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 05/22/26 EST. NO. 001 TIME 02:20 PM R.E. NAME: VALLEY, AARON 01-0N2904 --------------------------------------------------------------------------- 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 05/22/26 EST. NO. 001 TIME 02:20 PM R.E. NAME: VALLEY, AARON 01-0N2904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0N2904 TIME 02:20 PM ESTIMATE NO. 001 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 05/20/26 R.E. NAME: VALLEY, AARON DATE OF THIS ESTIMATE 05/22/26 LOCATION PROGRESS ESTIMATE 01-VAR ----------------- MCCULLOUGH CONSTRUCTION, INC. DEL NORTE COUNTY AT VARIOUS LOCATIONS 57 ALDERGROVE ROAD ARCATA CA 95521 FED. AID NO. ACST-X015(17)E REPLACE BRIDGE, EXCAVATION, AND RETAINING ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 1.000 2,500 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 35,000.0000 35,000.00 1.000 35,000.00 1.000 35,000 003 TIME-RELATED OVERHEAD (LS) LS 3,440,374.6700 3,440,374.67 0.020 68,807.49 0.020 68,807 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 66,000.00 0.000 0 005 HOURLY OFF-SITE HR 200.0000 8,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 18,000.0000 18,000.00 0.000 0 007 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.160 4,000.00 0.160 4,000 008 TRAFFIC CONTROL SYSTEM LS 1,880,930.5200 1,880,930.52 0.020 37,618.61 0.020 37,618 009 TRAFFIC CONTROL SUPERVISOR DAY 765.0000 374,850.00 8.000 6,120.00 8.000 6,120 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 38.0000 3,648.00 48.000 1,824.00 48.000 1,824 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 2.5000 17,950.00 3,142.000 7,855.00 3,142.000 7,855 012 CHANNELIZER (SURFACE MOUNTED) EA 65.0000 16,250.00 94.000 6,110.00 94.000 6,110 013 TRAFFIC DRUM EA 200.0000 1,400.00 9.000 1,800.00 9.000 1,800 014 PORTABLE FLASHING BEACONS (EA) EA 250.0000 9,750.00 17.000 4,250.00 17.000 4,250 015 PORTABLE RADAR SPEED FEEDBACK SIGN LS 204,606.4700 204,606.47 0.140 28,644.91 0.140 28,644 SYSTEMS (LS) 016 TEMPORARY BARRIER SYSTEM LF 40.2300 380,978.10 1,820.000 73,218.60 1,820.000 73,218 017 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 565,212.9400 565,212.94 0.140 79,129.81 0.140 79,129 018 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 4,000.0000 84,000.00 6.000 24,000.00 6.000 24,000 019 JOB SITE MANAGEMENT LS 2,019,097.0400 2,019,097.04 0.020 40,381.94 0.020 40,381 020 STORMWATER POLLUTION PREVENTION PLAN LS 5,000.0000 5,000.00 0.020 100.00 0.020 100 021 STORMWATER SAMPLING AND ANALYSIS DAY EA 300.0000 198,000.00 0.000 0 022 STORMWATER ANNUAL REPORT EA 3,000.0000 15,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 05/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0N2904 TIME 02:20 PM ESTIMATE NO. 001 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 05/20/26 R.E. NAME: VALLEY, AARON DATE OF THIS ESTIMATE 05/22/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY EROSION CONTROL BLANKET SQYD 1.5000 15,000.00 0.000 0 024 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 800.0000 28,000.00 2.000 1,600.00 2.000 1,600 CONTROL) 025 TEMPORARY MULCH SQYD 15.0000 15,000.00 0.000 0 026 TEMPORARY COVER SQYD 1.9500 11,115.00 0.000 0 027 TEMPORARY CHECK DAM LF 5.5000 16,500.00 40.000 220.00 40.000 220 028 TEMPORARY DRAINAGE INLET PROTECTION EA 175.0000 3,500.00 0.000 0 029 TEMPORARY FIBER ROLL LF 8.0000 12,000.00 166.000 1,328.00 166.000 1,328 030 TEMPORARY GRAVEL BAG BERM LF 5.5000 11,000.00 0.000 0 031 TEMPORARY REINFORCED SILT FENCE LF 7.5000 27,000.00 198.000 1,485.00 198.000 1,485 032 TEMPORARY SILT FENCE LF 4.5000 12,150.00 0.000 0 033 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 30,000.00 1.000 3,000.00 1.000 3,000 034 STREET SWEEPING LS 298,212.9400 298,212.94 0.020 5,964.26 0.020 5,964 035 TEMPORARY ACTIVE TREATMENT SYSTEM LS 153,800.0000 153,800.00 0.000 0 036 TEMPORARY CONCRETE WASHOUT LS 2,000.0000 2,000.00 0.020 40.00 0.020 40 037 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 250.0000 110,000.00 0.000 0 038 WATER QUALITY MONITORING REPORT EA 275.0000 13,200.00 0.000 0 039 WATER QUALITY ANNUAL REPORT EA 1,665.0000 8,325.00 0.000 0 040 TEMPORARY CREEK DIVERSION SYSTEMS LS 15,000.0000 15,000.00 0.000 0 041 ASBESTOS COMPLIANCE PLAN LS 6,800.0000 6,800.00 1.000 6,800.00 1.000 6,800 042 HEALTH AND SAFETY PLAN LS 4,000.0000 4,000.00 0.000 0 043 TREATED WOOD WASTE LB 0.4500 46,800.00 0.000 0 044 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 226,875.0000 226,875.00 0.020 4,537.50 0.020 4,537 045 NATURAL RESOURCE PROTECTION PLAN LS 4,995.0000 4,995.00 0.000 0 046 AQUATIC SPECIES PROTECTION AND LS 24,995.0000 24,995.00 0.000 0 RELOCATION 047 INVASIVE SPECIES CONTROL LS 5,000.0000 5,000.00 0.020 100.00 0.020 100 048 CONTRACTOR SUPPLIED ARBORIST LS 40,500.0000 40,500.00 0.000 0 049 HYDROACOUSTIC MONITORING LS 569,130.0000 569,130.00 0.050 28,456.50 0.050 28,456 PROGRAM CAS145 PAGE 3 DATE 05/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0N2904 TIME 02:20 PM ESTIMATE NO. 001 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 05/20/26 R.E. NAME: VALLEY, AARON DATE OF THIS ESTIMATE 05/22/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 BAT AND BIRD EXCLUSION DEVICES LS 23,680.0000 23,680.00 0.000 0 051 DUST CONTROL PLAN (NATURALLY OCCURRING LS 3,500.0000 3,500.00 1.000 3,500.00 1.000 3,500 ASBESTOS) 052 TEMPORARY HIGH-VISIBILITY FENCE LF 4.0000 7,200.00 100.000 400.00 100.000 400 053 TEMPORARY FLEXIBLE ROCKFALL FENCE 10 LF 202.0400 149,509.60 0.000 0 FT-TON 054 TEMPORARY FLEXIBLE ROCKFALL FENCE 70 LS 484,660.2400 484,660.24 0.000 0 FT-TON (LS) 055 CLEARING AND GRUBBING (LS) LS 1,264,054.1000 1,264,054.10 0.110 139,045.95 0.110 139,045 056 ROADWAY EXCAVATION CY 79.9300 450,805.20 0.000 0 057 ROADWAY EXCAVATION (NATURALLY OCCURRING CY 54.5100 43,608.00 0.000 0 ASBESTOS) 058 ROCK EXCAVATION CY 134.9300 5,464,665.00 0.000 0 059 DRILL HOLE (PRESPLITTING) LF 46.2700 1,036,448.00 0.000 0 060 SHOULDER BACKING TON 104.0700 20,814.00 0.000 0 061 STRUCTURE EXCAVATION (BRIDGE) CY 491.7800 383,588.40 0.000 0 (F) 062 STRUCTURE EXCAVATION (NATURALLY CY 258.4700 107,265.05 90.000 23,262.30 90.000 23,262 OCCURRING ASBESTOS) 063 STRUCTURE EXCAVATION (TYPE D) CY 286.3100 160,333.60 0.000 0 (F) 064 STRUCTURE EXCAVATION (RETAINING WALL) CY 357.7600 300,518.40 0.000 0 (F) 065 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 410.8800 110,937.60 0.000 0 (F) 066 STRUCTURE BACKFILL (BRIDGE) CY 194.3900 161,343.70 0.000 0 (F) 067 STRUCTURE BACKFILL (SLURRY CEMENT) CY 1,000.0000 3,000.00 0.000 0 (F) 068 STRUCTURE BACKFILL (RETAINING WALL) CY 324.6200 110,370.80 0.000 0 (F) 069 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 220.8500 49,470.40 0.000 0 (F) 070 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 585.0000 152,100.00 0.000 0 (F) 071 CONCRETE BACKFILL CY 560.2100 178,146.78 0.000 0 (F) 072 LEAN CONCRETE BACKFILL CY 585.0000 49,725.00 0.000 0 (F) 073 DITCH EXCAVATION CY 66.0400 66,700.40 0.000 0 074 SUBGRADE ENHANCEMENT GEOGRID SQYD 6.7600 6,084.00 0.000 0 075 TEMPORARY IRRIGATION SYSTEM LS 272,112.9400 272,112.94 0.000 0 076 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 800.0000 16,000.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 05/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0N2904 TIME 02:20 PM ESTIMATE NO. 001 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 05/20/26 R.E. NAME: VALLEY, AARON DATE OF THIS ESTIMATE 05/22/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.4100 46,740.00 0.000 0 078 FIBER REINFORCED MATRIX (SQFT) SQFT 0.3600 41,040.00 0.000 0 079 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.9500 29,055.00 0.000 0 080 FIBER ROLLS LF 6.8600 9,055.20 0.000 0 081 COMPOST (CY) CY 150.0000 34,500.00 0.000 0 082 INCORPORATE MATERIALS SQFT 1.0000 32,300.00 0.000 0 083 PERMANENT EROSION CONTROL ESTABLISHMENT LS 52,000.0000 52,000.00 0.000 0 WORK 084 CLASS 2 AGGREGATE BASE (CY) CY 133.0000 444,220.00 0.000 0 085 HOT MIX ASPHALT (TYPE A) TON 183.5300 1,982,124.00 0.000 0 086 GEOSYNTHETIC PAVEMENT INTERLAYER (PAVING SQYD 18.1800 57,085.20 0.000 0 FABRIC) 087 DATA CORE LS 15,000.0000 15,000.00 0.000 0 088 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 35.0000 2,275.00 0.000 0 089 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 30.0000 13,800.00 0.000 0 090 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 3,030.0000 7,272.00 0.000 0 AREA) 091 TACK COAT TON 1,030.2000 15,453.00 0.000 0 092 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 15.7700 24,601.20 0.000 0 093 REMOVE BASE AND SURFACING CY 54.7000 160,818.00 0.000 0 094 GROUND ANCHOR (SUBHORIZONTAL) EA 6,208.0000 229,696.00 0.000 0 095 RAIL ELEMENT WALL SQFT 145.0000 155,150.00 0.000 0 096 TEMPORARY SUPPORT LS 653,032.3500 653,032.35 0.000 0 097 STEEL SOLDIER PILE (W 16 X 67) LF 76.0000 21,356.00 0.000 0 098 STEEL SOLDIER PILE (W 14 X 99) LF 110.0000 95,700.00 0.000 0 099 STEEL SOLDIER PILE (2 - C 15 X 50) LF 170.7200 170,890.72 0.000 0 100 24" DRILLED HOLE LF 365.0000 104,025.00 0.000 0 101 30" DRILLED HOLE LF 415.0000 668,150.00 0.000 0 102 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 548.0000 748,020.00 50.000 27,400.00 50.000 27,400 103 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,955.0000 138,805.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 05/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0N2904 TIME 02:20 PM ESTIMATE NO. 001 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 05/20/26 R.E. NAME: VALLEY, AARON DATE OF THIS ESTIMATE 05/22/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 42" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 2,660.0000 454,860.00 0.000 0 105 48" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 3,475.0000 76,450.00 0.000 0 106 MICROPILE EA 20,211.0000 1,030,761.00 0.000 0 107 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,447.9000 542,962.50 0.000 0 (F) 108 STRUCTURAL CONCRETE, BRIDGE CY 4,324.4100 1,773,008.10 0.000 0 (F) 109 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 3,119.0800 2,651,218.00 0.000 0 (F) FIBER) 110 STRUCTURAL CONCRETE, RETAINING WALL CY 1,761.7600 459,819.36 0.000 0 (F) 111 STRUCTURAL CONCRETE, WALL FACING CY 600.0000 100,800.00 0.000 0 (F) 112 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,829.4000 250,627.80 0.000 0 (F) 113 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,966.9000 153,973.90 0.000 0 (F) 114 MINOR CONCRETE (MINOR STRUCTURE) CY 4,400.0000 4,840.00 0.000 0 (F) 115 CONCRETE SURFACE TEXTURE (RANDOM ROUGH SQFT 21.2000 155,417.20 0.000 0 STACKED ROCK) 116 JOINT SEAL (MR 1/2") LF 87.0000 1,827.00 0.000 0 117 JOINT SEAL (MR 1 1/2") LF 132.0000 2,772.00 0.000 0 118 JOINT SEAL (MR 2") LF 195.0000 7,995.00 0.000 0 119 JOINT SEAL (TYPE AL) LF 98.0000 294.00 0.000 0 120 BAR REINFORCING STEEL (WALL FACING) LB 2.2000 39,666.00 0.000 0 (F) 121 BAR REINFORCING STEEL (BRIDGE) LB 2.2500 796,882.50 0.000 0 (F) 122 BAR REINFORCING STEEL (RETAINING WALL) LB 2.5000 52,950.00 0.000 0 (F) 123 BAR REINFORCING STEEL (STRUCTURE) LB 2.0500 123,000.00 0.000 0 (F) 124 BAR REINFORCING STEEL (BRIDGE, EPOXY LB 2.6000 271,050.00 0.000 0 (F) COATED) 125 BAR REINFORCING STEEL (WALL FACING, LB 7.0000 1,400.00 0.000 0 (F) EPOXY COATED) 126 BAR REINFORCING STEEL (BRIDGE, LB 2.0000 1,400.00 0.000 0 (F) GALVANIZED) 127 TIMBER LAGGING MFBM 5,552.8000 161,031.20 0.000 0 (F) 128 CLEAN AND PAINT STEEL SOLDIER PILING LS 58,200.0000 58,200.00 0.000 0 129 BRIDGE REMOVAL LS 877,989.6000 877,989.60 0.000 0 130 CONCRETE BACKFILL (PIPE TRENCH) CY 305.0000 4,575.00 0.000 0 (F) PROGRAM CAS145 PAGE 6 DATE 05/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0N2904 TIME 02:20 PM ESTIMATE NO. 001 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 05/20/26 R.E. NAME: VALLEY, AARON DATE OF THIS ESTIMATE 05/22/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 18" REINFORCED CONCRETE PIPE LF 273.3400 17,767.10 0.000 0 132 24" REINFORCED CONCRETE PIPE LF 389.2200 66,167.40 16.000 6,227.52 16.000 6,227 133 24" CORRUGATED STEEL PIPE (.138" THICK) LF 403.8200 157,489.80 0.000 0 134 30" CORRUGATED STEEL PIPE (.138" THICK) LF 464.1300 51,054.30 0.000 0 135 18" CORRUGATED STEEL PIPE (.138" THICK) LF 478.1000 34,901.30 0.000 0 136 3" PLASTIC PIPE UNDERDRAIN LF 95.0000 1,045.00 0.000 0 137 CLASS 1 PERMEABLE MATERIAL (TYPE B) CY 145.6200 26,939.70 0.000 0 138 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 221.5700 39,882.60 0.000 0 (.138" THICK) 139 8" ENTRANCE TAPER EA 1,200.0000 2,400.00 0.000 0 140 24" DOWNDRAIN SLIP JOINT EA 3,500.0000 3,500.00 0.000 0 141 8" ANCHOR ASSEMBLY EA 2,200.0000 4,400.00 0.000 0 142 CABLE ANCHORAGE SYSTEM EA 6,505.0000 6,505.00 0.000 0 143 CONCRETE ANCHOR AND CABLE ASSEMBLY EA 12,039.0000 24,078.00 0.000 0 144 8" ALTERNATIVE PIPE DOWNDRAIN LF 89.0000 4,806.00 0.000 0 145 36" CORRUGATED STEEL PIPE INLET (.168" LF 2,146.7600 25,761.12 0.000 0 THICK) 146 48" CORRUGATED STEEL PIPE RISER (.109" LF 2,250.0000 15,750.00 0.000 0 THICK) 147 24" STEEL FLARED END SECTION EA 1,500.0000 1,500.00 0.000 0 148 30" STEEL FLARED END SECTION EA 1,800.0000 1,800.00 0.000 0 149 24" CONCRETE FLARED END SECTION EA 5,500.0000 5,500.00 0.000 0 150 36" PRECAST CONCRETE PIPE INLET LF 950.0000 3,135.00 0.000 0 151 ABANDON CULVERT (LF) LF 43.8200 9,202.20 0.000 0 152 ABANDON PIPELINE EA 1,970.0000 1,970.00 0.000 0 153 REMOVE ENTRANCE TAPER EA 1,200.0000 1,200.00 0.000 0 154 REMOVE OVERSIDE DRAIN EA 850.0000 1,700.00 0.000 0 155 REMOVE CULVERT (LF) LF 54.7900 24,655.50 0.000 0 156 REMOVE DOWNDRAIN (EA) EA 1,900.0000 3,800.00 0.000 0 157 REMOVE INLET EA 621.3300 6,834.63 0.000 0 PROGRAM CAS145 PAGE 7 DATE 05/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0N2904 TIME 02:20 PM ESTIMATE NO. 001 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 05/20/26 R.E. NAME: VALLEY, AARON DATE OF THIS ESTIMATE 05/22/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 REMOVE HEADWALL EA 872.0000 4,360.00 0.000 0 159 SAND BACKFILL CY 45.0000 1,260.00 0.000 0 160 GABION (WALL) CY 21,359.7300 42,719.46 0.000 0 161 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 348.5300 5,227.95 7.500 2,613.98 7.500 2,613 METHOD B) (CY) 162 CONCRETED-ROCK SLOPE PROTECTION (60 LB, CY 379.3600 1,517.44 0.000 0 CLASS II, METHOD B) (CY) 163 MINOR CONCRETE (GUTTER) (LF) LF 127.1700 36,752.13 0.000 0 164 MINOR CONCRETE (MISCELLANEOUS CY 899.0000 359.60 0.000 0 CONSTRUCTION) 165 MISCELLANEOUS IRON AND STEEL LB 4.2500 21,207.50 0.000 0 (F) 166 ISOLATION CASING (CORRUGATED STEEL PIPE) LB 3.0000 8,850.00 0.000 0 (F) 167 ROCK DOWEL EA 2,207.0000 308,980.00 0.000 0 168 PREPARE AND STAIN CONCRETE SQFT 7.6500 128,497.05 0.000 0 169 DOUBLE TWISTED WIRE MESH DRAPERY SYSTEM SQFT 9.8000 259,700.00 0.000 0 170 BAT HOUSE (PRECAST CONCRETE) EA 2,000.0000 8,000.00 0.000 0 171 ELEVATED CABLE NET DRAPERY SYSTEM SQFT 37.9000 682,200.00 0.000 0 172 ANCHORED CABLE NET SYSTEM SQFT 31.8500 191,100.00 0.000 0 173 ROCK BOLT EA 3,020.0000 75,500.00 0.000 0 174 GUARD RAILING DELINEATOR EA 16.0000 1,328.00 0.000 0 175 PAVEMENT MARKER (RETROREFLECTIVE) EA 22.0000 5,280.00 0.000 0 176 PAVEMENT MARKER EA 25.0000 15,000.00 0.000 0 (RETROREFLECTIVE-RECESSED) 177 MARKER (CULVERT) EA 82.0000 2,788.00 0.000 0 178 TREATMENT BEST MANAGEMENT PRACTICE EA 175.0000 1,050.00 0.000 0 MARKER 179 REMOVE MARKER EA 31.0000 186.00 0.000 0 180 REMOVE ROADSIDE SIGN EA 70.0000 1,050.00 0.000 0 181 RESET ROADSIDE SIGN (ONE POST) EA 150.0000 2,550.00 0.000 0 182 RELOCATE ROADSIDE SIGN EA 150.0000 450.00 0.000 0 183 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 1,804.00 0.000 0 (0.063"-UNFRAMED) 184 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 1,680.00 0.000 0 (0.080"-UNFRAMED) PROGRAM CAS145 PAGE 8 DATE 05/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0N2904 TIME 02:20 PM ESTIMATE NO. 001 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 05/20/26 R.E. NAME: VALLEY, AARON DATE OF THIS ESTIMATE 05/22/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 ROADSIDE SIGN - ONE POST EA 795.0000 12,720.00 0.000 0 186 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 50.0000 6,000.00 0.000 0 187 MIDWEST GUARDRAIL SYSTEM (SPECIAL) LF 412.5700 742,626.00 0.000 0 188 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 70.5000 147,345.00 0.000 0 189 VEGETATION CONTROL (MINOR CONCRETE) SQYD 89.5000 185,265.00 0.000 0 190 VEGETATION CONTROL MAT (RUBBER OR FIBER) SQYD 270.0000 17,550.00 0.000 0 191 TUBULAR BICYCLE RAILING LF 178.3100 216,468.34 0.000 0 (F) 192 CONCRETE BARRIER (TYPE 60MD MODIFIED) LF 227.0000 39,725.00 0.000 0 193 CABLE RAILING LF 65.0000 8,450.00 0.000 0 (F) 194 CABLE RAILING (MODIFIED) LF 75.0000 18,975.00 0.000 0 (F) 195 TRANSITION RAILING (TYPE AGT) EA 4,000.0000 32,000.00 0.000 0 196 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,600.0000 4,800.00 0.000 0 197 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 3,700.0000 25,900.00 0.000 0 198 BURIED POST END ANCHOR (TYPE B-F) EA 4,000.0000 8,000.00 0.000 0 199 REMOVE GUARDRAIL LF 5.0000 20,600.00 555.000 2,775.00 555.000 2,775 200 CONCRETE BARRIER (TYPE 85 MODIFIED) LF 619.0000 620,857.00 0.000 0 (F) 201 CONCRETE BARRIER (TYPE 85B MODIFIED) LF 1,356.0000 303,744.00 0.000 0 (F) 202 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 60.0000 2,880.00 0.000 0 WET NIGHT VISIBILITY) 203 6" THERMOPLASTIC TRAFFIC STRIPE LF 6.0000 492.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 204 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.7500 51,975.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 205 8" THERMOPLASTIC TRAFFIC STRIPE LF 6.0000 2,700.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 206 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 19,500.00 3,278.000 4,917.00 3,278.000 4,917 207 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 15.0000 4,800.00 0.000 0 208 12" RUMBLE STRIP (ASPHALT CONCRETE STA 125.0000 9,000.00 0.000 0 PAVEMENT) 209 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 22.0000 20,900.00 0.000 0 (WARRANTY) 210 TEMPORARY SIGNAL SYSTEMS LS 1,067,971.6100 1,067,971.61 0.210 224,274.04 0.210 224,274 PROGRAM CAS145 PAGE 9 DATE 05/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0N2904 TIME 02:20 PM ESTIMATE NO. 001 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 05/20/26 R.E. NAME: VALLEY, AARON DATE OF THIS ESTIMATE 05/22/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 211 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 212 ROADWAY EXCAVATION (HANDWORK) CY 239.4400 117,325.60 0.000 0 PROGRAM CAS145 PAGE 10 DATE 05/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0N2904 TIME 02:20 PM ESTIMATE NO. 001 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 05/20/26 R.E. NAME: VALLEY, AARON DATE OF THIS ESTIMATE 05/22/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 909,307.41 909,307.41 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 909,307.41 909,307.41 213 MOBILIZATION LS 3,539,403.7900 3,539,403.79 0.000 0 ORIGINAL CONTRACT AMOUNT 47,768,135.84 TOTAL WORK COMPLETED 909,307.41 909,307.41 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 909,307.41 909,307.41 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 02/17/26 735 04/13/26 04/13/26 09/17/27 8 20 0 0 2% 1% PROGRESS IS SATISFACTORY VALLEY, AARON RESIDENT ENGINEER