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 03/21/25 EST. NO. 019 TIME 10:06 AM R.E. NAME: BERGEVIN, MIKE 08-1G4704 --------------------------------------------------------------------------- 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 0050 1,644.90 E.W. @ F.A.(+) 040624 N 0050 1,644.90 TOTAL THIS ESTIMATE 262,431.98 TOTAL PREVIOUS ESTIMATE 264,076.88 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 03/21/25 EST. NO. 019 TIME 10:06 AM R.E. NAME: BERGEVIN, MIKE 08-1G4704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION NOVEMBER 2023 -10,000.00 003 NOVEMBER 2023 RLS 10,000.00 005 FEBRUARY 2024 -2,000.00 006 FEBRUARY 2024 RLS 2,000.00 007 MARCH 2024 -10,000.00 007 MARCH 2024 RLS 10,000.00 008 OCTOBER 2024 -10,000.00 014 DECEMBER 2024 -10,000.00 016 OCTOBER 2024 10,000.00 016 DECEMBER 2024 RLS 10,000.00 017 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 03/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1G4704 TIME 10:06 AM ESTIMATE NO. 019 BID OPENING 12/14/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: BERGEVIN, MIKE DATE OF THIS ESTIMATE 03/21/25 LOCATION PROGRESS ESTIMATE 08-RIV-74-3.1 ----------------- 08-RIV-74-53.5 BEADOR CONSTRUCTION COMPANY, RIVERSIDE COUNTY NEAR LAKE ELSINORE AT INC. MORRILL CANYON BRIDGE AND NEAR HEMET AT 2900 BRISTOL STREET D204 STRAWBERRY CREEK BRIDGE. COSTA MESA, CA 92626 FED. AID NO. B1ST-S074(73)E STRUCTURAL CONC BR, CONC SLAB, HMA (TYPE A ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 10,000.0000 10,000.00 0.100 1,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,000.0000 250,000.00 248.000 248,000 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 12,000.00 4.000 8,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 2,000.00 2.500 500 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 1.000 25,000 007 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.750 11,250 008 TRAFFIC CONTROL SYSTEM LS 451,857.0000 451,857.00 1.000 451,857 009 TYPE III BARRICADE EA 80.0000 1,120.00 16.000 1,280 010 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 2,385.00 43.000 1,935 011 PORTABLE RADAR SPEED FEEDBACK SIGN EA 105.0000 12,600.00 0.000 0 SYSTEM DAY 012 PORTABLE FLASHING BEACONS (EA) EA 785.0000 7,850.00 0.000 0 013 TEMPORARY PAVEMENT MARKER EA 6.0000 198.00 0.000 0 014 TEMPORARY BARRIER SYSTEM LF 18.0000 55,080.00 2,400.000 43,200 015 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 7,000.0000 154,000.00 20.000 140,000 016 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,000.0000 39,000.00 14.000 42,000 SYSTEM 017 JOB SITE MANAGEMENT LS 65,000.0000 65,000.00 0.003 195.00 0.996 64,740 018 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 23,500.00 13.000 6,500 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 16,000.00 2.000 1,000 021 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 022 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 3,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 03/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1G4704 TIME 10:06 AM ESTIMATE NO. 019 BID OPENING 12/14/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: BERGEVIN, MIKE DATE OF THIS ESTIMATE 03/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY SOIL BINDER SQYD 0.5000 3,500.00 0.000 0 024 TEMPORARY COVER SQYD 3.7000 3,700.00 0.000 0 025 TEMPORARY DRAINAGE INLET PROTECTION EA 180.0000 360.00 1.000 180 026 TEMPORARY FIBER ROLL LF 9.0000 18,000.00 360.000 3,240 027 TEMPORARY GRAVEL BAG BERM LF 12.0000 12,000.00 0.000 0 028 TEMPORARY REINFORCED SILT FENCE LF 11.0000 11,000.00 1,200.000 13,200 029 TEMPORARY SILT FENCE LF 11.0000 11,000.00 655.000 7,205 030 TEMPORARY CONSTRUCTION ENTRANCE EA 4,700.0000 28,200.00 0.000 0 031 TEMPORARY CONCRETE WASHOUT LS 25,000.0000 25,000.00 1.000 25,000 032 TREATED WOOD WASTE LB 1.0000 7,830.00 1,558.000 1,558 033 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 72,500.0000 72,500.00 0.010 725.00 0.980 71,050 034 NATURAL RESOURCE PROTECTION PLAN LS 3,000.0000 3,000.00 1.000 3,000 035 CLEARING AND GRUBBING (LS) LS 135,000.0000 135,000.00 1.000 135,000 036 DUST PALLIATIVE LS 16,000.0000 16,000.00 0.000 0 037 ROADWAY EXCAVATION CY 125.0000 325,000.00 2,680.100 335,012 038 SHOULDER BACKING TON 500.0000 21,000.00 42.000 21,000 039 STRUCTURE EXCAVATION (BRIDGE) CY 485.0000 305,065.00 629.000 305,065 (F) 040 STRUCTURE EXCAVATION (RETAINING WALL) CY 300.0000 48,600.00 162.000 48,600 (F) 041 STRUCTURE BACKFILL (BRIDGE) CY 380.0000 117,040.00 308.000 117,040 (F) 042 STRUCTURE BACKFILL (RETAINING WALL) CY 375.0000 57,750.00 154.000 57,750 (F) 043 IMPORTED BORROW (CY) CY 54.0000 91,800.00 1,698.800 91,735 044 SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS SQYD 3.3000 6,303.00 1,660.800 5,480 A1 045 SOIL AMENDMENT CY 1,100.0000 1,430.00 0.000 0 046 PLANT (GROUP A) EA 27.0000 2,970.00 0.000 0 047 PLANT ESTABLISHMENT WORK LS 43,000.0000 43,000.00 0.000 0 048 WOOD MULCH CY 305.0000 3,660.00 0.000 0 049 DUFF (SQFT) SQFT 0.2500 6,275.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 03/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1G4704 TIME 10:06 AM ESTIMATE NO. 019 BID OPENING 12/14/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: BERGEVIN, MIKE DATE OF THIS ESTIMATE 03/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 HYDROSEED SQFT 0.3000 7,530.00 0.000 0 051 COMPOST (CY) CY 63.0000 9,450.00 0.000 0 052 INCORPORATE MATERIALS SQFT 0.3000 7,530.00 0.000 0 053 CLASS 2 AGGREGATE BASE (CY) CY 250.0000 90,000.00 339.376 84,844 054 PRIME COAT TON 16,500.0000 31,350.00 1.370 22,605 055 HOT MIX ASPHALT (TYPE A) TON 182.0000 593,320.00 3,515.600 639,839 056 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 68.0000 8,840.00 119.260 8,109 057 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 110.0000 1,210.00 28.880 3,176 AREA) 058 TACK COAT TON 910.0000 3,094.00 7.260 6,606 059 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 20.0000 58,200.00 2,927.990 58,559 060 REMOVE BASE AND SURFACING CY 82.0000 57,400.00 704.560 57,773 061 PRESTRESSING CAST-IN-PLACE CONCRETE LS 115,000.0000 115,000.00 1.000 115,000 062 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,400.0000 79,800.00 57.000 79,800 (F) 063 STRUCTURAL CONCRETE, BRIDGE CY 9,500.0000 1,206,500.00 127.000 1,206,500 (F) 064 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 600.0000 109,800.00 183.000 109,800 (F) FIBER) 065 STRUCTURAL CONCRETE, RETAINING WALL CY 2,450.0000 88,200.00 36.000 88,200 (F) 066 FURNISH PRECAST PRESTRESSED CONCRETE SQFT 125.0000 266,000.00 2,128.000 266,000 SLAB (TYPE SIV) 067 ERECT PRECAST PRESTRESSED CONCRETE DECK EA 35,000.0000 315,000.00 9.000 315,000 UNIT 068 JOINT SEAL (MR 1") LF 105.0000 15,330.00 146.000 15,330 069 BAR REINFORCING STEEL (BRIDGE) LB 2.8000 124,320.00 44,400.000 124,320 (F) 070 BAR REINFORCING STEEL (RETAINING WALL) LB 3.4000 15,232.00 4,480.000 15,232 (F) 071 BAR REINFORCING STEEL (EPOXY COATED) LB 5.4000 95,040.00 17,600.000 95,040 (F) (BRIDGE) 072 BAR REINFORCING STEEL (GALVANIZED) LB 12.0000 5,268.00 439.000 5,268 (F) 073 REMOVE RETAINING WALL (LF) LF 200.0000 16,000.00 80.000 16,000 074 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 4.0000 7,424.00 1,856.000 7,424 075 FURNISH POLYESTER CONCRETE OVERLAY CF 105.0000 32,445.00 309.000 32,445 076 PLACE POLYESTER CONCRETE OVERLAY SQFT 22.0000 40,832.00 1,856.000 40,832 (F) PROGRAM CAS145 PAGE 4 DATE 03/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1G4704 TIME 10:06 AM ESTIMATE NO. 019 BID OPENING 12/14/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: BERGEVIN, MIKE DATE OF THIS ESTIMATE 03/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 BRIDGE REMOVAL (PORTION), LOCATION A LS 37,000.0000 37,000.00 1.000 37,000 078 BRIDGE REMOVAL (PORTION), LOCATION B LS 73,000.0000 73,000.00 1.000 73,000 079 18" CORRUGATED STEEL PIPE (.064" THICK) LF 785.0000 7,850.00 9.500 7,457 080 24" CORRUGATED STEEL PIPE (.138" THICK) LF 490.0000 15,680.00 31.300 15,337 081 36" CORRUGATED STEEL PIPE INLET (.168" LF 890.0000 8,900.00 9.700 8,633 THICK) 082 24" ALTERNATIVE FLARED END SECTION EA 1,050.0000 1,050.00 1.000 1,050 083 REMOVE INLET EA 5,250.0000 5,250.00 1.000 5,250 084 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 1,750.0000 5,250.00 2.000 3,500 085 ROCK SLOPE PROTECTION (300 LB, CLASS IV, CY 590.0000 18,290.00 31.000 18,290 METHOD B) (CY) 086 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 43.0000 2,580.00 60.000 2,580 087 SURVEY MONUMENT (TYPE D) EA 8,500.0000 8,500.00 0.000 0 088 PREPARE AND STAIN CONCRETE SQFT 14.0000 49,616.00 3,544.000 49,616 089 ANTI-GRAFFITI COATING SQFT 3.0000 15,339.00 5,113.000 15,339 (F) 090 REMOVE PAVEMENT MARKER EA 2.0000 300.00 90.000 180 091 DELINEATOR (CLASS 1) EA 65.0000 4,355.00 52.000 3,380 092 GUARD RAILING DELINEATOR EA 68.0000 2,720.00 17.000 1,156 093 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.0000 525.00 74.000 518 094 PAVEMENT MARKER EA 48.0000 5,760.00 92.000 4,416 (RETROREFLECTIVE-RECESSED) 095 MILEPOST MARKER EA 315.0000 945.00 3.000 945 096 OBJECT MARKER (TYPE N) EA 340.0000 2,720.00 0.000 0 097 OBJECT MARKER (TYPE P) EA 365.0000 2,920.00 7.000 2,555 098 REMOVE ROADSIDE SIGN EA 130.0000 2,080.00 12.000 1,560 099 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 2,890.00 170.000 2,890 (0.063"-UNFRAMED) 100 ROADSIDE SIGN - ONE POST EA 645.0000 16,770.00 30.000 19,350 101 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 56.0000 11,200.00 212.500 11,900 102 VEGETATION CONTROL (MINOR CONCRETE) SQYD 160.0000 20,800.00 130.000 20,800 103 TRANSITION RAILING (TYPE WB-31) EA 5,775.0000 5,775.00 1.000 5,775 PROGRAM CAS145 PAGE 5 DATE 03/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1G4704 TIME 10:06 AM ESTIMATE NO. 019 BID OPENING 12/14/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: BERGEVIN, MIKE DATE OF THIS ESTIMATE 03/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ALTERNATIVE CRASH CUSHION SYSTEM EA 55,000.0000 385,000.00 7.000 385,000 105 CONCRETE BARRIER (TYPE 60M) LF 120.0000 48,000.00 394.500 47,340 106 CONCRETE BARRIER (TYPE 842B) LF 725.0000 19,575.00 27.000 19,575 (F) 107 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 280.0000 113,120.00 404.000 113,120 (F) 108 REMOVE GUARDRAIL LF 28.0000 15,400.00 538.900 15,089 109 REMOVE CONCRETE BARRIER LF 140.0000 12,600.00 90.000 12,600 110 REMOVE CRASH CUSHION EA 3,150.0000 3,150.00 0.000 0 111 PAINT TRAFFIC STRIPE (2-COAT) LF 7.2000 57,240.00 8,281.000 59,623 112 PAINT PAVEMENT MARKING (2-COAT) SQFT 7.0000 1,050.00 150.000 1,050 113 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.6000 22,984.00 10,241.000 26,626 (ENHANCED WET NIGHT VISIBILITY) 114 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.6000 10,368.00 2,164.000 3,462 115 6" RUMBLE STRIP (ASPHALT CONCRETE STA 680.0000 6,800.00 10.000 6,800 PAVEMENT) 116 12" RUMBLE STRIP (ASPHALT CONCRETE STA 1,200.0000 5,760.00 13.800 16,560 PAVEMENT) 117 INTERCONNECTION CONDUIT AND CABLE (LS) LS 105,000.0000 105,000.00 1.000 105,000 118 BROADBAND INTERCONNECTION CONDUIT AND LS 105,000.0000 105,000.00 1.000 105,000 CABLE 119 TEMPORARY SIGNAL SYSTEMS LS 260,000.0000 260,000.00 1.000 260,000 120 TEMPORARY FLASHING BEACON SYSTEMS LS 100,000.0000 100,000.00 1.000 100,000 121 2" CONDUIT (BRIDGE) LS 100,000.0000 100,000.00 1.000 100,000 122 3" CONDUIT (BRIDGE) LS 50,000.0000 50,000.00 1.000 50,000 PROGRAM CAS145 PAGE 6 DATE 03/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1G4704 TIME 10:06 AM ESTIMATE NO. 019 BID OPENING 12/14/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: BERGEVIN, MIKE DATE OF THIS ESTIMATE 03/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 920.00 7,448,658.24 ADJUSTMENT OF COMPENSATION 0.00 56,060.78 EXTRA WORK 1,644.90 208,016.10 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,564.90 7,712,735.12 123 MOBILIZATION LS 800,000.0000 800,000.00 1.000 800,000 ORIGINAL CONTRACT AMOUNT 8,485,300.00 TOTAL WORK COMPLETED 2,564.90 8,512,735.12 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 2,564.90 8,512,735.12 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 05/10/23 500 07/20/23 07/20/23 04/30/25 248 132 0 0 96% 50% PROGRESS IS SATISFACTORY *** SUSPENDED ON 10/07/24. BERGEVIN, MIKE RESIDENT ENGINEER