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 08/21/25 EST. NO. 016 TIME 11:02 AM R.E. NAME: TAN CAO 11-2T3434 --------------------------------------------------------------------------- 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 08/21/25 EST. NO. 016 TIME 11:02 AM R.E. NAME: TAN CAO 11-2T3434 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RESTAKING SR 21 -3,304.00 007 RESTAKING SR 24 -1,239.00 007 RESTAKING SR26 -1,652.00 012 RESTAKING SR29 -2,854.50 012 RE-STAKING SR044 -1,239.00 015 0.00 -10,288.50 EQUAL EMPLOYMENT OPPORTUNITY O/S FHWA 1391 JULY24 -10,000.00 004 FHWA 1391 JULY 24 10,000.00 006 0.00 0.00 LABOR COMPLIANCE VIOLATION DEL JULY 2024 CPR -5,000.00 004 DEL JULY 2024 CPR -5,000.00 006 RTND JUL 24 DEL 5,000.00 010 DEL FEB 25 CPR -5,000.00 011 DEL MAR 2025 CPR -5,000.00 012 PRTL FEB 2025 DEL 2,000.00 013 PRTL MAR 2025 DEL 2,000.00 013 DEL MAY 2025 CPR -10,000.00 014 RECD FEB 2025 DEL 3,000.00 014 DEL JUNE 2025 CPR -10,000.00 015 DEL/INQ JULY 25 CPR -10,000.00 016 PRTL JUNE 2025 DEL 5,000.00 016 PRTL MAY 2025 DEL 5,000.00 016 RTND JULY 2024 DEL 5,000.00 016 RTND MARCH 2025 DEL 3,000.00 016 8,000.00 -20,000.00 TOTAL DEDUCTIONS 8,000.00 -30,288.50 PROGRAM CAS145 PAGE 1 DATE 08/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T3434 TIME 11:02 AM ESTIMATE NO. 016 BID OPENING 08/17/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: TAN CAO DATE OF THIS ESTIMATE 08/21/25 LOCATION PROGRESS ESTIMATE 11-SD-805-5.1/8.3 ----------------- WALSH CONSTRUCTION COMPANY II, SAN DIEGO COUNTY IN CHULA VISTA FROM LLC PALOMAR STREET OVERCROSSING TO 0.5 MILE 1390 WILLOW PASS ROAD SUITE 9 NORTH OF BONITA ROAD UNDERCROSSING CONCORD CA 94520 FED. AID NO. TPLN-6211(139) SOUNDWALLS, WIDEN FREEWAY, STRUCTURES, LAN ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 0.950 9,500 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 50,000.0000 50,000.00 0.500 25,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,000.0000 600,000.00 23.000 23,000.00 318.000 318,000 004 RENEWABLE DIESEL REPORT EA 500.0000 2,000.00 0.000 0 005 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 60,000.00 5.000 30,000 006 HOURLY OFF-SITE HR 200.0000 4,000.00 6.000 1,200 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 007 DEVELOP WATER SUPPLY LS 50,000.0000 50,000.00 0.500 25,000 008 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.015 750.00 0.412 20,600 009 TRAFFIC CONTROL SYSTEM LS 320,000.0000 320,000.00 0.038 12,160.00 0.530 169,600 010 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 750.0000 33,000.00 4.000 3,000.00 64.000 48,000 011 PLASTIC TRAFFIC DRUMS EA 75.0000 2,250.00 27.000 2,025 012 PORTABLE RADAR SPEED FEEDBACK SIGN EA 20.5000 33,415.00 124.000 2,542.00 1,299.000 26,629 SYSTEM DAY 013 TEMPORARY BARRIER SYSTEM LF 22.1500 392,055.00 7,930.000 175,649 014 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 9,000.0000 54,000.00 0.230 2,070.00 3.180 28,620 015 TEMPORARY CRASH CUSHION MODULE EA 190.0000 20,900.00 42.000 7,980 016 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 7,250.0000 101,500.00 9.000 65,250 017 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 4,000.0000 16,000.00 4.000 16,000 SYSTEM 018 JOB SITE MANAGEMENT LS 300,000.0000 300,000.00 0.038 11,400.00 0.530 159,000 019 PREPARE STORM WATER POLLUTION PREVENTION LS 19,500.0000 19,500.00 0.015 292.50 0.712 13,884 PLAN 020 RAIN EVENT ACTION PLAN EA 500.0000 25,000.00 0.000 0 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 2,500.0000 30,000.00 1.000 2,500 022 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 PROGRAM CAS145 PAGE 2 DATE 08/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T3434 TIME 11:02 AM ESTIMATE NO. 016 BID OPENING 08/17/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: TAN CAO DATE OF THIS ESTIMATE 08/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY HYDRAULIC MULCH SQYD 0.9200 11,132.00 25,580.000 23,533 024 TEMPORARY DRAINAGE INLET PROTECTION EA 900.0000 6,300.00 19.000 17,100 025 TEMPORARY FIBER ROLL LF 4.7000 85,540.00 15,309.000 71,952 026 TEMPORARY CONSTRUCTION ENTRANCE EA 15,000.0000 45,000.00 4.000 60,000 027 STREET SWEEPING LS 200,000.0000 200,000.00 0.038 7,600.00 0.530 106,000 028 TEMPORARY CONCRETE WASHOUT LS 50,000.0000 50,000.00 0.038 1,900.00 0.530 26,500 029 ASBESTOS COMPLIANCE PLAN LS 15,000.0000 15,000.00 1.000 15,000 030 MANAGE SOLID WASTE GENERATED BY THE HR 155.0000 105,400.00 8.000 1,240.00 161.000 24,955 PUBLIC 031 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 5.0500 9,544.50 757.000 3,822 STRIPE (HAZARDOUS WASTE) 032 TREATED WOOD WASTE LB 0.5100 20,196.00 0.000 0 033 TEMPORARY PROTECTION FENCE (ROPE) LF 13.2000 8,844.00 670.000 8,844 034 CLEARING AND GRUBBING (LS) LS 250,000.0000 250,000.00 0.827 206,750 035 ROADWAY EXCAVATION CY 47.0000 521,700.00 9,544.400 448,586 036 ROADWAY EXCAVATION (TYPE R-1) (AERIALLY CY 46.0000 91,080.00 4,812.000 221,352 DEPOSITED LEAD) 037 STRUCTURE EXCAVATION (BRIDGE) CY 150.0000 36,450.00 71.000 10,650 (F) 038 STRUCTURE EXCAVATION (TYPE R-1, AERIALLY CY 63.0000 138,789.00 297.000 18,711 DEPOSITED LEAD) 039 STRUCTURE EXCAVATION (RETAINING WALL) CY 200.0000 597,600.00 1,767.000 353,400 (F) 040 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 100.0000 56,400.00 564.000 56,400 (F) 041 STRUCTURE BACKFILL (BRIDGE) CY 312.0000 50,232.00 51.000 15,912 (F) 042 STRUCTURE BACKFILL (RETAINING WALL) CY 175.0000 827,225.00 65.000 11,375.00 1,907.000 333,725 (F) 043 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 92.0000 10,304.00 0.000 0 (F) 044 PERVIOUS BACKFILL MATERIAL (RETAINING CY 1,950.0000 2,145.00 0.000 0 (F) WALL) 045 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 235.0000 74,730.00 318.000 74,730 (F) 046 LEAN CONCRETE BACKFILL CY 295.0000 29,205.00 99.000 29,205 (F) 047 DITCH EXCAVATION CY 36.0000 1,584.00 0.000 0 048 ROADSIDE CLEARING LS 26,000.0000 26,000.00 0.735 19,110 049 WEED GERMINATION SQYD 0.5000 28,200.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 08/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T3434 TIME 11:02 AM ESTIMATE NO. 016 BID OPENING 08/17/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: TAN CAO DATE OF THIS ESTIMATE 08/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PACKET FERTILIZER EA 0.9100 11,102.00 0.000 0 051 PLANT (GROUP A) EA 9.5800 97,716.00 0.000 0 052 PLANT (GROUP B) EA 31.2500 9,687.50 0.000 0 053 PLANT (GROUP U) EA 212.0000 46,640.00 0.000 0 054 SOD SQYD 40.3500 9,280.50 0.000 0 055 MAINTAIN EXISTING PLANTED AREAS LS 62,544.0000 62,544.00 0.000 0 056 PLANT ESTABLISHMENT WORK LS 40,351.0000 40,351.00 0.000 0 057 WOOD MULCH CY 45.4000 231,540.00 0.000 0 058 CHECK AND TEST EXISTING IRRIGATION LS 10,088.0000 10,088.00 1.000 10,088 FACILITIES 059 REMOVE IRRIGATION FACILITY LS 35,307.0000 35,307.00 0.552 19,489 060 CONTROL AND NEUTRAL CONDUCTORS LS 143,246.0000 143,246.00 0.000 0 061 1" REMOTE CONTROL VALVE EA 575.0000 11,500.00 0.000 0 062 1 1/2" REMOTE CONTROL VALVE EA 605.2500 41,762.25 0.000 0 063 2" REMOTE CONTROL VALVE (MASTER) EA 720.0000 720.00 0.000 0 064 48 STATION IRRIGATION CONTROLLER AND EA 21,135.0000 21,135.00 0.000 0 ENCLOSURE '178A' 065 MODIFY IRRIGATION CONTROLLER AND EA 6,456.0000 6,456.00 0.000 0 ENCLOSURE '81A' AND '81B' 066 MODIFY IRRIGATION CONTROLLER AND EA 3,632.0000 3,632.00 0.000 0 ENCLOSURE '82B' 067 RECYCLED WATER IDENTIFICATION AND LS 1,614.0000 1,614.00 0.000 0 WARNING SIGNS 068 1 1/2" GALVANIZED STEEL PIPE (SUPPLY LF 10.3000 1,977.60 0.000 0 (F) LINE) 069 4" SUPPLY LINE (BRIDGE) LF 225.0000 50,625.00 125.000 28,125 (F) 070 CERTIFY EXISTING BACKFLOW PREVENTERS LS 3,608.0000 3,608.00 0.000 0 071 FLOW SENSOR EA 1,030.0000 1,030.00 0.000 0 072 TREE WELL SPRINKLER ASSEMBLY EA 81.7000 77,615.00 0.000 0 073 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 54.5000 21,800.00 0.000 0 074 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 95.8000 19,160.00 0.000 0 075 POP-UP SPRINKLER ASSEMBLY EA 46.0000 552.00 0.000 0 076 REPLACE VALVE BOX COVER LABEL EA 82.5000 1,815.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 08/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T3434 TIME 11:02 AM ESTIMATE NO. 016 BID OPENING 08/17/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: TAN CAO DATE OF THIS ESTIMATE 08/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 2" GATE VALVE EA 1,135.0000 28,375.00 0.000 0 078 3" GATE VALVE EA 1,185.0000 3,555.00 0.000 0 079 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 8.7500 173,783.75 0.000 0 (F) LINE) 080 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 9.3000 111,014.10 0.000 0 (F) (SUPPLY LINE) 081 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 9.8000 54,184.20 0.000 0 (F) (SUPPLY LINE) 082 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 10.3000 35,504.10 0.000 0 (F) LINE) 083 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 13.4000 2,907.80 0.000 0 (F) (SUPPLY LINE) 084 3" PLASTIC PIPE (CLASS 315) (SUPPLY LF 13.9000 103,582.80 0.000 0 (F) LINE) 085 COMBINATION AIR RELEASE VALVE EA 2,580.0000 20,640.00 0.000 0 086 PVC PIPE CONDUIT LF 10.3000 473.80 0.000 0 087 8" CORRUGATED HIGH DENSITY POLYETHYLENE LF 115.0000 48,300.00 0.000 0 PIPE CONDUIT 088 IMPORTED TOPSOIL (CY) CY 83.0000 15,770.00 0.000 0 089 COMPOST (CY) CY 57.0000 9,690.00 0.000 0 090 INCORPORATE MATERIALS SQFT 1.0000 54,800.00 0.000 0 091 CLASS 2 AGGREGATE BASE (CY) CY 56.5500 179,263.50 0.000 0 092 HOT MIX ASPHALT (TYPE A) TON 181.0000 427,160.00 0.000 0 093 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 9.8000 5,096.00 0.000 0 094 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 9.8000 980.00 0.000 0 095 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 9.8000 4,018.00 0.000 0 096 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 86.0000 58,480.00 0.000 0 AREA) 097 TACK COAT TON 920.0000 184.00 0.000 0 098 JOINTED PLAIN CONCRETE PAVEMENT CY 395.0000 1,066,500.00 0.000 0 099 JOINT SEAL (SILICONE) LF 9.1000 50,232.00 0.000 0 100 ISOLATION JOINT SEAL (SILICONE) LF 12.2000 74,054.00 0.000 0 101 GRIND EXISTING CONCRETE PAVEMENT SQYD 12.0000 58,320.00 4,888.753 58,665 102 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 103 STEEL SOLDIER PILE (W16 X 100) LF 125.0000 335,375.00 2,683.000 335,375 PROGRAM CAS145 PAGE 5 DATE 08/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T3434 TIME 11:02 AM ESTIMATE NO. 016 BID OPENING 08/17/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: TAN CAO DATE OF THIS ESTIMATE 08/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 30" DRILLED HOLE LF 86.0000 222,826.00 2,591.000 222,826 105 FURNISH STEEL PILING (HP 14 X 89) LF 75.7500 66,129.75 456.000 34,542 106 DRIVE STEEL PILE (HP 14 X 89) EA 1,717.0000 37,774.00 0.000 0 107 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 121.0000 28,919.00 0.000 0 108 FURNISH PILING (CLASS 200, ALTERNATIVE LF 75.7500 40,223.25 520.000 39,390 W, MODIFIED) 109 DRIVE PILE (CLASS 200, ALTERNATIVE W, EA 1,818.1800 29,090.88 16.000 29,090 MODIFIED) 110 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 139.0300 656,221.60 2,367.000 329,084 (SOUND WALL) 111 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 450.2800 10,806.72 0.000 0 (SOUND WALL) 112 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,815.0000 217,800.00 79.000 143,385 (SIGN FOUNDATION) 113 PRESTRESSING CAST-IN-PLACE CONCRETE LS 145,000.0000 145,000.00 0.500 72,500 114 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 2,500.0000 175,000.00 20.000 50,000 (F) 115 STRUCTURAL CONCRETE, BRIDGE CY 4,500.0000 1,912,500.00 220.000 990,000 (F) 116 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 3,500.0000 689,500.00 102.000 357,000 (F) FIBER) 117 STRUCTURAL CONCRETE, RETAINING WALL CY 1,300.0000 2,788,500.00 875.000 1,137,500 (F) 118 STRUCTURAL CONCRETE, SOUND WALL CY 1,300.0000 718,900.00 379.600 493,480 (F) 119 STRUCTURAL CONCRETE, WALL FACING CY 1,200.0000 325,200.00 139.000 166,800.00 139.000 166,800 120 STRUCTURAL CONCRETE, BARRIER SLAB CY 715.0000 185,900.00 0.000 0 (F) 121 AGGREGATE BASE (APPROACH SLAB) CY 344.0000 2,752.00 0.000 0 122 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,100.0000 132,000.00 0.000 0 (F) N) 123 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,320.0000 71,280.00 0.000 0 R) 124 STRUCTURAL CONCRETE, DRAINAGE INLET CY 5,300.0000 381,600.00 4.260 22,578.00 35.560 188,468 (F) 125 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,320.0000 35,640.00 0.000 0 R MODIFIED) 126 STRUCTURAL CONCRETE, JUNCTION STRUCTURE CY 2,040.0000 81,600.00 18.340 37,413 127 MINOR CONCRETE (MINOR STRUCTURE) CY 1,685.0000 15,165.00 0.000 0 (F) 128 PAVING NOTCH EXTENSION CF 255.0000 11,220.00 0.000 0 129 CONCRETE SURFACE TEXTURE (FRACTURED RIB) SQFT 20.0000 26,400.00 0.000 0 130 CONCRETE SURFACE TEXTURE (LOUVER) SQFT 13.5000 216,918.00 10,208.000 137,808 PROGRAM CAS145 PAGE 6 DATE 08/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T3434 TIME 11:02 AM ESTIMATE NO. 016 BID OPENING 08/17/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: TAN CAO DATE OF THIS ESTIMATE 08/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 CONCRETE SURFACE TEXTURE (ASHLAR TILE) SQFT 14.0000 220,430.00 3,077.000 43,078.00 7,377.000 103,278 132 DRILL AND BOND DOWEL LF 50.0000 4,950.00 40.000 2,000 133 CLEAN EXPANSION JOINT LF 49.0000 15,827.00 0.000 0 134 JOINT SEAL (MR 1 1/2") LF 162.0000 71,604.00 0.000 0 135 BAR REINFORCING STEEL (WALL FACING) LB 2.0000 55,452.00 27,726.000 55,452.00 27,726.000 55,452 (F) 136 BAR REINFORCING STEEL (BRIDGE) LB 1.3600 290,082.56 90,809.000 123,500 (F) 137 BAR REINFORCING STEEL (RETAINING WALL) LB 1.4300 363,830.61 109,587.000 156,709 (F) 138 BAR REINFORCING STEEL (SOUND WALL) LB 1.7600 70,169.44 28,129.000 49,507 (F) 139 FURNISH SIGN STRUCTURE (TRUSS) LB 6.0500 133,916.75 0.000 0 (F) 140 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 5,533.75 0.000 0 (F) 141 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 5.5500 451,004.10 0.000 0 (F) 142 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.3000 24,378.60 0.000 0 (F) 143 REMOVE SIGN STRUCTURE (EA) EA 4,500.0000 13,500.00 2.000 9,000 144 TIMBER LAGGING MFBM 5,400.0000 264,600.00 46.600 251,640 (F) 145 SOUND WALL (MASONRY BLOCK) SQFT 46.5000 2,525,973.00 23,355.650 1,086,037 (F) 146 ACCESS GATE (SOUND WALL) EA 5,000.0000 25,000.00 4.500 22,500 147 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 148 CLEAN AND PAINT STEEL SOLDIER PILING LS 120,000.0000 120,000.00 1.000 120,000 149 REMOVE RETAINING WALL (PORTION) LOCATION LS 15,000.0000 15,000.00 1.000 15,000 A 150 REMOVE RETAINING WALL (PORTION) LOCATION LS 15,000.0000 15,000.00 1.000 15,000 B 151 REMOVE RETAINING WALL (PORTION) LOCATION LS 100,000.0000 100,000.00 0.000 0 C 152 CORE CONCRETE (4") LF 1,400.0000 1,400.00 0.000 0 153 BRIDGE REMOVAL (PORTION), LOCATION A LS 150,000.0000 150,000.00 0.980 147,000 154 BRIDGE REMOVAL (PORTION), LOCATION B LS 165,000.0000 165,000.00 0.000 0 155 18" ALTERNATIVE PIPE CULVERT LF 183.0000 75,030.00 14.800 2,708 156 24" ALTERNATIVE PIPE CULVERT LF 156.0000 318,240.00 572.500 89,310.00 1,569.200 244,795 157 18" REINFORCED CONCRETE PIPE LF 335.4000 36,894.00 79.300 26,597 PROGRAM CAS145 PAGE 7 DATE 08/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T3434 TIME 11:02 AM ESTIMATE NO. 016 BID OPENING 08/17/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: TAN CAO DATE OF THIS ESTIMATE 08/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 24" REINFORCED CONCRETE PIPE LF 161.8500 116,532.00 394.000 63,768 159 30" REINFORCED CONCRETE PIPE LF 265.4000 53,080.00 195.300 51,832 160 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 183.0000 19,581.00 0.000 0 (.064" THICK) 161 18" POLYMERIC SHEET COATED CORRUGATED LF 275.1000 46,767.00 0.000 0 STEEL PIPE DOWNDRAIN (0.109" THICK) 162 3" PLASTIC PIPE DOWNDRAIN LF 92.0000 10,120.00 0.000 0 163 WELDED STEEL PIPE CASING (BRIDGE) LF 274.0000 29,044.00 0.000 0 164 24" CONCRETE FLARED END SECTION EA 3,971.0000 3,971.00 0.000 0 165 36" PRECAST CONCRETE PIPE RISER LF 1,076.0000 17,216.00 19.350 20,820 166 ABANDON CULVERT (LF) LF 173.0000 14,705.00 0.000 0 167 REMOVE PIPE (LF) LF 42.7500 44,887.50 570.000 24,367 168 REMOVE INLET EA 2,196.0000 19,764.00 4.000 8,784 169 REMOVE DRAINAGE JUNCTION STRUCTURE EA 2,120.0000 6,360.00 0.000 0 170 ADJUST MANHOLE EA 1,277.0000 1,277.00 0.000 0 171 REMOVE CONCRETE (CHANNEL) CY 278.0000 10,842.00 39.000 10,842 172 SAND BACKFILL CY 257.0000 2,570.00 0.000 0 173 CONCRETE (DITCH LINING) CY 1,037.0000 74,664.00 0.000 0 174 CONCRETE (CONCRETE APRON) CY 5,250.0000 19,425.00 0.000 0 175 CONCRETED-ROCK SLOPE PROTECTION (COBBLE, CY 935.0000 10,285.00 0.000 0 METHOD A) 176 MINOR CONCRETE (GUTTER) (LF) LF 49.0000 40,768.00 0.000 0 177 MINOR CONCRETE (CURB AND GUTTER) CY 1,665.0000 4,995.00 0.000 0 178 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 15.0000 75,300.00 0.000 0 CONCRETE) 179 MISCELLANEOUS IRON AND STEEL LB 1.1000 27,508.80 5,208.000 5,728 (F) 180 BRIDGE DECK DRAINAGE SYSTEM LB 11.0000 19,283.00 0.000 0 (F) 181 CHAIN LINK FENCE (TYPE CL-6) LF 64.7000 8,411.00 0.000 0 182 REMOVE CHAIN LINK FENCE LF 9.1000 23,023.00 2,813.000 25,598 183 DELINEATOR (CLASS 1) EA 65.0000 585.00 0.000 0 184 GUARD RAILING DELINEATOR EA 65.7000 1,314.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 08/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T3434 TIME 11:02 AM ESTIMATE NO. 016 BID OPENING 08/17/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: TAN CAO DATE OF THIS ESTIMATE 08/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.7900 26,909.00 947.000 3,589 186 REMOVE ROADSIDE SIGN EA 136.0000 5,576.00 0.000 0 187 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 146.0000 1,752.00 0.000 0 BRACKET METHOD) 188 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 40.0000 49,200.00 0.000 0 189 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 36.6000 7,320.00 0.000 0 190 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.4500 8,046.50 0.000 0 (0.063"-UNFRAMED) 191 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.5000 8,510.00 0.000 0 (0.080"-UNFRAMED) 192 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 24.0000 2,160.00 0.000 0 (0.063"-FRAMED) 193 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 26.1500 15,690.00 0.000 0 (0.080"-FRAMED) 194 ROADSIDE SIGN - ONE POST EA 481.3500 32,250.45 0.000 0 195 ROADSIDE SIGN - TWO POST EA 1,162.0000 16,268.00 0.000 0 196 SIGN POST SUPPORT SYSTEM EA 800.0000 4,800.00 0.000 0 197 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 235.0000 4,230.00 0.000 0 METHOD) 198 INSTALL SIGN (MAST-ARM MOUNTED) EA 575.5000 1,151.00 0.000 0 199 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 15.1500 4,696.50 0.000 0 200 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 162.0000 10,368.00 0.000 0 POST 201 MIDWEST GUARDRAIL SYSTEM LF 43.0000 55,040.00 0.000 0 202 CONCRETE BARRIER (TYPE 60M MODIFIED) LF 338.0000 483,340.00 0.000 0 203 CONCRETE BARRIER (TYPE 60MSF MODIFIED) LF 147.7500 17,730.00 0.000 0 204 CABLE RAILING LF 31.3500 26,083.20 0.000 0 (F) 205 TRANSITION RAILING (TYPE WB-31) EA 4,954.5000 4,954.50 0.000 0 206 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2,123.0000 4,246.00 0.000 0 207 ALTERNATIVE CRASH CUSHION TL-3 EA 35,500.0000 35,500.00 0.000 0 208 CONCRETE BARRIER (TYPE 60M) LF 164.0000 26,240.00 0.000 0 209 CONCRETE BARRIER (TYPE 60MD) LF 96.4500 78,510.30 0.000 0 210 CONCRETE BARRIER (TYPE 60MS) LF 185.0000 31,450.00 0.000 0 211 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 08/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T3434 TIME 11:02 AM ESTIMATE NO. 016 BID OPENING 08/17/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: TAN CAO DATE OF THIS ESTIMATE 08/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 CONCRETE BARRIER (TYPE 60MS MODIFIED) LF 251.0000 130,520.00 0.000 0 213 CONCRETE BARRIER (TYPE 60MF MODIFIED) LF 209.0000 11,495.00 0.000 0 214 CONCRETE BARRIER (TYPE 836SV) LF 304.0000 386,080.00 0.000 0 215 CONCRETE BARRIER (TYPE 836A MODIFIED) LF 189.5000 18,950.00 95.000 18,002.50 95.000 18,002 (F) 216 CONCRETE BARRIER (TYPE 836 MODIFIED) LF 197.0000 134,748.00 245.000 48,265.00 245.000 48,265 (F) 217 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 261.0000 67,599.00 0.000 0 (F) 218 REMOVE GUARDRAIL LF 9.6000 25,728.00 160.000 1,536 219 SALVAGE METAL BRIDGE RAILING LF 25.0000 15,300.00 326.000 8,150 220 REMOVE CONCRETE BARRIER LF 54.0000 73,980.00 335.000 18,090 221 REMOVE CRASH CUSHION EA 2,650.0000 2,650.00 0.000 0 222 REMOVE CRASH CUSHION (SAND FILLED) EA 100.0000 1,400.00 14.000 1,400 223 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 5.2500 11,025.00 0.000 0 WET NIGHT VISIBILITY) 224 PREFORMED THERMOPLASTIC PAVEMENT MARKING SQFT 15.1500 21,361.50 0.000 0 225 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0200 1,010.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 226 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9100 2,111.20 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 227 PAINT TRAFFIC STRIPE (2-COAT) LF 0.7100 41,109.00 49,229.000 34,952 228 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.6300 21,539.70 35.000 92 229 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5700 48,042.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 230 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.5300 860.20 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 231 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.9200 4,838.40 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 232 12" THERMOPLASTIC TRAFFIC STRIPE LF 3.5400 22,337.40 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 233 REMOVE PAINTED PAVEMENT MARKING SQFT 3.0300 393.90 68.000 206 234 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0300 363.60 59.000 178 235 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.8400 41,088.00 0.000 0 (WARRANTY) (BROKEN 12-3) 236 CONTRAST STRIPE PAINT (2-COAT) LF 0.4600 17,940.00 539.000 247 PROGRAM CAS145 PAGE 10 DATE 08/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T3434 TIME 11:02 AM ESTIMATE NO. 016 BID OPENING 08/17/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: TAN CAO DATE OF THIS ESTIMATE 08/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 237 REMOVE TRAFFIC STRIPE LF 0.5600 108,640.00 26,631.000 14,913 238 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.5400 410,640.00 0.000 0 (WARRANTY) (BROKEN 36-12) 239 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 4.0400 124,432.00 0.000 0 (WARRANTY) (BROKEN 36-12) 240 ELECTRIC SERVICE FOR IRRIGATION LS 31,335.0000 31,335.00 0.000 0 241 FIBER OPTIC CABLE SYSTEMS LS 575,000.0000 575,000.00 0.041 23,575 242 MODIFYING CAMERA SYSTEMS LS 31,335.0000 31,335.00 0.168 5,264 243 MODIFYING LIGHTING SYSTEMS LS 575,000.0000 575,000.00 0.033 18,975 244 MODIFYING RAMP METERING SYSTEMS LS 313,335.0000 313,335.00 0.255 79,900 245 HIGH SPEED WEIGH-IN-MOTION SYSTEM LS 41,780.0000 41,780.00 0.014 584 246 SUBSURFACE LOCATOR LS 29,101.0000 29,101.00 0.214 6,227 247 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 248 SOUND WALL EXTENSION LS 275,000.0000 275,000.00 0.000 0 249 MINOR CONCRETE (MISCELLANEOUS CY 1,355.0000 6,775.00 0.000 0 CONSTRUCTION) 250 REMOVE CONCRETE (CURB, GUTTER, AND CY 535.0000 2,675.00 0.000 0 SIDEWALK) (CY) PROGRAM CAS145 PAGE 11 DATE 08/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T3434 TIME 11:02 AM ESTIMATE NO. 016 BID OPENING 08/17/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: TAN CAO DATE OF THIS ESTIMATE 08/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 520,815.00 11,100,326.12 ADJUSTMENT OF COMPENSATION 0.00 18,200.00 EXTRA WORK 0.00 83,578.64 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 520,815.00 11,202,104.76 251 MOBILIZATION LS 3,265,552.9400 3,265,552.94 0.950 3,102,275 ORIGINAL CONTRACT AMOUNT 32,678,020.00 TOTAL WORK COMPLETED 520,815.00 14,304,380.05 MATERIALS ON HAND ON SITE -31,462.51 240,741.35 DEDUCTIONS 8,000.00 -30,288.50 TOTAL 497,352.49 14,514,832.90 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 02/28/24 850 06/07/24 04/25/24 12/31/27 318 12 0 0 43% 37% PROGRESS IS SATISFACTORY TAN CAO RESIDENT ENGINEER