2500 357.50 302.000 981 PROGRAM CAS145 PAGE 4 DATE 12/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0J4104 TIME 11:19 AM ESTIMATE NO. 032 BID OPENING 11/03/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/25 R.E. NAME: RETHERFORD, ETHAN DATE OF THIS ESTIMATE 12/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.2500 2,697.50 1,080.000 3,510 078 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.2500 5,492.50 2,538.000 8,248 079 TACK COAT TON 2,250.0000 112,500.00 93.000 209,250 080 REMOVE ASPHALT CONCRETE DIKE LF 3.0000 360.00 96.900 290 081 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.2000 129,600.00 6,303.000 20,169.60 40,485.900 129,554 082 GROUND ANCHOR (SUBHORIZONTAL) EA 6,657.0000 1,171,632.00 176.000 1,171,632 083 STEEL SOLDIER PILE (HP 14 X 89) LF 107.3100 864,811.29 8,059.000 864,811 084 30" DRILLED HOLE LF 245.0000 1,659,875.00 6,775.000 1,659,875 085 STRUCTURAL CONCRETE, WALER CY 2,001.1500 588,338.10 294.000 588,338 (F) 086 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,072.3400 1,358,654.78 1,267.000 1,358,654 (F) 087 STRUCTURAL CONCRETE, LAGGING CY 4,200.0000 4,200.00 1.000 4,200 (F) 088 STRUCTURAL CONCRETE, HEADWALL CY 3,550.0000 24,850.00 7.000 24,850 (F) 089 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,750.0000 161,250.00 30.800 115,500 (F) 090 MINOR CONCRETE (MINOR STRUCTURE) CY 2,955.0000 6,501.00 1.500 4,432 (F) 091 PRECAST CONCRETE LAGGING SQFT 54.1300 1,157,028.75 21,220.330 1,148,656 (F) 092 BAR REINFORCING STEEL LB 2.0000 400.00 98.000 196 (F) 093 BAR REINFORCING STEEL (WALER, EPOXY LB 3.1700 285,946.68 90,204.000 285,946 (F) COATED) 094 BAR REINFORCING STEEL (LAGGING, EPOXY LB 4.0000 896.00 224.000 896 (F) COATED) 095 CLEAN AND PAINT STEEL SOLDIER PILING LS 304,456.0000 304,456.00 0.070 21,311.92 1.000 304,456 096 24" REINFORCED CONCRETE PIPE LF 736.7900 302,083.90 267.200 196,870 097 24" CORRUGATED STEEL PIPE (.109" THICK) LF 416.1400 17,477.88 15.700 6,533 098 FURNISH AND INSTALL DRAIN PIPE LF 25.0000 44,375.00 1,775.000 44,375 (HORIZONTAL DRAIN) 099 DRILL HOLE (HORIZONTAL DRAIN) LF 46.0000 81,650.00 1,775.000 81,650 100 PERMEABLE MATERIAL (BLANKET) CY 290.0000 1,392.00 0.000 0 (F) 101 24" CORRUGATED STEEL PIPE ENERGY TEE EA 800.0000 800.00 0.000 0 DISSIPATOR (.109" THICK) 102 24" CONCRETE FLARED END SECTION EA 1,390.0000 1,390.00 0.000 0 103 INLET DEPRESSION EA 730.2900 10,224.06 0.000 0 PROGRAM CAS145 PAGE 5 DATE 12/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0J4104 TIME 11:19 AM ESTIMATE NO. 032 BID OPENING 11/03/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/25 R.E. NAME: RETHERFORD, ETHAN DATE OF THIS ESTIMATE 12/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 REMOVE CULVERT (LF) LF 10.0000 3,000.00 291.800 2,918 105 REMOVE DOWNDRAIN (EA) EA 750.0000 4,500.00 5.000 3,750 106 REMOVE INLET EA 857.0000 7,713.00 9.000 7,713 107 REMOVE HEADWALL EA 1,348.0000 2,696.00 2.000 2,696 108 REMOVE FLARED END SECTION (EA) EA 200.0000 200.00 0.000 0 109 CONCRETE (DITCH LINING) CY 833.2600 74,993.40 0.000 0 110 GRAVEL FILTER CY 42.0000 92.40 0.000 0 111 ROCK SLOPE PROTECTION (1/4 T, CLASS V, CY 650.0000 52,000.00 80.000 52,000 METHOD B) (CY) 112 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 268.0000 643.20 2.400 643 METHOD B) (CY) 113 ROCK SLOPE PROTECTION (1/2 T, CLASS VII, CY 650.0000 5,200.00 0.000 0 METHOD B) (CY) 114 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 8.0000 2,960.00 378.100 3,024 115 MISCELLANEOUS IRON AND STEEL LB 5.0000 36,575.00 6,393.000 31,965 (F) 116 PREPARE AND STAIN CONCRETE SQFT 3.8500 18,249.00 4,740.000 18,249 117 OBLITERATE SURFACING SQYD 26.0000 85,020.00 3,920.000 101,920 118 REMOVE PAVEMENT MARKER EA 4.0000 272.00 124.000 496 119 REMOVE DELINEATOR EA 4.0000 440.00 0.000 0 120 DELINEATOR (CLASS 1) EA 44.7500 11,187.50 76.000 3,401.00 76.000 3,401 121 PAVEMENT MARKER EA 15.0000 9,750.00 0.000 0 (RETROREFLECTIVE-RECESSED) 122 MILEPOST MARKER EA 69.0000 690.00 9.000 621.00 9.000 621 123 MARKER (CULVERT) EA 50.0000 1,350.00 27.000 1,350.00 27.000 1,350 124 TREATMENT BEST MANAGEMENT PRACTICE EA 175.0000 875.00 5.000 875.00 5.000 875 MARKER 125 OBJECT MARKER (TYPE P) EA 135.0000 540.00 4.000 540 126 REMOVE ROADSIDE SIGN (WOOD POST) EA 55.0000 1,705.00 31.000 1,705.00 31.000 1,705 127 REMOVE ROADSIDE SIGN PANEL EA 90.0000 5,580.00 62.000 5,580.00 62.000 5,580 128 RESET ROADSIDE SIGN (WOOD POST) EA 150.0000 2,700.00 18.000 2,700.00 18.000 2,700 129 RELOCATE ROADSIDE SIGN-ONE POST EA 314.0000 628.00 2.000 628.00 2.000 628 130 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 2,600.00 123.300 2,466.00 123.300 2,466 (0.063"-UNFRAMED) PROGRAM CAS145 PAGE 6 DATE 12/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0J4104 TIME 11:19 AM ESTIMATE NO. 032 BID OPENING 11/03/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/25 R.E. NAME: RETHERFORD, ETHAN DATE OF THIS ESTIMATE 12/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 110.0000 1,540.00 14.000 1,540.00 14.000 1,540 POST 132 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 43.0000 247,680.00 5,918.000 254,474 133 RAIL ELEMENT WALL (LF) LF 50.0000 45,000.00 925.000 46,250 134 VEGETATION CONTROL (MINOR CONCRETE) SQYD 46.5000 177,165.00 3,542.860 164,742 135 TUBULAR BICYCLE RAILING (MODIFIED) LF 168.2200 271,338.86 1,613.000 271,338 (F) 136 CABLE RAILING LF 48.0000 1,056.00 5.330 255 (F) 137 TRANSITION RAILING (TYPE WB-31) EA 4,000.0000 56,000.00 12.000 48,000 138 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,500.0000 4,500.00 4.000 6,000 139 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,750.0000 93,750.00 23.000 86,250 140 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 248.9300 408,743.06 1,642.000 408,743 (F) 141 REMOVE GUARDRAIL LF 2.7500 11,577.50 4,083.900 11,230 142 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 12.0000 1,560.00 0.000 0 WET NIGHT VISIBILITY) 143 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 3.1000 3,813.00 240.000 744 144 6" RUMBLE STRIP (SINUSOIDAL) STA 44.0000 2,772.00 0.000 0 145 CENTERLINE RUMBLE STRIP (SINUSOIDAL) STA 44.0000 6,600.00 0.000 0 146 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.3000 179,586.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 147 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.3000 660.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED, BROKEN 12-3) 148 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.3000 8,943.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED, BROKEN 36-12) 149 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 150 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 151 DRAINAGE INLET MARKER EA 50.0000 800.00 0.000 0 152 TEMPORARY SIGNAL SYSTEMS LS 114,400.0000 114,400.00 1.000 114,400 153 ELECTRIC SYSTEM LS 162,931.8000 162,931.80 0.360 58,655.45 1.000 162,931 PROGRAM CAS145 PAGE 7 DATE 12/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0J4104 TIME 11:19 AM ESTIMATE NO. 032 BID OPENING 11/03/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/25 R.E. NAME: RETHERFORD, ETHAN DATE OF THIS ESTIMATE 12/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 401,440.46 17,635,821.70 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 53,559.32 294,299.16 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 454,999.78 17,930,120.86 154 MOBILIZATION LS 1,088,740.0000 1,088,740.00 1.000 1,088,740 ORIGINAL CONTRACT AMOUNT 19,584,945.52 TOTAL WORK COMPLETED 454,999.78 19,018,860.86 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 1,000.00 0.00 TOTAL 455,999.78 19,018,860.86 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 12/27/22 365 01/09/23 01/09/23 01/07/26 374 359 65 0 93% 87% PROGRESS IS SATISFACTORY *** SUSPENDED ON 12/15/25. RETHERFORD, ETHAN RESIDENT ENGINEER