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 02/23/26 EST. NO. 045 TIME 02:58 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 --------------------------------------------------------------------------- 001 0610 775.47 E.W. @ F.A.(+) 101625 N 1616.0 0611 331.25 101625 N 1617.0 0612 2,859.76 101525 N 1619.0 0613 4,897.98 102225 N 1620.0 0614 1,758.56 102025 N 1621.0 0615 879.28 102025 N 1622.0 0616 4,563.73 042325 N 1401.0 0617 3,284.19 081125 N 1555.0 0618 7,601.30 092425 N 1591.0 0619 3,942.48 100225 N 1592.0 0620 3,642.26 100225 N 1593.0 0621 8,195.91 103125 N 1599.0 0622 1,344.54 111625 N 1605.0 0623 1,318.92 110625 N 1606.0 0624 901.47 110725 N 1607.0 0625 10,067.25 102425 N 1608.0 0626 217.42 101325 N 1612.0 0627 1,215.02 101725 N 1614.0 0628 1,946.76 051925 N 1442.0 0629 2,524.72 092425 N 1580.0 0630 3,440.13 110325 N 1623.0 0631 1,036.44 111025 N 1624.0 0632 3,517.11 111725 N 1628.0 0633 1,960.84 111825 N 1630.0 0634 1,285.34 111825 N 1631.0 0635 3,333.54 111925 N 1632.0 0636 3,441.89 111925 N 1633.0 0637 584.99 112025 N 1634.0 0638 411.02 112425 N 1637.0 0639 1,242.05 112425 N 1638.0 0640 922.12 120225 N 1641.0 0641 1,019.02 112425 N 1643.0 0642 1,705.15 113025 N 1645.0 0643 4,892.47 112025 N 1635.0 0644 3,013.42 121825 N 1669.0 0645 661.50 120125 N 1670.0 0648 3,497.53 121025 N 1673.0 0650 918.19 122625 N 1687.0 0651 876.42 123025 N 1688.0 0652 618.65 123025 N 1689.0 0653 1,927.80 112425 N 1695.0 0654 7,642.87 120925 N 1697.0 0655 2,753.23 010726 N 1699.0 0657 2,876.97 011226 N 1701.0 0658 879.28 011426 N 1702.0 0660 2,088.69 011526 N 1704.0 0661 17,819.28 121025 N 1705.0 0662 9,265.98 121525 N 1706.0 0663 2,427.75 042024 N 1223.0 0664 2,472.39 072125 N 1548.0 0665 4,850.65 112525 N 1639.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 02/23/26 EST. NO. 045 TIME 02:58 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 --------------------------------------------------------------------------- 0666 5,275.32 112525 N 1644.0 0667 626.43 122325 N 1682.0 0668 267.37 122425 N 1683.0 0669 1,757.48 122925 N 1685.0 0670 9,642.16 121125 N 1711.0 0672 879.28 011626 N 1713.0 0674 1,410.49 012626 N 1715.0 0676 22,032.25 011226 N 1718.0 0677 3,517.11 012026 N 1719.0 005 0201 1,712.01 E.W. @ F.A.(+) 122625 N 1686.0 0202 1,555.89 122325 N 1681.0 0203 2,651.42 122425 N 1684.0 025 0067 1,292.08 E.W. @ F.A.(+) 022724 N 1698.0 029 0031 1,773.23 E.W. @ F.A.(+) 010826 N 1692.0 053 0029 3,637.08 E.W. @ F.A.(+) 123125 N 1690.0 0030 939.41 010226 N 1691.0 0031 3,405.20 022725 N 1410.0 0032 3,296.46 022825 N 1411.0 055 0037 910.83 E.W. @ F.A.(+) 073124 N 1708.0 072 0004 3,609.77 E.W. @ F.A.(+) 121925 N 1696.0 0005 9,068.58 121725 N 1707.0 077 0003 5,472.36 E.W. @ F.A.(+) 062725 N 1486.0 240,383.19 TOTAL THIS ESTIMATE 5,970,623.66 TOTAL PREVIOUS ESTIMATE 6,211,006.85 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 02/23/26 EST. NO. 045 TIME 02:58 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 DS 92 DEDUCT -22,658.00 043 CEM4401 CY2025 -10,000.00 045 -10,000.00 -139,853.78 TOTAL DEDUCTIONS -10,000.00 -139,853.78 PROGRAM CAS145 PAGE 1 DATE 02/23/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 02:58 PM ESTIMATE NO. 045 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 02/20/26 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 02/23/26 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 11.000 105,600.00 649.000 6,230,400 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 120,000.00 1.000 6,000.00 14.000 84,000 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 0.017 12,614.00 0.730 541,660 007 CONSTRUCTION AREA SIGNS LS 610,800.0000 610,800.00 0.017 10,383.60 0.734 448,327 008 TRAFFIC CONTROL SYSTEM LS 2,268,000.0000 2,268,000.00 0.017 38,556.00 0.734 1,664,712 009 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 11.000 24,200 011 TYPE II BARRICADE EA 75.0000 16,500.00 55.000 4,125 012 TYPE III BARRICADE EA 125.0000 13,750.00 77.000 9,625 013 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 78,750.00 55.000 2,475.00 1,081.000 48,645 014 PORTABLE RADAR SPEED FEEDBACK SIGN EA 40.0000 130,000.00 60.000 2,400.00 2,024.000 80,960 SYSTEM DAY 015 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 13,250.0000 13,250.00 0.017 225.25 0.674 8,930 016 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 5,000.0000 325,000.00 3.000 15,000.00 32.000 160,000 017 TEMPORARY RAILING (TYPE K) LF 14.7000 2,366,700.00 4,960.000 72,912.00 116,375.000 1,710,712 018 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,200.0000 124,800.00 2.000 6,400.00 36.000 115,200 019 TEMPORARY CRASH CUSHION MODULE EA 210.0000 291,900.00 42.000 8,820.00 863.000 181,230 020 TEMPORARY TRAFFIC SCREEN LF 5.1000 627,300.00 2,440.000 12,444.00 65,872.000 335,947 021 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 0.017 2,490.50 0.730 106,945 PROGRAM CAS145 PAGE 2 DATE 02/23/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 02:58 PM ESTIMATE NO. 045 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 02/20/26 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 02/23/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 6.000 3,150.00 25.000 13,125 026 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 3.000 6,000 027 TEMPORARY COVER SQYD 5.0000 30,000.00 111.000 555.00 833.000 4,165 028 TEMPORARY CHECK DAM LF 8.0000 32,640.00 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 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 0.017 2,346.00 0.727 100,326 034 TEMPORARY CONCRETE WASHOUT LS 131,000.0000 131,000.00 0.017 2,227.00 0.730 95,630 035 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 1.000 143,000 043 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 166,600.00 123,959.000 173,542 047 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 0.017 1,700.00 0.730 73,000 049 ROADWAY EXCAVATION CY 25.8000 8,875,200.00 1,567.200 40,433.76 239,256.063 6,172,806 PROGRAM CAS145 PAGE 3 DATE 02/23/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 02:58 PM ESTIMATE NO. 045 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 02/20/26 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 02/23/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 14,995.000 557,814 (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 230,957.00 427.000 41,419 057 STRUCTURE BACKFILL (BRIDGE) CY 86.0000 445,824.00 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 31.455 5,976.45 3,061.309 581,648 (F) 060 STRUCTURE BACKFILL (RETAINING WALL) CY 64.7500 2,440,427.50 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 9.000 3,384 (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 1,160,900.00 556.000 7,228.00 57,186.550 743,425 068 LIGHTWEIGHT FILL (EPS BLOCK) CY 304.0000 6,682,832.00 3,318.000 1,008,672 069 GASOLINE RESISTANT GEOMEMBRANE SQYD 41.3500 768,944.60 3,172.000 131,162 070 PLANTING LUMP SUM LS 2,112,000.0000 2,112,000.00 0.000 0 071 2" GALVANIZED STEEL PIPE LF 66.0000 25,278.00 383.000 25,278 (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 0.023 42,421.20 0.058 106,975 074 FINISHING ROADWAY LS 133,600.0000 133,600.00 0.000 0 075 CLASS 2 AGGREGATE SUBBASE CY 29.7000 2,132,460.00 916.500 27,220.05 61,163.804 1,816,564 076 CLASS 4 AGGREGATE SUBBASE CY 54.8500 58,141.00 257.420 14,119 PROGRAM CAS145 PAGE 4 DATE 02/23/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 02:58 PM ESTIMATE NO. 045 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 02/20/26 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 02/23/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,185,170.00 420.420 18,120.10 33,152.861 1,428,888 078 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 8,950.840 789,016.55 117,598.550 10,366,312 081 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 18.410 16,569.00 125.153 112,637 085 REMOVE ASPHALT CONCRETE DIKE LF 2.5000 41,000.00 596.000 1,490.00 7,214.000 18,035 086 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.4500 269,610.00 8,080.333 52,118 087 JOINTED PLAIN CONCRETE PAVEMENT CY 312.0000 4,648,800.00 390.000 121,680.00 6,282.540 1,960,152 088 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 12.000 300.00 85.000 2,125 090 DRILL AND BOND (TIE BAR) EA 18.0000 131,760.00 279.000 5,022.00 458.000 8,244 091 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 143,000.00 105.000 1,155.00 5,308.900 58,397 094 GRIND EXISTING CONCRETE SQYD 5.1500 106,090.00 0.000 0 PAVEMENT 095 GROUND ANCHOR (SUBHORIZONTAL) EA 6,890.0000 261,820.00 38.000 261,820 096 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 16,625.520 2,377,449 101 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 683,200.00 525.000 588,000 PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 5 DATE 02/23/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 02:58 PM ESTIMATE NO. 045 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 02/20/26 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 02/23/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 564,525.00 975.000 564,525 (F) 105 STRUCTURAL CONCRETE, BRIDGE CY 891.0000 1,590,435.00 23.000 20,493.00 1,753.000 1,561,923 (F) 106 STRUCTURAL CONCRETE, BRIDGE CY 891.0000 853,578.00 17.000 15,147.00 710.000 632,610 (F) (POLYMER FIBER) 107 STRUCTURAL CONCRETE, RETAINING WALL CY 657.0000 8,084,385.00 11,611.500 7,628,755 (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 495,360.00 146.000 93,440 (F) 110 STRUCTURAL CONCRETE, LOAD CY 548.0000 729,388.00 226.000 123,848 (F) DISTRIBUTION SLAB 111 STRUCTURAL CONCRETE, APPROACH SLAB CY 941.0000 416,863.00 99.000 93,159.00 268.000 252,188 (F) (TYPE N) 112 STRUCTURAL CONCRETE, APPROACH SLAB CY 923.0000 282,438.00 6.000 5,538.00 152.000 140,296 (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 75.000 151,050 (F) 116 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,395.0000 1,954,320.00 50.000 119,750.00 594.500 1,423,827 (F) 117 MINOR CONCRETE (MINOR STRUCTURE) CY 819.0000 308,763.00 140.400 114,987 (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 25,522.50 516.000 21,414 122 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 02/23/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 02:58 PM ESTIMATE NO. 045 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 02/20/26 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 02/23/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 56,209.000 102,862.47 1,254,486.000 2,295,709 (F) 136 BAR REINFORCING STEEL (RETAINING WALL) LB 1.6100 2,663,777.20 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 60.000 102,000 144 FURNISH SIGN STRUCTURE (TRUSS) LB 4.9000 2,310,727.30 450,654.000 2,208,204 (F) 145 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3500 164,954.65 353,727.000 123,804 (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 1.000 4,470.00 21.000 93,870 151 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 1.000 13,250 (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 45.000 4,995.00 2,952.000 327,672 157 REMOVE CONCRETE DECK SURFACE SQFT 47.7000 17,505.90 0.000 0 PROGRAM CAS145 PAGE 7 DATE 02/23/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 02:58 PM ESTIMATE NO. 045 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 02/20/26 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 02/23/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 50,000 168 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 57,200.00 175.200 15,417 171 24" ALTERNATIVE PIPE CULVERT LF 138.0000 103,500.00 727.510 100,396 172 18" ALTERNATIVE SLOTTED PIPE LF 207.0000 149,040.00 140.000 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 1,025,440.00 733.300 324,118.60 2,298.300 1,015,848 176 18" REINFORCED CONCRETE PIPE (CLASS IV) LF 110.0000 410,300.00 2,667.400 293,414 177 24" REINFORCED CONCRETE PIPE (CLASS IV) LF 114.0000 1,311,000.00 185.950 21,198.30 8,187.700 933,397 178 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 -4.100 -820.00 1,671.600 334,320 180 48" REINFORCED CONCRETE PIPE (CLASS IV) LF 354.0000 56,640.00 156.700 55,471 181 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 210,970.00 649.800 187,792 184 14"X23" OVAL SHAPED REINFORCED LF 213.0000 117,150.00 543.800 115,829 CONCRETE PIPE (CLASS IV) PROGRAM CAS145 PAGE 8 DATE 02/23/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 02:58 PM ESTIMATE NO. 045 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 02/20/26 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 02/23/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 101,250.00 440.200 99,045 CONCRETE PIPE (CLASS IV) 186 4" PLASTIC PIPE UNDERDRAIN LF 43.0000 13,502.00 99.000 4,257 187 4" SLOTTED PLASTIC PIPE LF 27.9000 25,947.00 188.000 5,245 188 GEOCOMPOSITE DRAIN SQFT 6.5000 138,658.00 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 21,840.00 226.000 31,640 192 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 25.610 10,858 197 36" PRECAST CONCRETE PIPE MANHOLE LF 392.0000 19,600.00 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 800,000.00 632.200 31,610.00 11,245.100 562,255 202 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 3.000 4,455.00 80.000 118,800 204 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 2.000 3,820 PROGRAM CAS145 PAGE 9 DATE 02/23/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 02:58 PM ESTIMATE NO. 045 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 02/20/26 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 02/23/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 7,770.00 136.000 5,032 220 MINOR CONCRETE (MISCELLANEOUS CY 827.0000 2,613,320.00 152.350 125,993.45 1,543.961 1,276,855 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 118,260.00 453.000 2,446.20 11,330.000 61,182 224 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 9,823.000 39,292 (F) 226 MISCELLANEOUS METAL (BRIDGE) LB 15.9000 7,950.00 250.000 3,975.00 250.000 3,975 (F) 227 TEMPORARY SIGNAL SYSTEMS (CITY) LS 530,000.0000 530,000.00 0.003 1,590.00 0.310 164,300 228 MODIFY SIGNAL AND LIGHTING SYSTEMS LS 344,600.0000 344,600.00 0.466 160,583 (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 352,800.00 225.000 4,725.00 13,597.000 285,537 233 CHAIN LINK FENCE (TYPE CL-4) LF 23.2000 320,160.00 3,231.000 74,959.20 8,569.540 198,813 234 CHAIN LINK FENCE (TYPE CL-6) LF 47.7500 339,980.00 138.000 6,589.50 695.000 33,186 235 CHAIN LINK FENCE (TYPE CL-6 MODIFIED) LF 52.7500 151,392.50 592.000 31,228.00 3,195.500 168,562 236 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 2,350.00 2.000 4,700 PROGRAM CAS145 PAGE 10 DATE 02/23/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 02:58 PM ESTIMATE NO. 045 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 02/20/26 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 02/23/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 182,000.00 830.000 5,810.00 18,645.000 130,515 240 REMOVE GATE EA 110.0000 2,310.00 10.000 1,100 241 REMOVE PAVEMENT MARKER EA 1.1000 85,030.00 11,865.000 13,051 242 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 67,440.00 302.000 724.80 9,910.000 23,784 245 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 13,392 250 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 27.0000 402,300.00 11,415.840 308,227 251 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 548,700.00 933.000 289,230 PROGRAM CAS145 PAGE 11 DATE 02/23/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 02:58 PM ESTIMATE NO. 045 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 02/20/26 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 02/23/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 10.500 489,300 276 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 94,742.40 451.000 37,613.40 768.000 64,051 279 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 1,158.000 120,432.00 7,370.990 766,582 284 CONCRETE BARRIER (TYPE 60MSC) LF 146.0000 1,321,300.00 189.000 27,594.00 6,736.140 983,476 285 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 138,996.00 619.000 72,423 (F) 291 CONCRETE BARRIER (TYPE 836A) LF 118.0000 1,053,032.00 8,209.000 968,662 (F) PROGRAM CAS145 PAGE 12 DATE 02/23/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 02:58 PM ESTIMATE NO. 045 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 02/20/26 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 02/23/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 93.800 1,341.34 12,005.400 171,677 297 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 10.000 272.00 8,805.000 239,496 300 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 11,688.000 3,272.64 435,027.000 121,807 307 PAINT PAVEMENT MARKING (2-COAT) SQFT 9.7000 52,380.00 171.000 1,658.70 3,722.000 36,103 308 REMOVE PAINTED TRAFFIC STRIPE LF 0.1800 111,960.00 2,469.000 444.42 54,571.000 9,822 309 REMOVE PAINTED PAVEMENT MARKING SQFT 1.4000 7,560.00 511.000 715 310 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6200 125,860.00 1,300.000 806.00 152,179.000 94,350 311 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.9500 3,569.50 367.000 1,082.65 1,176.000 3,469 312 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 0.891 240,035 315 RAMP METERING SYSTEM LS 1,823,500.0000 1,823,500.00 0.008 14,588.00 0.497 906,279 316 COMMUNICATION SYSTEMS LS 6,316,000.0000 6,316,000.00 0.019 120,004.00 0.426 2,690,616 317 TEMPORARY LIGHTING SYSTEMS LS 4,904,600.0000 4,904,600.00 0.041 201,088.60 0.407 1,996,172 318 TEMPORARY SIGNAL SYSTEMS LS 1,115,700.0000 1,115,700.00 0.008 8,925.60 0.802 894,791 PROGRAM CAS145 PAGE 13 DATE 02/23/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 02:58 PM ESTIMATE NO. 045 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 02/20/26 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 02/23/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.455 861,042 320 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 0.028 134,736.00 0.612 2,944,944 322 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 990,600.0000 990,600.00 0.633 627,049 323 REMOVING LIGHTING SYSTEMS LS 237,700.0000 237,700.00 0.751 178,512 324 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 (SIGN FOUNDATION) 329 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 5.2500 4,184,250.00 512,993.000 2,693,213 330 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.3500 278,950.00 325,079.000 113,777 331 ALUMINUM WALKWAY GRATING SQFT 97.5000 555,750.00 2,017.000 196,657 (VERSATILE TRUSS) PROGRAM CAS145 PAGE 14 DATE 02/23/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 02:58 PM ESTIMATE NO. 045 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 02/20/26 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 02/23/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,064,157.33 114,403,930.01 ADJUSTMENT OF COMPENSATION 0.00 74,384.18 EXTRA WORK 240,383.19 6,136,622.67 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,304,540.52 120,614,936.86 332 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 3,304,540.52 132,044,936.86 MATERIALS ON HAND ON SITE -81,225.61 5,367,897.64 DEDUCTIONS -10,000.00 -139,853.78 TOTAL 3,213,314.91 137,272,980.72 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 04/14/28 643 227 54 0 66% 69% PROGRESS IS SATISFACTORY WU, ADRIAN RESIDENT ENGINEER