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 09/16/25 EST. NO. 002 TIME 11:18 AM R.E. NAME: ISADA, DARREN 04-0A53T4 --------------------------------------------------------------------------- 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 09/16/25 EST. NO. 002 TIME 11:18 AM R.E. NAME: ISADA, DARREN 04-0A53T4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 09/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A53T4 TIME 11:18 AM ESTIMATE NO. 002 BID OPENING 04/28/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: ISADA, DARREN DATE OF THIS ESTIMATE 09/16/25 LOCATION PROGRESS ESTIMATE 04-SOL-12-L1.8/L3.2 ----------------- 04-SOL-80-13.4/17.2 KIEWIT INFRASTRUCTURE WEST CO. SOLANO COUNTY IN AND NEAR FAIRFIELD ON 4650 BUSINESS CENTER DRIVE ROUTE 12 FROM THE 80/12 EAST JUNCTION TO FAIRFIELD CA 94534 0.9 MILE EAST OF CHADBOURNE ROAD UNDERCROSSING AND ON ROUTE 80 FROM 0.5 FED. AID NO. N O N E I-80 WB TRUCK SCALES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 15,225.8400 15,225.84 0.500 7,612 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 11,265.8800 11,265.88 0.000 0 003 TIME-RELATED OVERHEAD (LS) LS 25,051,582.1500 25,051,582.15 0.030 751,547.46 0.041 1,027,114 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 60,000.00 1.000 6,000.00 1.000 6,000 005 HOURLY OFF-SITE HR 200.0000 16,000.00 8.500 1,700.00 8.500 1,700 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 122,689.8200 122,689.82 0.002 245.38 0.502 61,590 007 CONSTRUCTION AREA SIGNS LS 32,183.2700 32,183.27 0.900 28,964 008 TRAFFIC CONTROL SYSTEM LS 1,621,613.5500 1,621,613.55 0.046 74,594.22 0.146 236,755 009 FLASHING ARROW SIGN EA 19,004.5300 38,009.06 2.000 38,009.06 2.000 38,009 010 TYPE III BARRICADE EA 333.8400 1,001.52 0.000 0 011 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 299.3800 19,759.08 0.000 0 012 TEMPORARY TRAFFIC STRIPE (PAINT) LF 2.3800 84,490.00 0.000 0 013 CHANNELIZER (SURFACE MOUNTED) EA 165.7300 62,977.40 197.000 32,648.81 197.000 32,648 014 TEMPORARY PAVEMENT MARKER EA 3.9800 2,626.80 0.000 0 015 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 19,710.5200 137,973.64 0.000 0 016 TEMPORARY RAILING (TYPE K) LF 50.9900 388,543.80 680.000 34,673.20 680.000 34,673 017 TEMPORARY CRASH CUSHION TL-3 EA 7,729.4300 30,917.72 1.000 7,729.43 1.000 7,729 018 JOB SITE MANAGEMENT LS 969,061.1900 969,061.19 0.034 32,948.08 0.045 43,607 019 STORMWATER POLLUTION PREVENTION PLAN LS 31,262.8200 31,262.82 0.011 343 020 STORMWATER SAMPLING AND ANALYSIS DAY EA 506.9600 15,208.80 0.000 0 021 STORMWATER ANNUAL REPORT EA 3,000.0000 9,000.00 0.000 0 022 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 914.7900 7,318.32 1.000 914 CONTROL) PROGRAM CAS145 PAGE 2 DATE 09/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A53T4 TIME 11:18 AM ESTIMATE NO. 002 BID OPENING 04/28/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: ISADA, DARREN DATE OF THIS ESTIMATE 09/16/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 0.9100 140,140.00 0.000 0 MATRIX) 024 TEMPORARY HYDROSEED SQYD 0.7200 44,712.00 0.000 0 025 TEMPORARY DRAINAGE INLET PROTECTION EA 839.1400 49,509.26 1.000 839.14 1.000 839 026 TEMPORARY FIBER ROLL LF 5.3100 237,357.00 0.000 0 027 TEMPORARY REINFORCED SILT FENCE LF 10.0400 98,392.00 4,702.000 47,208.08 10,325.000 103,663 028 TEMPORARY CONSTRUCTION ENTRANCE EA 35,778.8900 143,115.56 1.000 35,778.89 2.000 71,557 029 STREET SWEEPING LS 869,275.3400 869,275.34 0.034 29,555.36 0.045 39,117 030 TEMPORARY CONCRETE WASHOUT LS 216,361.3500 216,361.35 0.034 7,356.29 0.045 9,736 031 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 3.9800 9,472.40 0.000 0 STRIPE (HAZARDOUS WASTE) 032 TREATED WOOD WASTE LB 0.3400 17,408.00 0.000 0 033 TEMPORARY HIGH-VISIBILITY FENCE LF 15.5600 105,496.80 0.000 0 034 CLEARING AND GRUBBING (LS) LS 1,514,845.5700 1,514,845.57 0.250 378,711.39 0.500 757,422 035 ROADWAY EXCAVATION CY 75.0800 2,567,736.00 6,571.000 493,350.68 6,571.000 493,350 036 STRUCTURE EXCAVATION (BRIDGE) CY 127.5600 66,203.64 0.000 0 (F) 037 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 662.8900 161,745.16 0.000 0 (F) 038 STRUCTURE BACKFILL (BRIDGE) CY 553.8100 225,400.67 0.000 0 (F) 039 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 185.0400 13,878.00 0.000 0 (F) 040 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 542.6900 123,733.32 0.000 0 (F) 041 LEAN CONCRETE BACKFILL CY 619.0800 45,811.92 0.000 0 (F) 042 IMPORTED BORROW (CY) CY 51.4500 3,797,010.00 35,683.000 1,835,890.35 35,683.000 1,835,890 043 LIGHTWEIGHT CELLULAR CONCRETE FILL CY 211.6100 211,610.00 0.000 0 044 DECORATIVE BOULDERS EA 448.3100 14,345.92 0.000 0 045 SOIL TESTING EA 233.2600 2,332.60 0.000 0 046 PLANT (GROUP K) EA 568.9300 233,261.30 0.000 0 047 PLANT (GROUP A) EA 6.8300 15,094.30 0.000 0 048 PLANT ESTABLISHMENT WORK LS 34,135.6200 34,135.62 0.000 0 049 DECOMPOSED GRANITE SQFT 5.6900 265,723.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 09/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A53T4 TIME 11:18 AM ESTIMATE NO. 002 BID OPENING 04/28/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: ISADA, DARREN DATE OF THIS ESTIMATE 09/16/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CHECK AND TEST EXISTING IRRIGATION LS 9,405.5000 9,405.50 0.000 0 FACILITIES 051 CONTROL AND NEUTRAL CONDUCTORS LS 28,446.3500 28,446.35 0.000 0 052 1" REMOTE CONTROL VALVE EA 568.9300 17,636.83 0.000 0 053 REMOTE CONTROL VALVE WITH FLOW SENSOR EA 1,593.0000 4,779.00 0.000 0 054 2" WYE STRAINER ASSEMBLY EA 455.1400 8,192.52 0.000 0 055 24-32 STATION IRRIGATION CONTROLLER EA 13,654.2500 13,654.25 0.000 0 (PEDESTAL MOUNTED) 056 12 STATION IRRIGATION CONTROLLER EA 5,689.2700 17,067.81 0.000 0 (PEDESTAL MOUNTED) 057 1/2" DRIP IRRIGATION TUBING LF 3.4100 9,207.00 0.000 0 (F) 058 2" BACKFLOW PREVENTER ASSEMBLY EA 7,964.9800 31,859.92 0.000 0 059 RISER SPRINKLER ASSEMBLY EA 29.5800 76,908.00 0.000 0 060 DRIP VALVE ASSEMBLY EA 682.7100 1,365.42 0.000 0 061 2" GATE VALVE EA 512.0300 10,240.60 0.000 0 062 3" GATE VALVE EA 739.6100 739.61 0.000 0 063 1/2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 9.1000 331,331.00 0.000 0 (F) LINE) 064 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 11.3800 95,876.50 0.000 0 (F) LINE) 065 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 12.5200 70,675.40 0.000 0 (F) LINE) 066 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 13.6500 70,161.00 0.000 0 (F) (SUPPLY LINE) 067 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 14.7900 3,401.70 0.000 0 (F) (SUPPLY LINE) 068 2" PLASTIC PIPE (CLASS 315) (SUPPLY LF 15.9300 47,710.35 0.000 0 (F) LINE) 069 2 1/2" PLASTIC PIPE (CLASS 315) (SUPPLY LF 18.2100 25,858.20 0.000 0 (F) LINE) 070 3" PLASTIC PIPE (CLASS 315) (SUPPLY LF 19.3400 147,564.20 0.000 0 (F) LINE) 071 PRESSURE REGULATING VALVE EA 1,308.5300 9,159.71 0.000 0 072 QUICK COUPLING VALVE EA 352.7300 6,701.87 0.000 0 073 PVC PIPE CONDUIT (SLEEVE) LF 74.1900 13,354.20 0.000 0 (F) 074 8" CORRUGATED HIGH DENSITY POLYETHYLENE LF 257.7600 144,345.60 0.000 0 PIPE CONDUIT 075 IMPORTED TOPSOIL (CY) CY 80.7900 243,985.80 0.000 0 076 IMPORTED BIOFILTRATION SOIL CY 214.0700 447,406.30 0.000 0 PROGRAM CAS145 PAGE 4 DATE 09/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A53T4 TIME 11:18 AM ESTIMATE NO. 002 BID OPENING 04/28/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: ISADA, DARREN DATE OF THIS ESTIMATE 09/16/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.7500 27,975.00 0.000 0 078 HYDROMULCH SQFT 0.0500 79,000.00 0.000 0 079 FIBER ROLLS LF 3.7400 185,878.00 0.000 0 080 HYDROSEED SQFT 0.1300 205,400.00 0.000 0 081 COMPOST (CY) CY 62.7800 324,572.60 0.000 0 082 INCORPORATE MATERIALS SQFT 0.1500 237,000.00 0.000 0 083 CLASS 2 AGGREGATE SUBBASE CY 134.4400 1,438,508.00 0.000 0 084 CLASS 2 AGGREGATE BASE (CY) CY 141.8300 463,784.10 356.000 50,491.48 356.000 50,491 085 HOT MIX ASPHALT (TYPE A) TON 152.6500 2,717,170.00 874.800 133,538.22 874.800 133,538 086 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 422.3300 160,485.40 0.000 0 087 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 239.6600 728,566.40 0.000 0 (OPEN GRADED FRICTION COURSE) 088 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 9.5300 714.75 0.000 0 089 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 9.5300 1,906.00 0.000 0 090 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 9.5300 11,531.30 0.000 0 091 TACK COAT TON 1,699.1800 44,178.68 0.000 0 092 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.2900 193,479.00 0.000 0 093 CONTINUOUSLY REINFORCED CONCRETE CY 602.7800 6,389,468.00 0.000 0 PAVEMENT 094 JOINTED PLAIN CONCRETE PAVEMENT CY 533.5900 5,095,784.50 0.000 0 095 JOINTED PLAIN CONCRETE PAVEMENT (RSC) CY 1,222.3400 1,063,435.80 0.000 0 096 STEEL SOLDIER PILE (HP 18 X 181) LF 302.1300 371,619.90 0.000 0 097 36" DRILLED HOLE LF 291.3300 352,509.30 0.000 0 098 FURNISH PILING (CLASS 200, ALTERNATIVE LF 82.9100 289,355.90 0.000 0 W) 099 DRIVE PILE (CLASS 200, ALTERNATIVE W) EA 5,381.5300 258,313.44 0.000 0 100 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,000.6500 172,111.80 0.000 0 (F) 101 STRUCTURAL CONCRETE, BRIDGE CY 2,624.0700 726,867.39 0.000 0 (F) 102 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 3,040.6800 319,271.40 0.000 0 (F) FIBER) 103 STRUCTURAL CONCRETE, RETAINING WALL CY 2,879.0500 204,412.55 0.000 0 (F) PROGRAM CAS145 PAGE 5 DATE 09/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A53T4 TIME 11:18 AM ESTIMATE NO. 002 BID OPENING 04/28/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: ISADA, DARREN DATE OF THIS ESTIMATE 09/16/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 STRUCTURAL CONCRETE, WALL FACING CY 2,724.0300 296,919.27 0.000 0 (F) 105 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 2,047.0700 182,189.23 0.000 0 (F) N) 106 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,218.4600 357,249.06 0.000 0 (F) 107 MINOR CONCRETE (MINOR STRUCTURE) CY 5,270.7900 137,040.54 0.000 0 (F) 108 MINOR CONCRETE (BACKFILL) CY 352.4000 24,315.60 0.000 0 (F) 109 FURNISH PRECAST PRESTRESSED CONCRETE EA 90,346.5800 271,039.74 0.000 0 WIDE FLANGE GIRDER (140'-150') 110 FURNISH PRECAST DECK PANEL EA 2,452.9600 88,306.56 0.000 0 111 ERECT PRECAST PRESTRESSED CONCRETE EA 67,891.7600 203,675.28 0.000 0 GIRDER 112 ERECT PRECAST DECK PANEL EA 1,228.3200 44,219.52 0.000 0 113 JOINT SEAL (MR 1") LF 185.5400 11,132.40 0.000 0 114 BAR REINFORCING STEEL (WALL FACING) LB 3.4000 44,400.60 0.000 0 (F) 115 BAR REINFORCING STEEL (BRIDGE) LB 1.6400 153,997.64 0.000 0 (F) 116 BAR REINFORCING STEEL (RETAINING WALL) LB 2.1200 11,554.00 0.000 0 (F) 117 HEADED BAR REINFORCEMENT EA 59.2800 6,639.36 0.000 0 (F) 118 STRUCTURAL STEEL (BRIDGE) LB 20.8100 150,893.31 0.000 0 (F) 119 REMOVE SIGN STRUCTURE (EA) EA 15,517.3000 93,103.80 0.000 0 120 MODIFY SIGN STRUCTURE EA 82,428.5900 82,428.59 0.000 0 121 GUARD POST EA 2,816.4700 239,399.95 0.000 0 122 TIMBER LAGGING MFBM 8,147.2100 154,796.99 0.000 0 (F) 123 CLEAN AND PAINT STEEL SOLDIER PILING LS 28,390.0200 28,390.02 0.000 0 124 BRIDGE REMOVAL LS 22,534.6900 22,534.69 0.000 0 125 18" REINFORCED CONCRETE PIPE (CLASS III) LF 274.2200 855,566.40 0.000 0 126 24" REINFORCED CONCRETE PIPE (CLASS III) LF 325.8500 681,026.50 0.000 0 127 36" REINFORCED CONCRETE PIPE (CLASS III) LF 483.9400 53,233.40 0.000 0 128 12" REINFORCED CONCRETE PIPE (CLASS IV) LF 151.4500 16,659.50 0.000 0 129 18" REINFORCED CONCRETE PIPE (CLASS IV) LF 267.5300 139,115.60 0.000 0 130 24" REINFORCED CONCRETE PIPE (CLASS IV) LF 272.3900 43,582.40 0.000 0 PROGRAM CAS145 PAGE 6 DATE 09/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A53T4 TIME 11:18 AM ESTIMATE NO. 002 BID OPENING 04/28/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: ISADA, DARREN DATE OF THIS ESTIMATE 09/16/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 4" PLASTIC PIPE UNDERDRAIN LF 42.3800 77,131.60 0.000 0 132 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 21.4800 37,375.20 0.000 0 133 4" PLASTIC PIPE (EDGE DRAIN) LF 44.3800 40,385.80 0.000 0 134 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 31.8600 2,994.84 0.000 0 135 4" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 44.3800 23,965.20 0.000 0 136 CLASS 3 PERMEABLE MATERIAL (BLANKET) CY 223.2600 314,796.60 0.000 0 (F) 137 DRAINAGE INLET MARKER EA 146.4600 8,641.14 0.000 0 138 36" CORRUGATED STEEL PIPE INLET (.109" LF 590.5100 94,481.60 0.000 0 THICK) 139 GRATED LINE DRAIN LF 368.9700 73,794.00 0.000 0 140 18" STEEL FLARED END SECTION EA 2,218.2200 8,872.88 0.000 0 141 12" CONCRETE FLARED END SECTION EA 2,393.3400 2,393.34 0.000 0 142 18" CONCRETE FLARED END SECTION EA 2,637.5200 52,750.40 0.000 0 143 24" CONCRETE FLARED END SECTION EA 3,279.7300 16,398.65 0.000 0 144 36" CONCRETE FLARED END SECTION EA 5,090.8100 5,090.81 0.000 0 145 REMOVE CULVERT (LF) LF 47.5400 16,163.60 0.000 0 146 REMOVE REINFORCED CONCRETE BOX CULVERT CY 2,550.7100 15,304.26 0.000 0 (CY) 147 REMOVE INLET EA 3,098.7100 6,197.42 0.000 0 148 REMOVE FLARED END SECTION (EA) EA 938.2400 5,629.44 0.000 0 149 CONCRETE (CONCRETE APRON) CY 1,920.2500 6,144.80 0.000 0 150 GRAVEL FILTER CY 149.9100 6,296.22 0.000 0 151 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 638.1100 108,478.70 0.000 0 METHOD B) (CY) 152 MINOR CONCRETE (CURB) (CY) CY 1,967.4100 236,089.20 0.000 0 153 MINOR CONCRETE (GUTTER) (CY) CY 2,410.8700 24,108.70 0.000 0 154 DETECTABLE WARNING SURFACE SQFT 80.2800 27,295.20 0.000 0 155 MINOR CONCRETE (ISLAND PAVING) CY 1,491.6700 49,225.11 0.000 0 156 MINOR CONCRETE (SIDEWALK) CY 1,113.6400 189,318.80 0.000 0 157 MINOR CONCRETE (TEXTURED PAVING) CY 959.0300 210,986.60 0.000 0 PROGRAM CAS145 PAGE 7 DATE 09/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A53T4 TIME 11:18 AM ESTIMATE NO. 002 BID OPENING 04/28/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: ISADA, DARREN DATE OF THIS ESTIMATE 09/16/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 MINOR CONCRETE (COLORED CONCRETE) SQFT 5.2100 162,552.00 0.000 0 159 MINOR CONCRETE (SEEDED AGGREGATE SQFT 39.3500 25,577.50 0.000 0 CONCRETE) 160 MINOR CONCRETE (CURB RAMP) CY 2,686.7700 24,180.93 0.000 0 161 REMOVE CURB LF 27.8200 16,692.00 200.000 5,564.00 200.000 5,564 162 PRE/POST CONSTRUCTION SURVEYS EA 1,704.2200 18,746.42 0.000 0 163 MISCELLANEOUS IRON AND STEEL LB 8.7300 136,091.97 0.000 0 (F) 164 DESTROY WELL EA 19,339.7600 58,019.28 1.000 19,339.76 3.000 58,019 165 RELOCATE IRRIGATION PIPELINE LS 324,880.6900 324,880.69 0.000 0 166 RELOCATE CONCRETE CHANNEL LS 1,031,945.3200 1,031,945.32 0.000 0 167 REMOVE AND REPLACE MONUMENT EA 3,379.7600 16,898.80 0.000 0 168 ANTI-GRAFFITI COATING SQFT 2.3100 25,107.39 0.000 0 (F) 169 PARKING BUMPER (PRECAST CONCRETE) EA 451.4500 24,378.30 0.000 0 170 OBLITERATE SURFACING SQYD 13.5400 245,074.00 0.000 0 171 FENCE (TYPE WM, METAL POST) LF 20.7200 161,408.80 0.000 0 172 TEMPORARY FENCE (TYPE CL-6) LF 21.8900 6,129.20 0.000 0 173 TEMPORARY 10' CHAIN LINK GATE (TYPE EA 218.9000 1,751.20 0.000 0 CL-6) 174 REMOVE FENCE (TYPE BW) LF 8.0500 9,338.00 0.000 0 175 REMOVE CHAIN LINK FENCE LF 9.6700 140,215.00 7,205.000 69,672.35 8,489.000 82,088 176 REMOVE GATE EA 1,547.5500 15,475.50 3.000 4,642.65 3.000 4,642 177 REMOVE PAVEMENT MARKER EA 2.1100 1,308.20 0.000 0 178 DELINEATOR (CLASS 1) EA 156.0800 21,851.20 0.000 0 179 PAVEMENT MARKER (RETROREFLECTIVE) EA 1.1300 2,565.10 0.000 0 180 MARKER EA 109.1700 3,165.93 0.000 0 181 TREATMENT BEST MANAGEMENT PRACTICE EA 143.6400 3,160.08 0.000 0 MARKER 182 OBJECT MARKER EA 97.6800 7,130.64 0.000 0 183 REMOVE ROADSIDE SIGN MOUNTED ON MAST ARM EA 361.2400 1,083.72 0.000 0 184 REMOVE ROADSIDE SIGN (WOOD POST) EA 164.2000 3,284.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 09/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A53T4 TIME 11:18 AM ESTIMATE NO. 002 BID OPENING 04/28/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: ISADA, DARREN DATE OF THIS ESTIMATE 09/16/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 REMOVE ROADSIDE SIGN (METAL POST) EA 131.3600 394.08 0.000 0 186 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 177.3400 1,596.06 0.000 0 BRACKET METHOD) 187 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 64.0400 15,369.60 0.000 0 188 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 46.6300 21,449.80 0.000 0 (0.063"-UNFRAMED) 189 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.3500 5,124.00 0.000 0 (0.080"-UNFRAMED) 190 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 31.8500 7,007.00 0.000 0 (0.063"-FRAMED) 191 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 40.7200 44,384.80 0.000 0 (0.080"-FRAMED) 192 ROADSIDE SIGN - ONE POST EA 1,036.6600 46,649.70 0.000 0 193 ROADSIDE SIGN - TWO POST EA 2,560.0600 74,241.74 0.000 0 194 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 275.8600 7,448.22 0.000 0 METHOD) 195 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 1,182.2400 17,733.60 0.000 0 196 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 19,047.2400 57,141.72 0.000 0 BOX POST) 197 MIDWEST GUARDRAIL SYSTEM LF 51.8200 372,067.60 0.000 0 198 VEGETATION CONTROL (MINOR CONCRETE) SQYD 193.2700 684,175.80 0.000 0 199 CONCRETE BARRIER (TYPE 60M MODIFIED) LF 178.3300 9,094.83 0.000 0 200 CABLE RAILING LF 68.7500 53,556.25 0.000 0 (F) 201 3' CABLE RAILING GATE EA 3,039.4200 3,039.42 0.000 0 (F) 202 TRANSITION RAILING (TYPE AGT) EA 5,689.2700 56,892.70 0.000 0 203 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2,600.0000 33,800.00 0.000 0 204 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,892.7700 24,463.85 0.000 0 205 CONCRETE BARRIER (TYPE 60MD) LF 212.3300 61,575.70 0.000 0 206 CONCRETE BARRIER (TYPE 60MS) LF 289.3900 127,331.60 0.000 0 207 MFLEAT FLARED TERMINAL EA 4,892.7700 58,713.24 0.000 0 208 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 364.4600 156,717.80 0.000 0 (F) 209 REMOVE GUARDRAIL LF 24.5700 68,796.00 48.000 1,179.36 48.000 1,179 210 REMOVE CONCRETE BARRIER LF 69.4400 70,134.40 0.000 0 211 REMOVE CRASH CUSHION EA 812.1700 3,248.68 0.000 0 PROGRAM CAS145 PAGE 9 DATE 09/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A53T4 TIME 11:18 AM ESTIMATE NO. 002 BID OPENING 04/28/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: ISADA, DARREN DATE OF THIS ESTIMATE 09/16/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 29.5800 49,990.20 0.000 0 WET NIGHT VISIBILITY) 213 PAINT TRAFFIC STRIPE (2-COAT) LF 13.6500 27,027.00 0.000 0 214 PAINT PAVEMENT MARKING (2-COAT) SQFT 9.1000 29,120.00 0.000 0 215 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.7100 24,282.00 0.000 0 216 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 51.2000 24,064.00 0.000 0 217 12" TRAFFIC STRIPE TAPE (WARRANTY) LF 10.2400 38,195.20 0.000 0 218 CONTRAST STRIPE PAINT (2-COAT) LF 2.0900 74,404.00 0.000 0 219 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 6.1500 196,185.00 0.000 0 220 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 8.9700 204,516.00 0.000 0 (BROKEN 18-12) 221 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 62.5800 8,135.40 0.000 0 (BROKEN 6-1) 222 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 56.8900 20,480.40 0.000 0 (BROKEN 17-7) 223 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 9.1000 27,573.00 0.000 0 224 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 9.1000 39,494.00 0.000 0 (BROKEN 36-12) 225 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 11,265.8800 11,265.88 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 226 MODIFYING LIGHTING SYSTEMS LS 616,563.4700 616,563.47 0.001 616.56 0.001 616 227 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 154,285.2300 154,285.23 0.000 0 228 MODIFYING RAMP METERING SYSTEMS LS 91,761.2800 91,761.28 0.000 0 229 MODIFYING TRAFFIC MONITORING STATIONS LS 25,581.6900 25,581.69 0.000 0 230 REMOVING RAMP METERING SYSTEMS LS 18,298.1700 18,298.17 0.000 0 231 MODIFYING ELECTRONIC TOLLING SYSTEMS LS 257,365.6100 257,365.61 0.001 257.37 0.001 257 232 BUILDING WORK LS 67,773,359.1400 67,773,359.14 0.002 135,546.72 0.003 203,320 PROGRAM CAS145 PAGE 10 DATE 09/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A53T4 TIME 11:18 AM ESTIMATE NO. 002 BID OPENING 04/28/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: ISADA, DARREN DATE OF THIS ESTIMATE 09/16/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,229,634.29 5,378,960.55 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,229,634.29 5,378,960.55 233 MOBILIZATION LS 7,761,022.6700 7,761,022.67 0.000 0 ORIGINAL CONTRACT AMOUNT 152,000,000.00 TOTAL WORK COMPLETED 4,229,634.29 5,378,960.55 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 4,229,634.29 5,378,960.55 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 06/20/25 865 08/12/25 08/12/25 01/31/29 28 0 0 0 4% 3% PROGRESS IS SATISFACTORY ISADA, DARREN RESIDENT ENGINEER