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 02/24/26 EST. NO. 001 TIME 06:53 AM R.E. NAME: WARE, ELIZABETH 12-0K62U4 --------------------------------------------------------------------------- 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 02/24/26 EST. NO. 001 TIME 06:53 AM R.E. NAME: WARE, ELIZABETH 12-0K62U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 02/24/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K62U4 TIME 06:53 AM ESTIMATE NO. 001 BID OPENING 10/21/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: WARE, ELIZABETH DATE OF THIS ESTIMATE 02/24/26 LOCATION PROGRESS ESTIMATE 12-ORA-5-R25.8/30.3 ----------------- GRANITE CONSTRUCTION COMPANY ORANGE COUNTY IN IRVINE AND TUSTIN FROM 4820 MCGRATH ST., SUITE 101 YALE AVENUE OVERCROSSING TO ROUTE 5/55 VENTURA CA 93003 SEPARATION FED. AID NO. ACIM-052(58)E CONST BRIDGE, RW, SW, PAVEMENT, DRAINAGE, ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,401.6900 1,401.69 0.000 0 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 10,000.0000 10,000.00 0.000 0 003 TIME-RELATED OVERHEAD (WDAY) WDAY 6,294.8800 6,168,982.40 8.000 50,359.04 8.000 50,359 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 132,000.00 0.000 0 005 HOURLY OFF-SITE HR 200.0000 20,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 SAFETY QUALITY CONTROL MANAGER LS 605,060.0100 605,060.01 0.000 0 007 CONSTRUCTION AREA SIGNS LS 373,000.0000 373,000.00 0.010 3,730.00 0.010 3,730 008 TRAFFIC CONTROL SYSTEM LS 2,911,417.9400 2,911,417.94 0.000 0 009 TRAFFIC CONTROL SUPERVISOR DAY 919.2600 900,874.80 0.000 0 010 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,248.1700 89,868.24 0.000 0 011 TYPE II BARRICADE EA 15.1000 2,114.00 0.000 0 012 TYPE III BARRICADE EA 137.0000 2,877.00 0.000 0 013 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.2400 35,316.00 0.000 0 014 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2200 84,480.00 0.000 0 015 CHANNELIZER (SURFACE MOUNTED) EA 61.6300 19,105.30 0.000 0 016 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 31.3300 76,758.50 0.000 0 SYSTEM 017 TEMPORARY BARRIER SYSTEM LF 14.9600 1,840,080.00 0.000 0 018 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 37,130.4700 37,130.47 0.000 0 019 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 3,300.0000 273,900.00 0.000 0 020 TEMPORARY CRASH CUSHION MODULE EA 339.4600 95,048.80 0.000 0 021 TEMPORARY CRASH CUSHION TL-2 EA 5,572.3500 256,328.10 0.000 0 022 TEMPORARY CRASH CUSHION TL-3 EA 2,574.1400 139,003.56 0.000 0 PROGRAM CAS145 PAGE 2 DATE 02/24/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K62U4 TIME 06:53 AM ESTIMATE NO. 001 BID OPENING 10/21/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: WARE, ELIZABETH DATE OF THIS ESTIMATE 02/24/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY TRAFFIC SCREEN LF 3.9900 414,960.00 0.000 0 024 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 10,503.0000 84,024.00 0.000 0 SYSTEM 025 JOB SITE MANAGEMENT LS 70,319.0000 70,319.00 0.000 0 026 STORMWATER POLLUTION PREVENTION PLAN LS 3,500.0000 3,500.00 0.010 35.00 0.010 35 027 STORMWATER SAMPLING AND ANALYSIS DAY EA 500.0000 55,000.00 0.000 0 028 STORMWATER ANNUAL REPORT EA 3,000.0000 12,000.00 0.000 0 029 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 1,350.2500 1,350.25 0.000 0 CONTROL) 030 TEMPORARY SOIL BINDER SQYD 0.3000 10,770.00 0.000 0 031 TEMPORARY COVER SQYD 9.1400 45,700.00 0.000 0 032 TEMPORARY CHECK DAM LF 5.2300 32,530.60 0.000 0 033 TEMPORARY DRAINAGE INLET PROTECTION EA 314.7200 91,268.80 0.000 0 034 TEMPORARY FIBER ROLL LF 5.3300 213,733.00 0.000 0 035 TEMPORARY SILT FENCE LF 4.3100 103,440.00 0.000 0 036 TEMPORARY CONSTRUCTION ENTRANCE EA 5,819.6300 104,753.34 0.000 0 037 STREET SWEEPING LS 614,279.8000 614,279.80 0.000 0 038 TEMPORARY CONCRETE WASHOUT LS 136,742.3900 136,742.39 0.000 0 039 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 500.0000 30,000.00 0.000 0 040 WATER QUALITY MONITORING REPORT EA 1,500.0000 4,500.00 0.000 0 041 WATER QUALITY ANNUAL REPORT EA 1,500.0000 1,500.00 0.000 0 042 TEMPORARY CREEK DIVERSION SYSTEMS LS 9,095.8900 9,095.89 0.000 0 043 MANAGE SOLID WASTE GENERATED BY THE HR 287.6100 71,902.50 0.000 0 PUBLIC 044 TREATED WOOD WASTE LB 0.5100 110,160.00 0.000 0 045 INVASIVE SPECIES CONTROL LS 36,814.3900 36,814.39 0.000 0 046 NOISE MONITORING LS 2,500.0000 2,500.00 0.000 0 047 CRACK MONITORING LS 25,000.0000 25,000.00 0.000 0 048 VIBRATION MONITORING LS 22,500.0000 22,500.00 0.000 0 049 PHOTO AND VIDEO SITE DOCUMENTATION OF LS 7,000.0000 7,000.00 0.000 0 EXISTING NON-HIGHWAY FACILITIES PROGRAM CAS145 PAGE 3 DATE 02/24/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K62U4 TIME 06:53 AM ESTIMATE NO. 001 BID OPENING 10/21/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: WARE, ELIZABETH DATE OF THIS ESTIMATE 02/24/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 2.7600 216,108.00 0.000 0 051 TEMPORARY HIGH-VISIBILITY FENCE LF 9.3800 70,068.60 0.000 0 052 CLEARING AND GRUBBING (LS) LS 617,525.7700 617,525.77 0.000 0 053 DUST PALLIATIVE LS 53,594.4300 53,594.43 0.000 0 054 ROADWAY EXCAVATION CY 30.3300 4,276,530.00 0.000 0 055 STRUCTURE EXCAVATION (BRIDGE) CY 87.1900 246,050.18 0.000 0 (F) 056 STRUCTURE EXCAVATION (CULVERT) CY 938.4800 18,769.60 0.000 0 (F) 057 STRUCTURE EXCAVATION (RETAINING WALL) CY 131.3500 3,607,659.10 0.000 0 (F) 058 STRUCTURE EXCAVATION (SOUND WALL) CY 108.5400 3,473.28 0.000 0 (F) 059 STRUCTURE BACKFILL (BRIDGE) CY 180.3500 418,051.30 0.000 0 (F) 060 STRUCTURE BACKFILL (CULVERT) CY 508.9400 2,035.76 0.000 0 (F) 061 STRUCTURE BACKFILL (RETAINING WALL) CY 92.4200 3,113,907.06 0.000 0 (F) 062 STRUCTURE BACKFILL (SOUND WALL) CY 98.0300 80,384.60 0.000 0 (F) 063 PERVIOUS BACKFILL MATERIAL (RETAINING CY 277.8600 361,218.00 0.000 0 (F) WALL) 064 DITCH EXCAVATION CY 22.4800 62,044.80 0.000 0 065 IMPORTED BORROW (CY) CY 31.4000 103,934.00 0.000 0 066 ROADSIDE CLEARING LS 0.0100 0.01 0.000 0 067 IRON SULFATE (LB) LB 1.5200 273.60 0.000 0 068 SOIL AMENDMENT CY 55.5600 2,277.96 0.000 0 069 SLOW-RELEASE FERTILIZER LB 2.5300 10,322.40 0.000 0 070 PLANT (GROUP H) EA 0.5600 311,920.00 0.000 0 071 PLANT (GROUP K) EA 313.1300 53,232.10 0.000 0 072 PLANT (GROUP Z) (EA) EA 909.0900 909.09 0.000 0 073 PLANT (GROUP A) EA 24.2400 1,818.00 0.000 0 074 PLANT (GROUP B) EA 35.3500 12,372.50 0.000 0 075 MAINTAIN EXISTING PLANTED AREAS LS 45,454.5500 45,454.55 0.010 454.55 0.010 454 076 PLANT ESTABLISHMENT WORK LS 141,414.1400 141,414.14 0.000 0 PROGRAM CAS145 PAGE 4 DATE 02/24/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K62U4 TIME 06:53 AM ESTIMATE NO. 001 BID OPENING 10/21/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: WARE, ELIZABETH DATE OF THIS ESTIMATE 02/24/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 WOOD MULCH CY 57.5800 367,936.20 0.000 0 078 EDGING LF 11.1100 7,888.10 0.000 0 079 CHECK AND TEST EXISTING IRRIGATION LS 20,202.0200 20,202.02 0.000 0 FACILITIES 080 OPERATE EXISTING IRRIGATION FACILITIES LS 12,121.2100 12,121.21 0.000 0 081 REMOVE IRRIGATION FACILITY LS 50,505.0500 50,505.05 0.000 0 082 CONTROL AND NEUTRAL CONDUCTORS LS 175,757.5800 175,757.58 0.000 0 (ARMOR-CLAD) 083 1" REMOTE CONTROL VALVE EA 1,616.1600 48,484.80 0.000 0 084 1 1/2" REMOTE CONTROL VALVE EA 1,717.1700 82,424.16 0.000 0 085 2" REMOTE CONTROL VALVE EA 1,818.1800 132,727.14 0.000 0 086 3" REMOTE CONTROL VALVE EA 2,020.2000 6,060.60 0.000 0 087 3" WYE STRAINER ASSEMBLY EA 3,535.3600 7,070.72 0.000 0 088 TWO-WIRE IRRIGATION CONTROLLER EA 30,303.0300 90,909.09 0.000 0 089 RECYCLED WATER IDENTIFICATION AND LS 8,080.8100 8,080.81 0.000 0 WARNING SIGNS 090 2" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 40.4000 7,272.00 0.000 0 (F) 091 2 1/2" GALVANIZED STEEL PIPE (SUPPLY LF 50.5100 9,091.80 0.000 0 (F) LINE) 092 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 3,535.3500 10,606.05 0.000 0 093 3" BACKFLOW PREVENTER ASSEMBLY EA 12,121.2100 12,121.21 0.000 0 094 BACKFLOW PREVENTER ENCLOSURE EA 6,565.6600 6,565.66 0.000 0 095 FLOW SENSOR EA 2,626.2600 7,878.78 0.000 0 096 TREE WELL SPRINKLER ASSEMBLY EA 65.6600 28,233.80 0.000 0 097 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 50.5100 17,678.50 0.000 0 098 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 111.1100 58,888.30 0.000 0 099 RISER SPRINKLER ASSEMBLY EA 45.4500 10,908.00 0.000 0 100 POP-UP SPRINKLER ASSEMBLY EA 111.1100 82,221.40 0.000 0 101 2 1/2" GATE VALVE EA 2,323.2300 78,989.82 0.000 0 102 3" GATE VALVE EA 2,121.2100 59,393.88 0.000 0 103 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.7500 225,382.75 0.000 0 (F) LINE) PROGRAM CAS145 PAGE 5 DATE 02/24/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K62U4 TIME 06:53 AM ESTIMATE NO. 001 BID OPENING 10/21/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: WARE, ELIZABETH DATE OF THIS ESTIMATE 02/24/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 7.0700 155,688.47 0.000 0 (F) LINE) 105 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 15.1500 81,900.90 0.000 0 (F) (SUPPLY LINE) 106 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 7.0700 35,038.92 0.000 0 (F) (SUPPLY LINE) 107 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 8.2300 119,869.95 0.000 0 (F) LINE) 108 2" PLASTIC PIPE (CLASS 315) (SUPPLY LF 9.3900 2,394.45 0.000 0 (F) LINE) 109 3" PLASTIC PIPE (CLASS 315) (SUPPLY LF 15.3000 276,853.50 0.000 0 (F) LINE) 110 HIGH DENSITY POLYETHYLENE PIPE CONDUIT LF 166.6700 131,669.30 0.000 0 111 QUICK COUPLING VALVE EA 1,717.1700 13,737.36 0.000 0 112 HYDROSEED SQFT 0.2000 22,000.00 0.000 0 113 COMPOST (CY) CY 38.3800 261,751.60 0.000 0 114 INCORPORATE MATERIALS SQFT 0.1000 62,700.00 0.000 0 115 FINISHING ROADWAY LS 122,020.9300 122,020.93 0.000 0 116 CLASS 3 AGGREGATE SUBBASE CY 43.7000 4,413,700.00 0.000 0 117 CLASS 2 AGGREGATE BASE (CY) CY 78.1000 2,327,380.00 0.000 0 118 LEAN CONCRETE BASE CY 502.4100 1,019,892.30 0.000 0 119 LEAN CONCRETE BASE RAPID SETTING CY 859.4100 713,310.30 0.000 0 120 BASE BOND BREAKER SQYD 3.9200 96,040.00 0.000 0 121 PRIME COAT TON 2,651.1400 246,556.02 0.000 0 122 HOT MIX ASPHALT (TYPE A) TON 132.6100 8,208,559.00 0.000 0 123 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 144.9800 11,163,460.00 0.000 0 124 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 9.6500 34,547.00 0.000 0 125 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 9.6500 8,878.00 0.000 0 126 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 9.6500 16,791.00 0.000 0 127 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 9.6500 22,581.00 0.000 0 128 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 9.6500 25,669.00 0.000 0 129 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 567.1000 14,177.50 0.000 0 AREA) 130 TACK COAT TON 948.6600 360,490.80 0.000 0 PROGRAM CAS145 PAGE 6 DATE 02/24/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K62U4 TIME 06:53 AM ESTIMATE NO. 001 BID OPENING 10/21/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: WARE, ELIZABETH DATE OF THIS ESTIMATE 02/24/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 13.1800 8,962.40 0.000 0 132 REMOVE ASPHALT CONCRETE DIKE LF 1.0500 17,220.00 0.000 0 133 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.8100 2,289,560.00 0.000 0 134 JOINTED PLAIN CONCRETE PAVEMENT CY 546.0300 3,008,625.30 0.000 0 135 JOINTED PLAIN CONCRETE PAVEMENT (RSC) CY 1,002.6700 2,256,007.50 0.000 0 136 DRILL AND BOND (DOWEL BAR) EA 46.4000 4,268.80 0.000 0 137 ISOLATION JOINT SEAL (SILICONE) LF 20.0000 4,400.00 0.000 0 138 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 46.1100 109,280.70 0.000 0 139 GROUND ANCHOR (VERTICAL) EA 5,027.6200 301,657.20 0.000 0 140 FURNISH STEEL PILING (HP 14 X 89) LF 71.0700 338,364.27 0.000 0 141 DRIVE STEEL PILE (HP 14 X 89) EA 4,162.4400 391,269.36 0.000 0 142 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 337.4800 633,449.96 0.000 0 143 72" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,578.3500 230,439.10 0.000 0 144 90" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,848.9600 650,833.92 0.000 0 145 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 146.0000 309,520.00 0.000 0 (BARRIER) 146 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 136.9000 1,699,065.90 0.000 0 (SOUND WALL) 147 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,609.3400 756,389.80 0.000 0 (SIGN FOUNDATION) 148 72" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,760.8500 119,737.80 0.000 0 (SIGN FOUNDATION) 149 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 360.3600 129,369.24 0.000 0 (RETAINING WALL) 150 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 828.9400 292,615.82 0.000 0 (F) 151 STRUCTURAL CONCRETE, BRIDGE CY 2,089.6600 1,809,645.56 0.000 0 (F) 152 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 2,112.4800 1,787,158.08 0.000 0 (F) FIBER) 153 STRUCTURAL CONCRETE, RETAINING WALL CY 951.6600 6,965,199.54 0.000 0 (F) 154 AGGREGATE BASE (APPROACH SLAB) CY 402.2700 16,493.07 0.000 0 155 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,243.8100 498,767.81 0.000 0 (F) N) 156 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,090.1000 342,291.40 0.000 0 R) 157 STRUCTURAL CONCRETE, BOX CULVERT CY 2,518.2000 219,083.40 0.000 0 (F) PROGRAM CAS145 PAGE 7 DATE 02/24/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K62U4 TIME 06:53 AM ESTIMATE NO. 001 BID OPENING 10/21/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: WARE, ELIZABETH DATE OF THIS ESTIMATE 02/24/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 STRUCTURAL CONCRETE, HEADWALL CY 1,523.5200 33,517.44 0.000 0 (F) 159 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,822.7700 945,627.95 0.000 0 (F) 160 MINOR CONCRETE (MINOR STRUCTURE) CY 1,126.6200 262,502.46 0.000 0 (F) 161 CONCRETE SURFACE TEXTURE (FRACTURED RIB) SQFT 7.4500 463,859.35 0.000 0 162 DRILL AND BOND DOWEL LF 52.6600 48,447.20 0.000 0 163 DRILL AND BOND DOWEL (CHEMICAL LF 2,026.0400 16,208.32 0.000 0 ADHESIVE)(LF) 164 CLEAN EXPANSION JOINT LF 71.2900 61,879.72 0.000 0 165 FURNISH PRECAST PRESTRESSED CONCRETE EA 33,409.3700 267,274.96 0.000 0 GIRDER (70'-80') 166 FURNISH PRECAST PRESTRESSED CONCRETE EA 43,555.1700 609,772.38 0.000 0 GIRDER (80'-90') 167 FURNISH PRECAST PRESTRESSED CONCRETE EA 46,117.2300 415,055.07 0.000 0 GIRDER (90'-100') 168 FURNISH PRECAST PRESTRESSED CONCRETE EA 54,828.2700 274,141.35 0.000 0 GIRDER (100'-110') 169 ERECT PRECAST PRESTRESSED CONCRETE EA 12,902.0900 464,475.24 0.000 0 GIRDER 170 JOINT SEAL (MR 1") LF 100.0000 116,200.00 0.000 0 171 BAR REINFORCING STEEL (BRIDGE) LB 1.6400 1,289,079.36 0.000 0 (F) 172 BAR REINFORCING STEEL (RETAINING WALL) LB 1.1000 1,384,834.00 0.000 0 (F) 173 BAR REINFORCING STEEL (SOUND WALL) LB 0.5500 110,136.95 0.000 0 (F) 174 BAR REINFORCING STEEL (EPOXY COATED) LB 3.1800 11,953.62 0.000 0 (F) 175 BAR REINFORCING STEEL (BOX CULVERT) LB 1.3800 32,638.38 0.000 0 (F) 176 BAR REINFORCING STEEL (GALVANIZED) LB 3.7500 2,433.75 0.000 0 (F) 177 HEADED BAR REINFORCEMENT EA 34.7200 3,472.00 0.000 0 (F) 178 FURNISH SIGN STRUCTURE (TRUSS) LB 13.1300 9,650.55 0.000 0 (F) 179 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 20.2000 49,833.40 0.000 0 (F) WITHOUT WALKWAY) 180 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 21.2100 52,325.07 0.000 0 (F) WITHOUT WALKWAY) 181 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 8.8400 4,031,040.00 0.000 0 182 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 1.0100 460,560.00 0.000 0 183 REMOVE SIGN STRUCTURE WALKWAY (EA) EA 4,898.9900 34,292.93 0.000 0 184 REMOVE SIGN STRUCTURE (EA) EA 5,353.5400 139,192.04 0.000 0 PROGRAM CAS145 PAGE 8 DATE 02/24/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K62U4 TIME 06:53 AM ESTIMATE NO. 001 BID OPENING 10/21/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: WARE, ELIZABETH DATE OF THIS ESTIMATE 02/24/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 REMOVE BRIDGE MOUNTED SIGN EA 4,823.2300 9,646.46 0.000 0 186 MODIFY SIGN STRUCTURE EA 10,454.5500 10,454.55 0.000 0 187 SOUND WALL (MASONRY BLOCK) SQFT 30.7000 1,653,409.90 0.000 0 (F) 188 REMOVE RETAINING WALL (LF) LF 132.0000 488,400.00 0.000 0 189 REMOVE PROPERTY WALL LF 132.0000 176,880.00 0.000 0 190 REMOVE SOUND WALL (LF) LF 100.0000 125,000.00 0.000 0 191 REFINISH CONCRETE SURFACE SQFT 26.8900 2,823.45 0.000 0 192 BRIDGE REMOVAL (PORTION), LOCATION A LS 134,215.5500 134,215.55 0.000 0 193 BRIDGE REMOVAL (PORTION), LOCATION B LS 196,520.1000 196,520.10 0.000 0 194 BRIDGE REMOVAL (PORTION), LOCATION C LS 175,892.2600 175,892.26 0.000 0 195 BRIDGE REMOVAL (PORTION), LOCATION D LS 19,344.9100 19,344.91 0.000 0 196 BRIDGE REMOVAL (PORTION), LOCATION E LS 84,985.8800 84,985.88 0.000 0 197 BRIDGE REMOVAL (PORTION), LOCATION F LS 284,171.5100 284,171.51 0.000 0 198 BRIDGE REMOVAL (PORTION), LOCATION G LS 38,732.9700 38,732.97 0.000 0 199 BRIDGE REMOVAL (PORTION), LOCATION H LS 33,153.9300 33,153.93 0.000 0 200 BRIDGE AND GROUND ANCHOR WALL MONITORING LS 45,000.0000 45,000.00 0.000 0 201 PUMPING PLANT MONITORING LS 25,000.0000 25,000.00 0.000 0 202 18" PLASTIC PIPE LF 715.1800 3,575.90 0.000 0 203 18" REINFORCED CONCRETE PIPE LF 135.9900 629,633.70 0.000 0 204 24" REINFORCED CONCRETE PIPE LF 155.3700 613,711.50 0.000 0 205 30" REINFORCED CONCRETE PIPE LF 253.3000 227,970.00 0.000 0 206 36" REINFORCED CONCRETE PIPE LF 611.1800 53,783.84 0.000 0 207 12" CORRUGATED STEEL PIPE (.079" THICK) LF 24.2500 873.00 0.000 0 208 DRAINAGE INLET MARKER EA 500.0000 500.00 0.000 0 209 GRATED LINE DRAIN LF 186.7500 507,960.00 0.000 0 210 48" CORRUGATED STEEL PIPE RISER (.109" LF 9,518.5500 19,037.10 0.000 0 THICK) 211 10" WELDED STEEL PIPE CASING (BRIDGE) LF 266.3300 90,019.54 0.000 0 PROGRAM CAS145 PAGE 9 DATE 02/24/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K62U4 TIME 06:53 AM ESTIMATE NO. 001 BID OPENING 10/21/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: WARE, ELIZABETH DATE OF THIS ESTIMATE 02/24/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 12" WELDED STEEL PIPE CASING (BRIDGE) LF 307.7200 72,314.20 0.000 0 213 18" CONCRETE FLARED END SECTION EA 3,764.1500 33,877.35 0.000 0 214 24" CONCRETE FLARED END SECTION EA 4,342.5000 4,342.50 0.000 0 215 24" PRECAST CONCRETE PIPE MANHOLE LF 2,125.8300 4,251.66 0.000 0 216 36" PRECAST CONCRETE PIPE MANHOLE LF 2,020.8500 50,521.25 0.000 0 217 ABANDON CULVERT (LF) LF 65.1000 7,161.00 0.000 0 218 REMOVE GRATED LINE DRAIN LF 9.5700 10,239.90 0.000 0 219 REMOVE PIPE (LF) LF 6.8500 17,399.00 0.000 0 220 REMOVE INLET EA 304.7800 14,324.66 0.000 0 221 REMOVE HEADWALL EA 1,902.9600 13,320.72 0.000 0 222 ADJUST INLET EA 9,367.2000 28,101.60 0.000 0 223 CAP INLET EA 7,185.1100 86,221.32 0.000 0 224 SAND BACKFILL CY 56.3200 394.24 0.000 0 225 REMOVE CONCRETE DITCH CY 325.3300 81,332.50 0.000 0 226 CONCRETE (DITCH LINING) CY 1,134.8400 658,207.20 0.000 0 227 SLOPE PAVING (CONCRETE) CY 2,362.5300 276,416.01 0.000 0 228 ROCK SLOPE PROTECTION (150 LB, CLASS CY 717.0800 9,322.04 0.000 0 III, METHOD B) (CY) 229 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 1,097.5700 30,731.96 0.000 0 METHOD B) (CY) 230 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 1,241.7500 43,461.25 0.000 0 METHOD B) (CY) 231 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.4200 786.60 0.000 0 232 MINOR CONCRETE (GUTTER) (LF) LF 49.1300 104,646.90 0.000 0 233 DETECTABLE WARNING SURFACE SQFT 51.9700 3,897.75 0.000 0 234 MINOR CONCRETE (MISCELLANEOUS CY 457.8400 100,724.80 0.000 0 CONSTRUCTION) 235 MINOR CONCRETE (STAMPED CONCRETE) SQFT 9.9400 838,936.00 0.000 0 236 REMOVE CONCRETE CURB (LF) LF 30.0700 2,074.83 0.000 0 237 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 64.6700 38,155.30 0.000 0 238 REMOVE CONCRETE (CURB AND GUTTER) LF 14.5400 18,465.80 0.000 0 PROGRAM CAS145 PAGE 10 DATE 02/24/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K62U4 TIME 06:53 AM ESTIMATE NO. 001 BID OPENING 10/21/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: WARE, ELIZABETH DATE OF THIS ESTIMATE 02/24/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 PRE/POST CONSTRUCTION SURVEYS EA 1,500.0000 7,500.00 0.000 0 240 MISCELLANEOUS IRON AND STEEL LB 2.4300 162,678.78 0.000 0 (F) 241 ISOLATION CASING (NON-CORRUGATED STEEL LB 3.4900 158,871.78 0.000 0 (F) PIPE) 242 MISCELLANEOUS METAL (BRIDGE) LB 538.5800 161,035.42 0.000 0 (F) 243 BRIDGE DECK DRAINAGE SYSTEM LB 9.0300 31,099.32 0.000 0 (F) 244 ANTI-GRAFFITI COATING SQFT 0.7700 179,447.73 0.000 0 (F) 245 TEMPORARY FENCE (TYPE CL-6) LF 18.6900 88,964.40 0.000 0 246 CHAIN LINK FENCE (TYPE CL-6) LF 35.2500 134,514.00 0.000 0 247 3' CHAIN LINK GATE (TYPE CL-6) EA 1,680.8100 3,361.62 0.000 0 248 REMOVE CHAIN LINK FENCE LF 10.1000 62,882.60 0.000 0 249 REMOVE PAVEMENT MARKER EA 0.5400 15,822.00 0.000 0 250 DELINEATOR (CLASS 1) EA 35.0000 14,700.00 0.000 0 251 GUARD RAILING DELINEATOR EA 32.3200 8,080.00 0.000 0 252 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.7000 96,390.00 0.000 0 253 TREATMENT BEST MANAGEMENT PRACTICE EA 200.0000 11,400.00 0.000 0 MARKER 254 REMOVE ROADSIDE SIGN EA 133.3400 33,335.00 0.000 0 255 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 150.0100 16,501.10 0.000 0 BRACKET METHOD) 256 REMOVE SIGN FROM SIGN FRAME EA 810.3100 7,292.79 0.000 0 257 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 38.3800 270,962.80 0.000 0 258 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 48.8900 12,711.40 0.000 0 259 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.4500 49,563.50 0.000 0 (0.063"-UNFRAMED) 260 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.5600 39,211.20 0.000 0 (0.080"-UNFRAMED) 261 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 34.4500 23,081.50 0.000 0 (0.063"-FRAMED) 262 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 35.8300 24,722.70 0.000 0 (0.080"-FRAMED) 263 METAL (ROADSIDE SIGN) LB 13.3300 639.84 0.000 0 264 METAL (BARRIER MOUNTED SIGN) LB 16.6700 25,171.70 0.000 0 265 METAL (WALL MOUNTED SIGN) LB 18.8900 25,312.60 0.000 0 PROGRAM CAS145 PAGE 11 DATE 02/24/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K62U4 TIME 06:53 AM ESTIMATE NO. 001 BID OPENING 10/21/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: WARE, ELIZABETH DATE OF THIS ESTIMATE 02/24/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 ROADSIDE SIGN - ONE POST EA 466.6800 121,336.80 0.000 0 267 ROADSIDE SIGN - TWO POST EA 1,022.2600 36,801.36 0.000 0 268 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 250.0100 42,501.70 0.000 0 METHOD) 269 INSTALL SIGN (ACRYLIC FOAM TAPE METHOD) EA 894.4800 3,577.92 0.000 0 270 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 17.1700 42,238.20 0.000 0 271 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 222.2300 1,555.61 0.000 0 POST 272 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 1,388.9400 4,166.82 0.000 0 BOX POST) 273 FURNISH LAMINATED WOOD BOX POST (TYPE L) EA 3,666.8000 22,000.80 0.000 0 274 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 41.6000 323,232.00 0.000 0 275 CONCRETE BARRIER (TYPE 60MG MODIFIED) LF 270.1600 35,120.80 0.000 0 276 CONCRETE BARRIER (TYPE 836SV MODIFIED) LF 463.2100 250,596.61 0.000 0 277 CABLE RAILING LF 83.8400 30,685.44 0.000 0 (F) 278 TRANSITION RAILING (TYPE AGT) EA 4,747.4800 56,969.76 0.000 0 279 END CAP (TYPE A) EA 1,050.5100 4,202.04 0.000 0 280 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,545.4500 20,090.85 0.000 0 281 ALTERNATIVE CRASH CUSHION TL-2 EA 23,373.7400 373,979.84 0.000 0 282 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 4,186.8700 75,363.66 0.000 0 283 SEVERE-DUTY CRASH CUSHION TL-3 EA 39,569.8100 356,128.29 0.000 0 284 CONCRETE BARRIER (TYPE 60M) LF 142.7300 134,166.20 0.000 0 285 CONCRETE BARRIER (TYPE 60MD) LF 144.7600 102,055.80 0.000 0 286 CONCRETE BARRIER (TYPE 60MG) LF 132.5300 1,054,938.80 0.000 0 287 CONCRETE BARRIER (TYPE 60MGC) LF 188.6000 456,412.00 0.000 0 288 CONCRETE BARRIER (TYPE 60MGF) LF 581.1000 894,894.00 0.000 0 289 CONCRETE BARRIER (TYPE 60MS) LF 168.2100 1,063,087.20 0.000 0 290 CONCRETE BARRIER (TYPE 60MSC) LF 203.8900 75,439.30 0.000 0 291 CONCRETE BARRIER (TYPE 60MP) LF 494.4400 59,332.80 0.000 0 292 CONCRETE BARRIER (TYPE 60MGA MODIFIED) LF 219.1900 64,003.48 0.000 0 PROGRAM CAS145 PAGE 12 DATE 02/24/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K62U4 TIME 06:53 AM ESTIMATE NO. 001 BID OPENING 10/21/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: WARE, ELIZABETH DATE OF THIS ESTIMATE 02/24/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 293 CONCRETE BARRIER (TYPE 60PR) LF 744.2100 44,652.60 0.000 0 294 CONCRETE BARRIER (TYPE 836S MODIFIED) LF 351.7900 11,609.07 0.000 0 295 CONCRETE BARRIER (TYPE 836S) LF 288.1000 227,310.90 0.000 0 296 CONCRETE BARRIER (TYPE 836SV) LF 340.0800 1,012,758.24 0.000 0 (F) 297 CONCRETE BARRIER (TYPE 836) LF 173.3900 387,700.04 0.000 0 (F) 298 CONCRETE BARRIER (TYPE 836A) LF 155.1600 824,209.92 0.000 0 (F) 299 CONCRETE BARRIER (TYPE 836B) LF 473.9600 51,187.68 0.000 0 (F) 300 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 262.1900 209,489.81 0.000 0 (F) 301 REMOVE GUARDRAIL LF 8.5900 78,942.10 0.000 0 302 REMOVE CONCRETE BARRIER LF 21.4100 250,497.00 0.000 0 303 REMOVE CRASH CUSHION EA 5,022.4800 5,022.48 0.000 0 304 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 5.4000 97,200.00 0.000 0 WET NIGHT VISIBILITY) 305 PREFORMED THERMOPLASTIC PAVEMENT MARKING SQFT 16.1900 13,599.60 0.000 0 306 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8600 1,401.80 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 307 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8600 17,458.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 308 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2700 254,610.00 0.000 0 309 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.2400 10,303.20 0.000 0 310 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9700 129,980.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 311 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8600 103.20 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 312 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 15,540.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 313 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0800 20,520.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 314 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0800 47,304.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 315 12" THERMOPLASTIC TRAFFIC STRIPE LF 2.1600 37,800.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 316 REMOVE PAINTED TRAFFIC STRIPE LF 0.2700 253,800.00 0.000 0 PROGRAM CAS145 PAGE 13 DATE 02/24/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K62U4 TIME 06:53 AM ESTIMATE NO. 001 BID OPENING 10/21/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: WARE, ELIZABETH DATE OF THIS ESTIMATE 02/24/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 317 REMOVE PAINTED PAVEMENT MARKING SQFT 2.1600 3,499.20 0.000 0 318 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2700 115,560.00 0.000 0 319 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.1600 9,460.80 0.000 0 320 12" RUMBLE STRIP (ASPHALT CONCRETE STA 119.0200 96,406.20 0.000 0 PAVEMENT) 321 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.7800 4,384.80 0.000 0 (WARRANTY) (BROKEN 12-3) 322 12" TRAFFIC STRIPE TAPE WITH CONTRAST LF 19.4200 70,300.40 0.000 0 (WARRANTY) 323 CONTRAST STRIPE PAINT (2-COAT) LF 0.2200 7,436.00 0.000 0 324 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 1.7300 358,110.00 0.000 0 (BROKEN 36-12) 325 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 8.6300 57,734.70 0.000 0 (WARRANTY) 326 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 2.4800 421.60 0.000 0 (WARRANTY) (BROKEN 17-7) 327 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 2.4800 47,368.00 0.000 0 (WARRANTY) (BROKEN 36-12) 328 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.7800 11,793.60 0.000 0 (WARRANTY) (BROKEN 36-12) 329 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 11,130.7300 11,130.73 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 330 INDUCTIVE LOOP DETECTOR (LS) LS 51,945.0900 51,945.09 0.000 0 331 ELECTRIC SERVICE FOR IRRIGATION LS 71,261.9700 71,261.97 0.000 0 332 TRAFFIC CENSUS STATION SYSTEMS LS 723,674.5300 723,674.53 0.000 0 333 TEMPORARY CHANGEABLE MESSAGE SIGN SYSTEM LS 166,960.9500 166,960.95 0.000 0 334 FIBER OPTIC CABLE SYSTEMS LS 344,040.7500 344,040.75 0.000 0 335 MODIFYING FIBER OPTIC CABLE SYSTEMS LS 2,205,908.3100 2,205,908.31 0.000 0 336 TEMPORARY LIGHTING SYSTEMS LS 1,841,629.8700 1,841,629.87 0.000 0 337 TEMPORARY SIGNAL SYSTEMS LS 50,594.2300 50,594.23 0.000 0 338 TEMPORARY RAMP METERING SYSTEMS LS 935,993.2000 935,993.20 0.000 0 339 TEMPORARY CAMERA SYSTEMS LS 174,044.1400 174,044.14 0.000 0 340 TEMPORARY TRAFFIC MONITORING STATIONS LS 81,456.7100 81,456.71 0.000 0 341 TEMPORARY FIBER OPTIC CABLE SYSTEMS LS 865,161.2900 865,161.29 0.000 0 342 MODIFYING CAMERA SYSTEMS LS 208,954.1600 208,954.16 0.000 0 343 MODIFYING LIGHTING SYSTEMS LS 4,047,538.1800 4,047,538.18 0.000 0 PROGRAM CAS145 PAGE 14 DATE 02/24/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K62U4 TIME 06:53 AM ESTIMATE NO. 001 BID OPENING 10/21/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: WARE, ELIZABETH DATE OF THIS ESTIMATE 02/24/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 344 MODIFYING SIGN ILLUMINATION SYSTEMS LS 80,798.9800 80,798.98 0.000 0 345 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 241,840.4100 241,840.41 0.000 0 346 MODIFYING RAMP METERING SYSTEMS LS 2,428,522.9100 2,428,522.91 0.000 0 347 MODIFYING TRAFFIC MONITORING STATIONS LS 77,409.1700 77,409.17 0.000 0 348 MODIFYING CHANGEABLE MESSAGE SIGN LS 233,295.0400 233,295.04 0.000 0 SYSTEMS 349 REMOVING RAMP METERING SYSTEMS LS 78,294.5700 78,294.57 0.000 0 350 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 351 PRESTRESSING CAST-IN-PLACE CONCRETE LS 62,975.2500 62,975.25 0.000 0 PROGRAM CAS145 PAGE 15 DATE 02/24/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K62U4 TIME 06:53 AM ESTIMATE NO. 001 BID OPENING 10/21/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: WARE, ELIZABETH DATE OF THIS ESTIMATE 02/24/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 54,578.59 54,578.59 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 54,578.59 54,578.59 352 MOBILIZATION LS 13,592,000.0000 13,592,000.00 0.000 0 ORIGINAL CONTRACT AMOUNT 147,515,937.38 TOTAL WORK COMPLETED 54,578.59 54,578.59 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 54,578.59 54,578.59 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 12/10/25 980 02/03/26 02/03/26 01/08/30 8 0 0 0 0% 1% PROGRESS IS SATISFACTORY WARE, ELIZABETH RESIDENT ENGINEER