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 05/22/25 EST. NO. 024 TIME 11:08 AM R.E. NAME: IRA, ALFRED 07-3311U4 --------------------------------------------------------------------------- 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 0078 4,947.07 E.W. @ F.A.(+) 032025 N 0261.0 002 0014 300.00 E.W. @ U.P (+) 022825 N 0249.0 0015 300.00 013125 N 0248.0 005 0022 1,035.13 E.W. @ F.A.(+) 031925 N GG22 009 0044 3,932.04 E.W. @ F.A.(+) 022625 N 0252.0 0052 7,821.57 031425 N 0259.0 0054 4,271.48 031825 N 0260.0 22,607.29 TOTAL THIS ESTIMATE 1,330,700.51 TOTAL PREVIOUS ESTIMATE 1,353,307.80 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 05/22/25 EST. NO. 024 TIME 11:08 AM R.E. NAME: IRA, ALFRED 07-3311U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING DAS 140&142 -8,000.00 005 MISSING DAS 140&142 8,000.00 006 NONPAY TF WE 042323 -4,000.00 006 NONPAY TF WE 042323 4,000.00 007 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 05/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3311U4 TIME 11:08 AM ESTIMATE NO. 024 BID OPENING 05/18/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 05/22/25 LOCATION RERUN PROGRESS ESTIMATE 07-VEN-101-0.2/40.8 ----------------------- PETERSON-CHASE GENERAL IN VENTURA COUNTY ON ROUTE 101 FROM ENGINEERING CONSTRUCTION, INC. THE LOS ANGELES/VENTURA COUNTY LINE 16351 CONSTRUCTION CIR W TO OLD PACIFIC COAST HIGHWAY AND ON IRVINE CA 92606 ROUTE 23 FROM ROUTE 23/101 SEPARATION TO HILLCREST DRIVE FED. AID NO. ACNH-X111(79)E UPGRADE END TREATMENTS AND BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,750.0000 2,750.00 0.500 1,375 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,500.0000 4,500.00 0.500 2,250 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,250.0000 933,750.00 303.000 681,750 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 6,000.00 6.000 36,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 8,000.00 12.000 2,400 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 165,000.0000 165,000.00 0.250 41,250 007 TRAFFIC CONTROL SYSTEM LS 3,000,000.0000 3,000,000.00 0.001 3,000.00 0.983 2,949,000 008 TYPE III BARRICADE EA 100.0000 1,200.00 0.000 0 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.4000 12,264.00 150.000 210 010 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 36,400.00 600.000 21,000 011 PORTABLE RADAR SPEED FEEDBACK SIGN EA 60.0000 24,900.00 254.000 15,240 SYSTEM DAY 012 TEMPORARY PAVEMENT MARKER EA 27.0000 2,970.00 0.000 0 013 TEMPORARY RAILING (TYPE K) LF 13.5000 1,552,500.00 72,868.000 983,718 014 TEMPORARY CRASH CUSHION MODULE EA 250.0000 500,000.00 1,099.000 274,750 015 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,600.0000 108,000.00 18.000 64,800 016 TEMPORARY RADAR SPEED FEEDBACK EA 16,500.0000 33,000.00 1.000 16,500 SIGN SYSTEM 017 JOB SITE MANAGEMENT LS 20,000.0000 20,000.00 0.010 200.00 0.840 16,800 018 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 0.500 1,250 PLAN 019 RAIN EVENT ACTION PLAN EA 500.0000 1,500.00 0.000 0 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 850.0000 21,250.00 0.000 0 021 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 022 TEMPORARY DRAINAGE INLET PROTECTION EA 50.0000 19,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 05/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3311U4 TIME 11:08 AM ESTIMATE NO. 024 BID OPENING 05/18/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 05/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY FIBER ROLL LF 3.5000 270,900.00 10,820.000 37,870 024 TEMPORARY REINFORCED SILT FENCE LF 25.0000 6,750.00 0.000 0 025 STREET SWEEPING LS 25,000.0000 25,000.00 0.000 0 026 TEMPORARY CONCRETE WASHOUT LS 25,000.0000 25,000.00 0.600 15,000 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 6.0000 7,740.00 0.000 0 STRIPE (HAZARDOUS WASTE) 028 TREATED WOOD WASTE LB 0.2200 209,880.00 17,358.920 3,818.96 603,636.420 132,800 029 REMOVE CONCRETE (CY) CY 285.0000 17,955.00 51.000 14,535 030 CLEARING AND GRUBBING (LS) LS 50,000.0000 50,000.00 0.010 500.00 0.830 41,500 031 ROADWAY EXCAVATION CY 172.0000 182,320.00 267.940 46,085 032 ROADWAY EXCAVATION (TYPE Z-2) CY 280.0000 929,600.00 814.760 228,132 (AERIALLY DEPOSITED LEAD) 033 ROADWAY EXCAVATION (TYPE COM) CY 500.0000 2,000.00 0.000 0 (AERIALLY DEPOSITED LEAD) 034 DECORATIVE BOULDERS EA 200.0000 22,000.00 0.000 0 035 DECOMPOSED GRANITE SQFT 10.0000 3,900.00 0.000 0 036 CHECK AND TEST EXISTING IRRIGATION LS 8,500.0000 8,500.00 0.500 4,250 FACILITIES 037 REMOVE IRRIGATION FACILITY LS 1,750.0000 1,750.00 0.500 875 038 CONTROL AND NEUTRAL CONDUCTORS LS 2,200.0000 2,200.00 0.000 0 039 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 120.0000 960.00 0.000 0 040 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.5000 180.00 0.000 0 (F) LINE) 041 2" PLASTIC PIPE (SCHEDULE 40) LF 7.0000 6,104.00 0.000 0 (F) (SUPPLY LINE) 042 3" PLASTIC PIPE (SCHEDULE 40) LF 9.5000 2,375.00 0.000 0 (F) (SUPPLY LINE) 043 PVC PIPE CONDUIT (SLEEVE) LF 52.0000 18,720.00 0.000 0 (F) 044 CLASS 3 AGGREGATE SUBBASE CY 300.0000 24,600.00 0.000 0 045 CLASS 4 AGGREGATE SUBBASE CY 300.0000 72,000.00 129.200 38,760 046 CLASS 2 AGGREGATE BASE (CY) CY 250.0000 140,000.00 503.920 125,980 047 CLASS 3 AGGREGATE BASE (CY) CY 300.0000 17,100.00 41.000 12,300 048 CEMENT TREATED BASE CY 300.0000 2,700.00 0.000 0 (PLANT-MIXED, CLASS A) (CY) 049 LEAN CONCRETE BASE CY 300.0000 11,400.00 28.800 8,640 PROGRAM CAS145 PAGE 3 DATE 05/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3311U4 TIME 11:08 AM ESTIMATE NO. 024 BID OPENING 05/18/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 05/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 BASE BOND BREAKER SQYD 10.0000 2,500.00 151.000 1,510 051 HOT MIX ASPHALT (TYPE A) TON 210.0000 333,900.00 882.540 185,333 052 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 470.0000 51,700.00 0.000 0 053 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 6.0000 227,400.00 18,807.000 112,842 054 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 6.0000 33,840.00 3,587.000 21,522 055 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 6.0000 6,300.00 612.000 3,672 056 PLACE HOT MIX ASPHALT SQYD 150.0000 16,500.00 0.000 0 (MISCELLANEOUS AREA) 057 TACK COAT TON 800.0000 1,600.00 1.700 1,360 058 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 5.0000 19,400.00 3,147.000 15,735 059 REMOVE ASPHALT CONCRETE DIKE LF 3.0000 135,000.00 6,450.000 19,350.00 33,664.000 100,992 060 JOINTED PLAIN CONCRETE PAVEMENT CY 750.0000 55,500.00 51.000 38,250 061 16" CAST-IN-DRILLED-HOLE CONCRETE LF 125.0000 190,000.00 1,478.000 184,750 PILING (BARRIER) 062 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,500.0000 31,500.00 1.500 6,750 (F) 063 MINOR CONCRETE CY 650.0000 24,700.00 38.000 24,700 (F) 064 MINOR CONCRETE (MINOR STRUCTURE) CY 3,480.0000 257,520.00 26.530 92,324 (F) 065 DRILL AND BOND DOWEL LF 42.0000 102,060.00 582.000 24,444 066 BAR REINFORCING STEEL LB 6.0000 10,854.00 382.000 2,292 (F) 067 PLASTIC LUMBER MFBM 30,000.0000 33,000.00 0.000 0 (F) 068 REMOVE OVERSIDE DRAIN EA 500.0000 21,000.00 0.000 0 069 REMOVE INLET EA 1,000.0000 4,000.00 1.000 1,000 070 SLOPE PAVING (ROCK BLANKET) CY 1,275.0000 2,333,250.00 0.000 0 071 MINOR CONCRETE (CURB) (CY) CY 1,640.0000 9,840.00 7.000 11,480 072 MINOR CONCRETE (STAMPED CONCRETE) SQFT 17.0000 1,176,400.00 54,035.260 918,599 073 REMOVE CONCRETE CURB (LF) LF 15.0000 2,400.00 0.000 0 074 REMOVE CONCRETE (CURB AND GUTTER) LF 15.0000 6,300.00 207.000 3,105 075 TEMPORARY FENCE (TYPE CL-6) LF 28.0000 29,680.00 0.000 0 076 6' CHAIN LINK GATE (TYPE CL-6) EA 3,000.0000 9,000.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 05/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3311U4 TIME 11:08 AM ESTIMATE NO. 024 BID OPENING 05/18/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 05/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE PAVEMENT MARKER EA 3.3000 1,089.00 0.000 0 078 GUARD RAILING DELINEATOR EA 32.0000 62,400.00 686.000 21,952 079 PAVEMENT MARKER (RETROREFLECTIVE) EA 17.0000 2,890.00 0.000 0 080 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 5,600.00 8.000 800 081 REMOVE ROADSIDE SIGN (METAL POST) EA 150.0000 1,800.00 2.000 300 082 ROADSIDE SIGN - ONE POST EA 1,500.0000 69,000.00 10.000 15,000 083 ROADSIDE SIGN - TWO POST EA 1,500.0000 33,000.00 0.000 0 084 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 43.0000 958,900.00 163.000 7,009.00 8,120.500 349,181 085 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 39.0000 1,521,000.00 1,125.000 43,875.00 26,400.500 1,029,619 086 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 45.0000 103,500.00 1,960.000 88,200 087 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 50.0000 368,000.00 125.000 6,250.00 8,517.000 425,850 088 VEGETATION CONTROL MAT (RUBBER OR FIBER) SQYD 52.0000 1,409,200.00 2,554.670 132,842.84 20,087.220 1,044,535 089 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 66.0000 12,540.00 0.000 0 (STEEL POST) 090 SINGLE THRIE BEAM BARRIER (WOOD POST) LF 50.0000 108,500.00 0.000 0 091 DOUBLE THRIE BEAM BARRIER (WOOD POST) LF 80.0000 102,400.00 0.000 0 092 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 90.0000 50,400.00 0.000 0 093 CABLE RAILING LF 48.0000 59,856.00 0.000 0 (F) 094 TRANSITION RAILING (TYPE STB) EA 5,100.0000 30,600.00 0.000 0 095 TRANSITION RAILING (TYPE DTB) EA 5,600.0000 44,800.00 0.000 0 096 TRANSITION RAILING (TYPE WB-31) EA 5,100.0000 438,600.00 3.000 15,300.00 31.000 158,100 097 RAIL TENSIONING ASSEMBLY EA 950.0000 950.00 0.000 0 098 END CAP (TYPE A) EA 410.0000 11,480.00 2.000 820.00 4.000 1,640 099 END CAP (TYPE TC) EA 385.0000 38,115.00 0.000 0 100 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,250.0000 137,500.00 2.000 2,500.00 74.000 92,500 101 END ANCHOR ASSEMBLY (TYPE CA) EA 3,000.0000 3,000.00 0.000 0 102 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,750.0000 807,500.00 2.000 9,500.00 85.000 403,750 103 SEVERE-DUTY CRASH CUSHION EA 48,000.0000 240,000.00 2.000 96,000 PROGRAM CAS145 PAGE 5 DATE 05/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3311U4 TIME 11:08 AM ESTIMATE NO. 024 BID OPENING 05/18/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 05/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 CONCRETE BARRIER (TYPE 60MF) LF 465.0000 497,550.00 1,061.000 493,365 105 CONCRETE BARRIER (TYPE 60MS) LF 465.0000 25,110.00 20.000 9,300 106 CONCRETE BARRIER (TYPE 60MS MOD) LF 465.0000 32,550.00 10.000 4,650 107 CONCRETE BARRIER (TYPE 836SV MOD) LF 375.0000 251,250.00 550.000 206,250 (F) 108 CONCRETE BARRIER (TYPE 836B) LF 320.0000 346,560.00 93.000 29,760 (F) 109 REMOVE GUARDRAIL LF 8.5000 555,900.00 1,196.500 10,170.25 47,402.000 402,917 110 REMOVE CONCRETE BARRIER LF 35.0000 46,900.00 0.000 0 111 REMOVE BRIDGE RAILING LF 44.0000 1,672.00 0.000 0 112 REMOVE CRASH CUSHION EA 1,500.0000 12,000.00 17.000 25,500 113 THERMOPLASTIC PAVEMENT MARKING SQFT 55.0000 2,475.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 114 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.2000 7,128.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) 115 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.7500 10,312.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 116 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.8500 1,655.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 117 12" THERMOPLASTIC TRAFFIC STRIPE LF 5.5000 8,690.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 118 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 5,770.00 0.000 0 119 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 6,000.0000 6,000.00 0.500 3,000 SYSTEM ELEMENTS DURING CONSTRUCTION 120 MODIFYING LIGHTING SYSTEMS LS 2,500,000.0000 2,500,000.00 0.050 125,000.00 0.500 1,250,000 121 MODIFYING RAMP METERING SYSTEMS LS 135,000.0000 135,000.00 0.650 87,750 122 MODIFYING TRAFFIC MONITORING STATIONS LS 6,500.0000 6,500.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 05/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3311U4 TIME 11:08 AM ESTIMATE NO. 024 BID OPENING 05/18/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: IRA, ALFRED DATE OF THIS ESTIMATE 05/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 380,136.05 13,809,603.15 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 22,607.29 1,353,307.80 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 402,743.34 15,162,910.95 123 MOBILIZATION LS 825,000.0000 825,000.00 1.000 825,000 ORIGINAL CONTRACT AMOUNT 25,548,905.00 TOTAL WORK COMPLETED 402,743.34 15,987,910.95 MATERIALS ON HAND ON SITE -13,902.17 1,241,431.40 DEDUCTIONS 0.00 0.00 TOTAL 388,841.17 17,229,342.35 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 09/23/22 415 07/22/24 11/17/22 12/20/25 413 208 0 0 60% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU DEF TIME CHANGE ORDER IRA, ALFRED RESIDENT ENGINEER