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 11/21/25 EST. NO. 042 TIME 01:16 PM R.E. NAME: WU, ADRIAN 12-0J34U4 --------------------------------------------------------------------------- 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 11/21/25 EST. NO. 042 TIME 01:16 PM R.E. NAME: WU, ADRIAN 12-0J34U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CLOSURE OPENING -28,860.00 013 ANOMALY DEDUCTION -1,000.00 016 BI 100:24" CIDH -500.00 017 CIDH FOR BENT 2R -3,500.00 023 HMA TYPE A IN-PLACE -6,335.78 026 RW 502S CIDH,EDINGER -8,000.00 026 TUSTIN BENT 2R PILE -7,500.00 026 BENT 2L, ABUTMENT 5L -10,000.00 027 CIDH PILE 8, BENT 4 -1,000.00 027 LATE OPENING NOV 07 -5,200.00 029 LATE OPENING CLOSURE -14,300.00 030 CEM4401 CY2024 -10,000.00 032 CEM4401 CY2024 10,000.00 033 OH-SIGN CIDH 6-1L -2,000.00 034 OHSS 9-1 -1,000.00 039 26A-A 31C-C -1,000.00 039 32B-B 32C-C -1,000.00 039 CIDH PILE DEDUCTION -16,000.00 042 -16,000.00 -107,195.78 TOTAL DEDUCTIONS -16,000.00 -107,195.78 PROGRAM CAS145 PAGE 1 DATE 11/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 01:16 PM ESTIMATE NO. 042 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 11/21/25 LOCATION PROGRESS ESTIMATE 12-ORA-5-29.6/29.6 ----------------- 12-ORA-55-R6.4/10.3 SECURITY PAVING COMPANY, INC. IN ORANGE COUNTY IN IRVINE, SANTA 3075 TOWNSGATE ROAD ANA, AND TUSTIN ON RTE 5 AT NEWPORT WESTLAKE VILLAGE CA 91361 AVE UNDERCROSSING AND ON RTE 55 FROM 0.4 MI NORTH OF RTE 55/405 SEP TO 0.1 MI SOUTH OF RTE 5/55 SEP FED. AID NO. ACNH-X059(84)E CONSTRUCT NORTHBOUND AUXILIARY LANE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 7,500.0000 7,500.00 1.000 7,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.750 15,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 9,600.0000 8,448,000.00 14.000 134,400.00 620.000 5,952,000 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 120,000.00 1.000 6,000.00 13.000 78,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 16,000.00 8.000 1,600 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 SAFETY QUALITY CONTROL MANAGER LS 742,000.0000 742,000.00 0.019 14,098.00 0.681 505,302 007 CONSTRUCTION AREA SIGNS LS 610,800.0000 610,800.00 0.010 6,108.00 0.689 420,841 008 TRAFFIC CONTROL SYSTEM LS 2,268,000.0000 2,268,000.00 0.010 22,680.00 0.680 1,542,240 009 TRAFFIC CONTROL SUPERVISOR DAY 1,165.0000 256,300.00 220.000 256,300 010 FLASHING ARROW SIGN EA 2,200.0000 24,200.00 10.000 22,000 011 TYPE II BARRICADE EA 75.0000 16,500.00 20.000 1,500.00 55.000 4,125 012 TYPE III BARRICADE EA 125.0000 13,750.00 10.000 1,250.00 77.000 9,625 013 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 78,750.00 50.000 2,250.00 997.000 44,865 014 PORTABLE RADAR SPEED FEEDBACK SIGN EA 40.0000 130,000.00 90.000 3,600.00 1,844.000 73,760 SYSTEM DAY 015 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 13,250.0000 13,250.00 0.100 1,325.00 0.500 6,625 016 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 5,000.0000 325,000.00 2.000 10,000.00 26.000 130,000 017 TEMPORARY RAILING (TYPE K) LF 14.7000 2,366,700.00 1,960.000 28,812.00 104,195.000 1,531,666 018 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,200.0000 124,800.00 30.000 96,000 019 TEMPORARY CRASH CUSHION MODULE EA 210.0000 291,900.00 11.000 2,310.00 750.000 157,500 020 TEMPORARY TRAFFIC SCREEN LF 5.1000 627,300.00 1,900.000 9,690.00 56,502.000 288,160 021 TEMPORARY RADAR SPEED FEEDBACK EA 4,500.0000 9,000.00 2.000 9,000 SIGN SYSTEM 022 JOB SITE MANAGEMENT LS 146,500.0000 146,500.00 0.019 2,783.50 0.681 99,766 PROGRAM CAS145 PAGE 2 DATE 11/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 01:16 PM ESTIMATE NO. 042 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 11/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 0.500 2,500 PLAN 024 RAIN EVENT ACTION PLAN EA 500.0000 32,500.00 40.000 20,000 025 STORM WATER SAMPLING AND ANALYSIS DAY EA 525.0000 10,500.00 19.000 9,975 026 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 3.000 6,000 027 TEMPORARY COVER SQYD 5.0000 30,000.00 722.000 3,610 028 TEMPORARY CHECK DAM LF 8.0000 32,640.00 54.000 432.00 2,058.500 16,468 029 TEMPORARY DRAINAGE INLET PROTECTION EA 275.0000 112,750.00 162.000 44,550 030 TEMPORARY FIBER ROLL LF 4.0000 250,000.00 17,512.000 70,048 031 TEMPORARY SILT FENCE LF 4.3000 62,780.00 757.000 3,255.10 20,139.200 86,598 032 TEMPORARY CONSTRUCTION ENTRANCE EA 4,200.0000 37,800.00 10.000 42,000 033 STREET SWEEPING LS 138,000.0000 138,000.00 0.007 966.00 0.684 94,392 034 TEMPORARY CONCRETE WASHOUT LS 131,000.0000 131,000.00 0.007 917.00 0.684 89,604 035 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 450.0000 4,500.00 10.000 4,500 036 WATER QUALITY MONITORING REPORT EA 500.0000 2,000.00 0.000 0 037 TEMPORARY CHANNEL DIVERSION SYSTEMS LS 434,000.0000 434,000.00 1.000 434,000 038 HEALTH AND SAFETY PLAN LS 7,500.0000 7,500.00 1.000 7,500 039 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 3.2000 6,752.00 0.000 0 STRIPE (HAZARDOUS WASTE) 040 TREATED WOOD WASTE LB 0.7500 158,250.00 107,852.000 80,889 041 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 042 VIBRATION MONITORING LS 143,000.0000 143,000.00 0.913 130,559 043 PHOTO AND VIDEO SURVEY OF EXISTING LS 107,000.0000 107,000.00 0.500 53,500 NON-HIGHWAY FACILITIES 044 BUILDING SURVEY AND MONITORING LS 60,000.0000 60,000.00 0.950 57,000 045 REMOVE CONCRETE (STRUCTURE) CY 285.0000 31,350.00 108.000 30,780 046 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 1.4000 166,600.00 24,645.000 34,503.00 123,959.000 173,542 047 CLEARING AND GRUBBING (LS) LS 778,000.0000 778,000.00 0.900 700,200 048 DUST PALLIATIVE LS 100,000.0000 100,000.00 0.007 700.00 0.684 68,400 049 ROADWAY EXCAVATION CY 25.8000 8,875,200.00 11,421.000 294,661.80 219,590.863 5,665,444 PROGRAM CAS145 PAGE 3 DATE 11/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 01:16 PM ESTIMATE NO. 042 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 11/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE EXCAVATION (BRIDGE) CY 174.0000 785,958.00 4,517.000 785,958 (F) 051 STRUCTURE EXCAVATION (LANE CHANNEL) CY 71.0000 1,565,905.00 22,055.000 1,565,905 (F) 052 STRUCTURE EXCAVATION (CULVERT) CY 37.2000 861,849.60 14,927.640 555,308 (F) 053 STRUCTURE EXCAVATION (RETAINING WALL) CY 49.5000 2,303,482.50 45,147.000 2,234,776 (F) 054 STRUCTURE EXCAVATION (SOUND WALL) CY 400.0000 4,800.00 12.000 4,800 (F) 055 STRUCTURE EXCAVATION (GROUND ANCHOR CY 110.0000 11,000.00 100.000 11,000 (F) WALL) 056 SAND BEDDING CY 97.0000 230,957.00 214.000 20,758.00 214.000 20,758 057 STRUCTURE BACKFILL (BRIDGE) CY 86.0000 445,824.00 214.000 18,404.00 4,504.000 387,344 (F) 058 STRUCTURE BACKFILL (CULVERT) CY 59.7000 707,922.60 10,029.010 598,731 (F) 059 STRUCTURE BACKFILL (SLURRY CEMENT) CY 190.0000 559,360.00 2,936.756 557,983 (F) 060 STRUCTURE BACKFILL (RETAINING WALL) CY 64.7500 2,440,427.50 648.000 41,958.00 32,090.000 2,077,827 (F) 061 STRUCTURE BACKFILL (SOUND WALL) CY 291.0000 2,328.00 8.000 2,328 (F) 062 STRUCTURE BACKFILL (LANE CHANNEL) CY 36.0000 271,872.00 7,552.000 271,872 (F) 063 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 376.0000 3,384.00 0.000 0 (F) 064 PERVIOUS BACKFILL MATERIAL CY 100.0000 499,800.00 4,998.000 499,800 (F) 065 PERVIOUS BACKFILL MATERIAL (RETAINING CY 171.0000 117,135.00 573.000 97,983 (F) WALL) 066 DITCH EXCAVATION CY 37.0000 51,060.00 0.000 0 067 IMPORTED BORROW (CY) CY 13.0000 1,160,900.00 2,053.000 26,689.00 52,443.550 681,766 068 LIGHTWEIGHT FILL (EPS BLOCK) CY 304.0000 6,682,832.00 1,659.000 504,336.00 1,759.000 534,736 069 GASOLINE RESISTANT GEOMEMBRANE SQYD 41.3500 768,944.60 1,598.000 66,077.30 1,598.000 66,077 070 PLANTING LUMP SUM LS 2,112,000.0000 2,112,000.00 0.000 0 071 2" GALVANIZED STEEL PIPE LF 66.0000 25,278.00 191.000 12,606 (F) (SUPPLY LINE ON BRIDGE) 072 3" GALVANIZED STEEL PIPE LF 115.5000 26,796.00 232.000 26,796 (F) (SUPPLY LINE ON BRIDGE) 073 IRRIGATION LUMP SUM LS 1,844,400.0000 1,844,400.00 0.015 27,666 074 FINISHING ROADWAY LS 133,600.0000 133,600.00 0.000 0 075 CLASS 2 AGGREGATE SUBBASE CY 29.7000 2,132,460.00 5,571.050 165,460.19 54,398.054 1,615,622 076 CLASS 4 AGGREGATE SUBBASE CY 54.8500 58,141.00 257.420 14,119 PROGRAM CAS145 PAGE 4 DATE 11/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 01:16 PM ESTIMATE NO. 042 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 11/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CLASS 2 AGGREGATE BASE (CY) CY 43.1000 2,185,170.00 2,918.850 125,802.44 29,224.191 1,259,562 078 ASPHALT-RUBBER BINDER TON 1,060.0000 6,360.00 0.000 0 079 PRECOATED AGGREGATE (SEAL COAT) TON 530.0000 20,670.00 0.000 0 080 HOT MIX ASPHALT (TYPE A) TON 88.1500 18,158,900.00 5,168.910 455,639.42 104,084.520 9,175,050 081 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 125.5000 3,112,400.00 0.000 0 082 PLACE HOT MIX ASPHALT DIKE LF 3.6500 44,165.00 0.000 0 083 PLACE HOT MIX ASPHALT SQYD 110.0000 1,650.00 0.000 0 (MISCELLANEOUS AREA) 084 TACK COAT TON 900.0000 540,000.00 106.743 96,068 085 REMOVE ASPHALT CONCRETE DIKE LF 2.5000 41,000.00 1,847.000 4,617.50 5,851.000 14,627 086 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.4500 269,610.00 7,969.333 51,402 087 JOINTED PLAIN CONCRETE PAVEMENT CY 312.0000 4,648,800.00 1,931.000 602,472.00 5,851.010 1,825,515 088 JOINTED PLAIN CONCRETE PAVEMENT CY 677.0000 561,910.00 571.300 386,770 (RSC) 089 DRILL AND BOND (DOWEL BAR) EA 25.0000 45,000.00 73.000 1,825 090 DRILL AND BOND (TIE BAR) EA 18.0000 131,760.00 179.000 3,222 091 JOINT SEAL (SILICONE) LF 20.0000 2,800.00 0.000 0 092 ISOLATION JOINT SEAL (SILICONE) LF 13.8000 229,080.00 0.000 0 093 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 11.0000 143,000.00 993.000 10,923.00 5,203.900 57,242 094 GRIND EXISTING CONCRETE SQYD 5.1500 106,090.00 0.000 0 PAVEMENT 095 GROUND ANCHOR (SUBHORIZONTAL) EA 6,890.0000 261,820.00 18.000 124,020.00 37.000 254,930 096 FURNISH STEEL PILING (HP 12 X 84) LF 92.0000 411,700.00 4,475.000 411,700 097 DRIVE STEEL PILE (HP 12 X 84) EA 1,470.0000 123,480.00 84.000 123,480 098 FURNISH STEEL PILING (HP 14 X 89) LF 102.0000 642,906.00 6,303.000 642,906 099 DRIVE STEEL PILE (HP 14 X 89) EA 1,456.0000 205,296.00 141.000 205,296 100 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 143.0000 2,383,810.00 16,223.370 2,319,941 101 16" CAST-IN-DRILLED-HOLE CONCRETE LF 90.7500 35,392.50 415.750 37,729 PILING (SOUND WALL) 102 54" CAST-IN-DRILLED-HOLE CONCRETE LF 1,000.0000 330,000.00 258.680 258,680 PILE (SIGN FOUNDATION) 103 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,120.0000 683,200.00 446.000 499,520 PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 5 DATE 11/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 01:16 PM ESTIMATE NO. 042 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 11/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 579.0000 564,525.00 943.000 545,997 (F) 105 STRUCTURAL CONCRETE, BRIDGE CY 891.0000 1,590,435.00 279.000 248,589.00 1,698.000 1,512,918 (F) 106 STRUCTURAL CONCRETE, BRIDGE CY 891.0000 853,578.00 110.000 98,010.00 493.000 439,263 (F) (POLYMER FIBER) 107 STRUCTURAL CONCRETE, RETAINING WALL CY 657.0000 8,084,385.00 11,576.500 7,605,760 (F) 108 STRUCTURAL CONCRETE, SOUND WALL CY 758.0000 34,110.00 45.000 34,110 (F) 109 STRUCTURAL CONCRETE, BARRIER SLAB CY 640.0000 495,360.00 0.000 0 (F) 110 STRUCTURAL CONCRETE, LOAD CY 548.0000 729,388.00 0.000 0 (F) DISTRIBUTION SLAB 111 STRUCTURAL CONCRETE, APPROACH SLAB CY 941.0000 416,863.00 169.000 159,029 (F) (TYPE N) 112 STRUCTURAL CONCRETE, APPROACH SLAB CY 923.0000 282,438.00 20.000 18,460.00 112.000 103,376 (TYPE R) 113 STRUCTURAL CONCRETE, BOX CULVERT CY 900.0000 3,826,800.00 2,869.710 2,582,739 (F) 114 STRUCTURAL CONCRETE, LANE CHANNEL CY 756.0000 4,250,988.00 5,623.000 4,250,988 (F) 115 STRUCTURAL CONCRETE, HEADWALL CY 2,014.0000 151,050.00 5.300 10,674.20 75.000 151,050 (F) 116 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,395.0000 1,954,320.00 21.300 51,013.50 507.100 1,214,504 (F) 117 MINOR CONCRETE (MINOR STRUCTURE) CY 819.0000 308,763.00 21.900 17,936.10 136.800 112,039 (F) 118 ARCHITECTURAL TREATMENT SQFT 16.0000 125,536.00 6,556.000 104,896 (F) 119 ARCHITECTURAL SURFACE (BARRIER) EA 130.0000 94,640.00 0.000 0 (F) 120 FRACTURED RIB TEXTURE SQFT 2.5000 174,182.50 67,289.000 168,222 (F) 121 DRILL AND BOND DOWEL LF 41.5000 25,522.50 269.000 11,163 122 CLEAN EXPANSION JOINT LF 36.0000 27,900.00 0.000 0 123 FURNISH PRECAST PRESTRESSED CONCRETE EA 16,430.0000 180,730.00 11.000 180,730 GIRDER (20'-30') 124 FURNISH PRECAST PRESTRESSED CONCRETE EA 16,430.0000 230,020.00 7.000 115,010 GIRDER (30'-40') 125 FURNISH PRECAST PRESTRESSED CONCRETE EA 16,430.0000 115,010.00 0.000 0 GIRDER (40'-50') 126 FURNISH PRECAST PRESTRESSED CONCRETE EA 16,430.0000 230,020.00 9.000 147,870 GIRDER (60'-70') 127 FURNISH PRECAST PRESTRESSED CONCRETE EA 16,430.0000 32,860.00 0.000 0 GIRDER (70'-80') 128 FURNISH PRECAST PRESTRESSED CONCRETE EA 16,430.0000 147,870.00 9.000 147,870 GIRDER (80'-90') 129 FURNISH PRECAST PRESTRESSED EA 28,620.0000 57,240.00 2.000 57,240 CONCRETE BOX GIRDER (20'-30') 130 FURNISH PRECAST PRESTRESSED CONCRETE BOX EA 28,620.0000 57,240.00 2.000 57,240 GIRDER (50'-60') PROGRAM CAS145 PAGE 6 DATE 11/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 01:16 PM ESTIMATE NO. 042 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 11/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 ERECT PRECAST PRESTRESSED CONCRETE EA 4,240.0000 241,680.00 36.000 152,640 GIRDER 132 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 5,830.0000 23,320.00 4.000 23,320 GIRDER 133 JOINT SEAL (MR 1/2") LF 177.0000 3,540.00 0.000 0 134 JOINT SEAL (MR 1") LF 119.0000 126,973.00 0.000 0 135 BAR REINFORCING STEEL (BRIDGE) LB 1.8300 2,494,279.02 1,126,693.000 2,061,848 (F) 136 BAR REINFORCING STEEL (RETAINING WALL) LB 1.6100 2,663,777.20 10,261.000 16,520.21 1,654,520.000 2,663,777 (F) 137 BAR REINFORCING STEEL (SOUND WALL) LB 5.4500 23,560.35 4,323.000 23,560 (F) 138 BAR REINFORCING STEEL (BOX CULVERT) LB 1.3500 994,964.85 461,847.530 623,494 (F) 139 BAR REINFORCING STEEL (LANE CHANNEL) LB 1.4300 2,008,875.44 1,404,808.000 2,008,875 (F) 140 BAR REINFORCING STEEL (EPOXY COATED) LB 1.8500 48,880.70 26,422.000 48,880 (F) (BRIDGE) 141 BAR REINFORCING STEEL (GALVANIZED) LB 4.0500 13,802.40 3,408.000 13,802 (F) 142 HEADED BAR REINFORCEMENT EA 14.5000 464.00 32.000 464 143 STRUCTURAL SHOTCRETE CY 1,700.0000 102,000.00 30.000 51,000.00 60.000 102,000 144 FURNISH SIGN STRUCTURE (TRUSS) LB 4.9000 2,310,727.30 450,376.000 2,206,842 (F) 145 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3500 164,954.65 314,934.000 110,226 (F) 146 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 8.6000 138,503.00 0.000 0 (F) WITHOUT WALKWAY) 147 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 0.7000 11,273.50 0.000 0 (F) WITHOUT WALKWAY) 148 REMOVE PEDESTRIAN BARRICADE EA 750.0000 9,750.00 0.000 0 149 REMOVE SIGN STRUCTURE WALKWAY (EA) EA 3,400.0000 6,800.00 0.000 0 150 REMOVE SIGN STRUCTURE (EA) EA 4,470.0000 151,980.00 18.000 80,460 151 REMOVE BRIDGE MOUNTED SIGN EA 2,500.0000 7,500.00 0.000 0 152 MODIFY SIGN STRUCTURE EA 13,250.0000 13,250.00 0.000 0 (SAFETY CABLE RETROFIT) 153 PEDESTRIAN BARRICADE EA 4,000.0000 96,000.00 0.000 0 154 SOUND WALL (MASONRY BLOCK) SQFT 27.8000 345,303.80 6,464.000 179,699 (F) 155 RENEWABLE DIESEL REPORT EA 500.0000 8,000.00 6.000 3,000 156 REMOVE RETAINING WALL (LF) LF 111.0000 380,730.00 2,907.000 322,677 157 REMOVE CONCRETE DECK SURFACE SQFT 47.7000 17,505.90 0.000 0 PROGRAM CAS145 PAGE 7 DATE 11/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 01:16 PM ESTIMATE NO. 042 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 11/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.8000 5,997.60 0.000 0 159 REFINISH BRIDGE DECK SQFT 27.6000 19,071.60 0.000 0 160 FURNISH POLYESTER CONCRETE OVERLAY CF 76.3000 219,972.90 0.000 0 161 PLACE POLYESTER CONCRETE OVERLAY SQFT 3.6000 26,989.20 0.000 0 (F) 162 BRIDGE REMOVAL (PORTION), LOCATION A LS 62,500.0000 62,500.00 1.000 62,500 163 BRIDGE REMOVAL (PORTION), LOCATION B LS 129,300.0000 129,300.00 1.000 129,300 164 BRIDGE REMOVAL (PORTION), LOCATION C LS 114,500.0000 114,500.00 1.000 114,500 165 BRIDGE REMOVAL (PORTION), LOCATION D LS 79,500.0000 79,500.00 1.000 79,500 166 BRIDGE AND GROUND ANCHOR WALL LS 50,000.0000 50,000.00 1.000 50,000 MONITORING 167 BRIDGE MONITORING LS 50,000.0000 50,000.00 0.500 25,000 168 REMOVE RETAINING WALL (PORTION), LS 26,500.0000 26,500.00 1.000 26,500 LOCATION A 169 REMOVE RETAINING WALL (PORTION), LS 10,600.0000 10,600.00 1.000 10,600 LOCATION B 170 18" ALTERNATIVE PIPE CULVERT LF 88.0000 57,200.00 115.200 10,137 171 24" ALTERNATIVE PIPE CULVERT LF 138.0000 103,500.00 727.510 100,396 172 18" ALTERNATIVE SLOTTED PIPE LF 207.0000 149,040.00 65.000 13,455.00 140.000 28,980 173 GROSS SOLIDS REMOVAL DEVICE LINEAR EA 158,000.0000 158,000.00 0.000 0 RADIAL TYPE LR-2 (4) 174 GROSS SOLIDS REMOVAL DEVICE LINEAR EA 197,000.0000 197,000.00 0.000 0 RADIAL TYPE LR-3 (8) 175 66" REINFORCED CONCRETE PIPE LF 442.0000 1,025,440.00 1,565.000 691,730 176 18" REINFORCED CONCRETE PIPE (CLASS IV) LF 110.0000 410,300.00 112.400 12,364.00 2,421.700 266,387 177 24" REINFORCED CONCRETE PIPE (CLASS IV) LF 114.0000 1,311,000.00 109.100 12,437.40 7,882.700 898,627 178 30" REINFORCED CONCRETE PIPE (CLASS IV) LF 166.0000 683,920.00 3,800.200 630,833 179 36" REINFORCED CONCRETE PIPE (CLASS IV) LF 200.0000 330,000.00 1,275.600 255,120 180 48" REINFORCED CONCRETE PIPE (CLASS IV) LF 354.0000 56,640.00 40.600 14,372 181 54" REINFORCED CONCRETE PIPE (CLASS IV) LF 366.0000 146,400.00 398.200 145,741 182 60" REINFORCED CONCRETE PIPE (CLASS IV) LF 413.0000 470,820.00 1,144.000 472,472 183 42" REINFORCED CONCRETE PIPE (CLASS V) LF 289.0000 210,970.00 190.000 54,910 184 14"X23" OVAL SHAPED REINFORCED LF 213.0000 117,150.00 543.800 115,829 CONCRETE PIPE (CLASS IV) PROGRAM CAS145 PAGE 8 DATE 11/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 01:16 PM ESTIMATE NO. 042 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 11/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 19"X30" OVAL SHAPED REINFORCED LF 225.0000 101,250.00 39.900 8,977.50 440.200 99,045 CONCRETE PIPE (CLASS IV) 186 4" PLASTIC PIPE UNDERDRAIN LF 43.0000 13,502.00 99.000 4,257.00 99.000 4,257 187 4" SLOTTED PLASTIC PIPE LF 27.9000 25,947.00 188.000 5,245.20 188.000 5,245 188 GEOCOMPOSITE DRAIN SQFT 6.5000 138,658.00 5,372.000 34,918.00 5,438.000 35,347 189 DRAINAGE INLET MARKER EA 530.0000 7,950.00 0.000 0 190 18" CORRUGATED STEEL PIPE RISER LF 212.0000 1,908.00 8.500 1,802 (.079" THICK) 191 WELDED STEEL PIPE CASING (BRIDGE) LF 140.0000 21,840.00 148.000 20,720 192 18" CONCRETE FLARED END SECTION EA 2,088.0000 4,176.00 0.000 0 193 24" CONCRETE FLARED END SECTION EA 2,205.0000 19,845.00 0.000 0 194 18" ALTERNATIVE FLARED END SECTION EA 689.0000 689.00 0.000 0 195 24" ALTERNATIVE FLARED END SECTION EA 742.0000 2,226.00 0.000 0 196 36" PRECAST CONCRETE PIPE INLET LF 424.0000 14,840.00 8.600 3,646.40 23.610 10,010 197 36" PRECAST CONCRETE PIPE MANHOLE LF 392.0000 19,600.00 4.100 1,607.20 17.600 6,899 198 ABANDON CULVERT (LF) LF 31.0000 17,670.00 0.000 0 199 REMOVE GRATED LINE DRAIN LF 37.0000 25,160.00 550.000 20,350 200 REMOVE OVERSIDE DRAIN EA 1,272.0000 5,088.00 0.000 0 201 REMOVE CULVERT (LF) LF 50.0000 800,000.00 218.000 10,900.00 9,563.600 478,180 202 REMOVE REINFORCED CONCRETE BOX CULVERT CY 109.0000 281,220.00 1,625.400 177,168 (CY) 203 REMOVE INLET EA 1,485.0000 222,750.00 66.000 98,010 204 REMOVE HEADWALL EA 1,485.0000 22,275.00 11.000 16,335 205 REMOVE MANHOLE EA 2,915.0000 29,150.00 8.000 23,320 206 REMOVE CONCRETE FLARED END SECTION (EA) EA 635.0000 7,620.00 0.000 0 207 ADJUST INLET EA 2,860.0000 34,320.00 6.000 17,160 208 ADJUST MANHOLE TO GRADE EA 1,930.0000 9,650.00 0.000 0 209 REMOVE CONCRETE (CHANNEL) CY 36.0000 243,000.00 2,506.900 90,248 210 CAP INLET EA 1,910.0000 9,550.00 1.000 1,910 211 CAP MANHOLE EA 1,910.0000 3,820.00 1.000 1,910 PROGRAM CAS145 PAGE 9 DATE 11/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 01:16 PM ESTIMATE NO. 042 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 11/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 SAND BACKFILL CY 223.0000 21,854.00 10.000 2,230 213 REMOVE SLOPE PAVING (SQYD) SQYD 47.0000 11,562.00 224.000 10,528 214 CONCRETE (CONCRETE APRON) CY 1,400.0000 5,600.00 1.400 1,960 215 SLOPE PAVING (CONCRETE) CY 1,647.0000 130,113.00 0.000 0 216 ROCK SLOPE PROTECTION CY 200.0000 24,000.00 21.000 4,200 (150 LB, CLASS III, METHOD B) (CY) 217 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 7.0000 3,500.00 49.390 345 218 MINOR CONCRETE (GUTTER) (LF) LF 42.4000 16,705.60 0.000 0 219 DETECTABLE WARNING SURFACE SQFT 37.0000 7,770.00 12.000 444.00 91.000 3,367 220 MINOR CONCRETE (MISCELLANEOUS CY 827.0000 2,613,320.00 76.000 62,852.00 975.277 806,554 CONSTRUCTION) 221 MINOR CONCRETE CY 1,033.0000 45,452.00 39.120 40,410 (MISCELLANEOUS CONSTRUCTION) (RAPID STRENGTH) 222 REMOVE CONCRETE SQYD 12.2000 37,332.00 1,725.100 21,046 (SIDEWALK, DRIVEWAY AND ISLAND) 223 REMOVE CONCRETE (CURB AND GUTTER) LF 5.4000 118,260.00 2,230.000 12,042.00 10,877.000 58,735 224 PRE/POST CONSTRUCTION SURVEYS EA 950.0000 18,050.00 9.000 8,550 225 MISCELLANEOUS IRON AND STEEL LB 4.0000 521,596.00 1,956.000 7,824.00 7,867.000 31,468 (F) 226 MISCELLANEOUS METAL (BRIDGE) LB 15.9000 7,950.00 0.000 0 (F) 227 TEMPORARY SIGNAL SYSTEMS (CITY) LS 530,000.0000 530,000.00 0.007 3,710.00 0.286 151,580 228 MODIFY SIGNAL AND LIGHTING SYSTEMS LS 344,600.0000 344,600.00 0.014 4,824.40 0.438 150,934 (CITY) 229 LIGHTING (CITY STREET) LS 93,600.0000 93,600.00 0.174 16,286 230 ADJUST ACCESS BOX FRAME AND COVER EA 1,800.0000 28,800.00 8.000 14,400 (UTILITY) 231 ADJUST MANHOLE FRAME AND COVER EA 1,000.0000 8,000.00 6.000 6,000 (UTILITY) 232 TEMPORARY FENCE (TYPE CL-6) LF 21.0000 352,800.00 13,372.000 280,812 233 CHAIN LINK FENCE (TYPE CL-4) LF 23.2000 320,160.00 4,280.540 99,308 234 CHAIN LINK FENCE (TYPE CL-6) LF 47.7500 339,980.00 557.000 26,596 235 CHAIN LINK FENCE (TYPE CL-6 MODIFIED) LF 52.7500 151,392.50 -868.000 -45,787.00 2,603.500 137,334 236 4' CHAIN LINK GATE (TYPE CL-6) EA 2,200.0000 15,400.00 1.000 2,200 237 4' CHAIN LINK GATE (TYPE CL-6 MODIFIED) EA 2,350.0000 4,700.00 1.000 2,350 PROGRAM CAS145 PAGE 10 DATE 11/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 01:16 PM ESTIMATE NO. 042 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 11/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 238 10' CHAIN LINK GATE (DOUBLE GATE) EA 3,155.0000 3,155.00 0.000 0 (TYPE CL-6 MODIFIED) 239 REMOVE CHAIN LINK FENCE LF 7.0000 182,000.00 48.000 336.00 17,550.000 122,850 240 REMOVE GATE EA 110.0000 2,310.00 10.000 1,100 241 REMOVE PAVEMENT MARKER EA 1.1000 85,030.00 11,745.000 12,919 242 DELINEATOR (CLASS 1) EA 53.0000 12,720.00 0.000 0 243 GUARD RAILING DELINEATOR EA 34.0000 952.00 16.000 544 244 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.4000 67,440.00 39.000 93.60 8,776.000 21,062 245 OBJECT MARKER (TYPE L-1) EA 170.0000 14,790.00 0.000 0 246 REMOVE ROADSIDE SIGN EA 159.0000 69,960.00 0.000 0 247 REMOVE SIGN FROM SIGN FRAME EA 317.0000 3,170.00 0.000 0 248 REMOVE SIGN PANEL EA 795.0000 2,385.00 0.000 0 249 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 19.2000 13,440.00 697.500 13,392.00 697.500 13,392 250 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 27.0000 402,300.00 9,629.170 259,987.59 10,350.840 279,472 251 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 28.1000 2,810.00 0.000 0 252 FURNISH LAMINATED PANEL SIGN SQFT 30.7500 12,607.50 0.000 0 (2 1/2"-TYPE H) 253 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.3000 39,437.00 0.000 0 (0.063"-UNFRAMED) 254 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.7500 34,662.50 0.000 0 (0.080"-UNFRAMED) 255 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.8000 27,824.00 0.000 0 (0.063"-FRAMED) 256 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.3500 14,125.50 0.000 0 (0.080"-FRAMED) 257 METAL (ROADSIDE SIGN) LB 3.7000 22,940.00 0.000 0 258 METAL (BARRIER MOUNTED SIGN) LB 15.9000 100,488.00 0.000 0 259 METAL (WALL MOUNTED SIGN) LB 31.8000 70,278.00 0.000 0 260 ROADSIDE SIGN - ONE POST EA 398.0000 115,420.00 0.000 0 261 ROADSIDE SIGN - TWO POST EA 1,060.0000 57,240.00 0.000 0 262 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 132.5000 19,875.00 0.000 0 METHOD) 263 INSTALL SIGN OVERLAY SQFT 310.0000 40,300.00 0.000 0 264 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 310.0000 548,700.00 800.000 248,000 PROGRAM CAS145 PAGE 11 DATE 11/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 01:16 PM ESTIMATE NO. 042 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 11/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 265 INSTALL ROADSIDE SIGN EA 8,500.0000 25,500.00 0.000 0 (LAMINATED WOOD BOX POST) 266 FURNISH LAMINATED WOOD BOX POST (TYPE L) EA 3,870.0000 108,360.00 0.000 0 267 FURNISH LAMINATED WOOD BOX POST (TYPE M) EA 3,500.0000 126,000.00 0.000 0 268 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 73.0000 96,360.00 325.000 23,725 269 VEGETATION CONTROL (MINOR CONCRETE) SQYD 68.0000 49,640.00 0.000 0 270 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 255.0000 21,420.00 0.000 0 (F) 271 CABLE RAILING LF 185.5000 1,162,157.50 5,687.800 1,055,086 (F) 272 TRANSITION RAILING (TYPE WB-31) EA 5,300.0000 10,600.00 0.000 0 273 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,270.0000 6,350.00 1.000 1,270 274 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,100.0000 35,700.00 2.000 10,200 275 SEVERE-DUTY CRASH CUSHION EA 46,600.0000 932,000.00 4.700 219,020 276 CONCRETE BARRIER (TYPE 60M) LF 108.0000 241,920.00 20.000 2,160 277 CONCRETE BARRIER (TYPE 60MC) LF 97.0000 486,940.00 0.000 0 278 CONCRETE BARRIER (TYPE 60MD) LF 83.4000 94,742.40 317.000 26,437 279 CONCRETE BARRIER (TYPE 60MF) LF 286.0000 120,120.00 0.000 0 280 CONCRETE BARRIER (TYPE 60MG) LF 134.0000 45,560.00 105.750 14,170 281 CONCRETE BARRIER (TYPE 60MGC) LF 223.0000 24,530.00 0.000 0 282 CONCRETE BARRIER (TYPE 60MGF) LF 301.0000 418,390.00 741.000 223,041 283 CONCRETE BARRIER (TYPE 60MS) LF 104.0000 1,331,200.00 135.000 14,040.00 5,752.990 598,310 284 CONCRETE BARRIER (TYPE 60MSC) LF 146.0000 1,321,300.00 3,858.140 563,288 285 CONCRETE BARRIER (TYPE 60MP) LF 213.0000 16,401.00 0.000 0 286 CONCRETE BARRIER (TYPE 60MCP) LF 291.0000 32,010.00 0.000 0 287 CONCRETE BARRIER (TYPE 60MGD) LF 206.0000 6,798.00 29.000 5,974 288 CONCRETE BARRIER (TYPE 60PR) LF 275.0000 35,750.00 0.000 0 289 CONCRETE BARRIER (TYPE 60MA MODIFIED) LF 142.0000 109,766.00 0.000 0 (F) 290 CONCRETE BARRIER (TYPE 836) LF 117.0000 138,996.00 447.000 52,299.00 619.000 72,423 (F) 291 CONCRETE BARRIER (TYPE 836A) LF 118.0000 1,053,032.00 443.000 52,274.00 8,209.000 968,662 (F) PROGRAM CAS145 PAGE 12 DATE 11/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 01:16 PM ESTIMATE NO. 042 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 11/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 292 CONCRETE BARRIER (TYPE 836B) LF 191.0000 12,224.00 0.000 0 (F) 293 CONCRETE BARRIER (TYPE 836 MODIFIED) LF 165.0000 31,680.00 0.000 0 (F) 294 CONCRETE BARRIER (TYPE 842) LF 161.0000 35,259.00 0.000 0 (F) 295 CONCRETE BARRIER (TYPE 842A) LF 301.0000 10,836.00 0.000 0 (F) 296 REMOVE GUARDRAIL LF 14.3000 190,190.00 11,911.600 170,335 297 REMOVE CABLE RAILING LF 77.4000 11,610.00 0.000 0 298 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 299 REMOVE CONCRETE BARRIER LF 27.2000 519,520.00 8,795.000 239,224 300 REMOVE CRASH CUSHION EA 2,650.0000 7,950.00 2.000 5,300 301 REMOVE CRASH CUSHION (SAND FILLED) EA 132.5000 1,855.00 14.000 1,855 302 CONCRETE BARRIER (TYPE 842 MODIFIED 1) LF 140.0000 36,680.00 0.000 0 (F) 303 CONCRETE BARRIER (TYPE 842 MODIFIED 2) LF 135.0000 74,250.00 0.000 0 (F) 304 THERMOPLASTIC TRAFFIC STRIPE LF 2.0500 401,800.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 305 THERMOPLASTIC PAVEMENT MARKING SQFT 7.9000 154,840.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 306 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2800 174,160.00 4,700.000 1,316.00 399,060.000 111,736 307 PAINT PAVEMENT MARKING (2-COAT) SQFT 9.7000 52,380.00 3,255.000 31,573 308 REMOVE PAINTED TRAFFIC STRIPE LF 0.1800 111,960.00 950.000 171.00 38,997.000 7,019 309 REMOVE PAINTED PAVEMENT MARKING SQFT 1.4000 7,560.00 435.000 609 310 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6200 125,860.00 149,474.000 92,673 311 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.9500 3,569.50 809.000 2,386 312 CONTRAST STRIPE THERMOPLASTIC LF 0.8000 127,200.00 0.000 0 313 TRAFFIC STRIPE TAPE (WARRANTY) LF 2.8000 795,200.00 0.000 0 314 ELECTRIC SERVICE FOR IRRIGATION LS 269,400.0000 269,400.00 0.004 1,077.60 0.798 214,981 315 RAMP METERING SYSTEM LS 1,823,500.0000 1,823,500.00 0.028 51,058.00 0.459 836,986 316 COMMUNICATION SYSTEMS LS 6,316,000.0000 6,316,000.00 0.048 303,168.00 0.372 2,349,552 317 TEMPORARY LIGHTING SYSTEMS LS 4,904,600.0000 4,904,600.00 0.037 181,470.20 0.349 1,711,705 318 TEMPORARY SIGNAL SYSTEMS LS 1,115,700.0000 1,115,700.00 0.027 30,123.90 0.752 839,006 PROGRAM CAS145 PAGE 13 DATE 11/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 01:16 PM ESTIMATE NO. 042 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 11/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 319 TEMPORARY RAMP METERING SYSTEMS LS 1,892,400.0000 1,892,400.00 0.001 1,892.40 0.437 826,978 320 TEMPORARY COMMUNICATION SYSTEMS LS 385,000.0000 385,000.00 0.838 322,630 321 MODIFYING LIGHTING SYSTEMS LS 4,812,000.0000 4,812,000.00 0.016 76,992.00 0.560 2,694,720 322 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 990,600.0000 990,600.00 0.024 23,774.40 0.633 627,049 323 REMOVING LIGHTING SYSTEMS LS 237,700.0000 237,700.00 0.612 145,472.40 0.739 175,660 324 REMOVING SIGNAL AND LIGHTING SYSTEMS LS 63,300.0000 63,300.00 0.135 8,545 325 REMOVING RAMP METERING SYSTEMS LS 22,200.0000 22,200.00 0.006 133 326 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 327 72" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,215.0000 243,000.00 85.000 103,275 (SIGN FOUNDATION) 328 78" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,320.0000 112,200.00 28.000 36,960.00 28.000 36,960 (SIGN FOUNDATION) 329 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 5.2500 4,184,250.00 337,339.000 1,771,029 330 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.3500 278,950.00 127,552.000 44,643 331 ALUMINUM WALKWAY GRATING SQFT 97.5000 555,750.00 580.000 56,550 (VERSATILE TRUSS) PROGRAM CAS145 PAGE 14 DATE 11/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 01:16 PM ESTIMATE NO. 042 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 11/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,661,216.45 104,683,540.90 ADJUSTMENT OF COMPENSATION 0.00 74,384.18 EXTRA WORK 0.00 5,810,133.13 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,661,216.45 110,568,058.21 332 MOBILIZATION LS 11,430,000.0000 11,430,000.00 1.000 11,430,000 ORIGINAL CONTRACT AMOUNT 193,587,475.71 TOTAL WORK COMPLETED 4,661,216.45 121,998,058.21 MATERIALS ON HAND ON SITE -172,757.36 4,899,838.93 DEDUCTIONS -16,000.00 -107,195.78 TOTAL 4,472,459.09 126,790,701.36 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 06/16/22 880 08/10/22 08/10/22 03/29/28 599 216 54 0 61% 64% PROGRESS IS SATISFACTORY WU, ADRIAN RESIDENT ENGINEER