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 08/13/25 EST. NO. 024 TIME 12:37 PM R.E. NAME: DOAN, ANTHONY 08-1G8304 --------------------------------------------------------------------------- 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 08/13/25 EST. NO. 024 TIME 12:37 PM R.E. NAME: DOAN, ANTHONY 08-1G8304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION JULY 2023 -2,000.00 002 JULY 2023 RLS 2,000.00 003 JANUARY 2024 -10,000.00 008 JANUARY 2024 RLS 10,000.00 009 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 08/13/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1G8304 TIME 12:37 PM ESTIMATE NO. 024 BID OPENING 10/13/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/04/25 R.E. NAME: DOAN, ANTHONY DATE OF THIS ESTIMATE 08/13/25 LOCATION FINAL ESTIMATE 08-SBD-40-R100.8/R101.8 -------------- SKANSKA USA CIVIL WEST SAN BERNARDINO COUNTY AT ESSEX FROM 1.1 CALIFORNIA DISTRICT INC. MILES EAST OF ESSEX ROAD OVERCROSSING TO 1995 AGUA MANSA ROAD 0.5 MILE EAST OF HALFWAY HILLS WASH BRIDGE RIVERSIDE CA 92509 FED. AID NO. B1IM-040 (2 )69 HMA, STRUCTURAL CONC, BAR REINFORCING STEE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 10,000.0000 10,000.00 1.000 10,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 4,200.0000 1,512,000.00 360.000 1,512,000 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 54,000.00 7.000 42,000 005 HOURLY OFF-SITE HR 200.0000 4,000.00 52.000 10,400 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 1.000 20,000 007 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 1.000 50,000 008 TRAFFIC CONTROL SYSTEM LS 295,653.0000 295,653.00 1.000 295,653 009 FLASHING ARROW SIGN EA 1,200.0000 10,800.00 9.000 10,800 010 TYPE III BARRICADE EA 25.0000 1,375.00 55.000 1,375 011 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.0000 2,040.00 504.000 2,016 012 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4500 83,700.00 148,707.000 66,918 013 CHANNELIZER (SURFACE MOUNTED) EA 90.0000 81,900.00 913.000 82,170 014 PLASTIC TRAFFIC DRUMS EA 50.0000 600.00 12.000 600 015 PORTABLE RADAR SPEED FEEDBACK SIGN EA 0.5000 360.00 758.000 379 SYSTEM DAY 016 TEMPORARY PAVEMENT MARKER EA 4.0000 9,160.00 1,843.000 7,372 017 TEMPORARY BARRIER SYSTEM LF 14.0000 331,800.00 24,010.000 336,140 018 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 7,500.0000 30,000.00 4.000 30,000 019 TEMPORARY AUTOMATED END OF QUEUE WARNING EA 200.0000 144,000.00 788.000 157,600 SYSTEM (TYPE 1) DAY 020 END OF QUEUE MONITORING AND WARNING WITH EA 1,000.0000 10,000.00 10.000 10,000 TRUCK MOUNTED CHANGEABLE MESSAGE SIGN DAY 021 TEMPORARY CRASH CUSHION MODULE EA 350.0000 14,700.00 42.000 14,700 PROGRAM CAS145 PAGE 2 DATE 08/13/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1G8304 TIME 12:37 PM ESTIMATE NO. 024 BID OPENING 10/13/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/04/25 R.E. NAME: DOAN, ANTHONY DATE OF THIS ESTIMATE 08/13/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 ALTERNATIVE TEMPORARY CRASH CUSHION EA 4,000.0000 92,000.00 24.000 96,000 023 TEMPORARY TRAFFIC SCREEN LF 3.0000 67,200.00 22,840.000 68,520 024 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 7,500.0000 15,000.00 2.000 15,000 SYSTEM 025 JOB SITE MANAGEMENT LS 25,000.0000 25,000.00 1.000 25,000 026 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 1.000 5,000 PLAN 027 STORM WATER ANNUAL REPORT EA 1,000.0000 2,000.00 2.000 2,000 028 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 1,500.0000 6,000.00 1.000 1,500 CONTROL) 029 TEMPORARY SOIL BINDER SQYD 0.4500 6,750.00 15,000.000 6,750 030 TEMPORARY FIBER ROLL LF 4.5000 9,000.00 2,000.000 9,000 031 TEMPORARY GRAVEL BAG BERM LF 7.0000 7,000.00 1,225.000 8,575 032 TEMPORARY CONSTRUCTION ENTRANCE EA 10,000.0000 10,000.00 1.000 10,000 033 STREET SWEEPING LS 130,000.0000 130,000.00 1.000 130,000 034 TEMPORARY CONCRETE WASHOUT LS 15,000.0000 15,000.00 1.000 15,000 035 ASBESTOS COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000 036 TREATED WOOD WASTE LB 4.0000 6,440.00 7,200.050 28,800 037 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 180,000.0000 180,000.00 1.000 180,000 038 NATURAL RESOURCE PROTECTION PLAN LS 8,000.0000 8,000.00 1.000 8,000 039 REMOVE CONCRETE (CY) CY 3,000.0000 8,100.00 3.000 9,000 040 TEMPORARY HIGH-VISIBILITY FENCE LF 10.0000 5,000.00 0.000 0 041 CLEARING AND GRUBBING (LS) LS 15,000.0000 15,000.00 1.000 15,000 042 DUST PALLIATIVE LS 18,000.0000 18,000.00 1.000 18,000 043 ROADWAY EXCAVATION CY 14.0000 420,000.00 56,298.000 788,172 044 STRUCTURE EXCAVATION (BRIDGE) CY 85.0000 40,800.00 480.000 40,800 (F) 045 STRUCTURE EXCAVATION (ROCK SLOPE CY 30.0000 75,000.00 2,500.000 75,000 PROTECTION) 046 STRUCTURE BACKFILL (BRIDGE) CY 85.0000 27,625.00 325.000 27,625 (F) 047 IMPORTED BORROW (CY) CY 14.0000 551,600.00 9,915.000 138,810 048 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,500.0000 3,000.00 1.000 1,500 PROGRAM CAS145 PAGE 3 DATE 08/13/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1G8304 TIME 12:37 PM ESTIMATE NO. 024 BID OPENING 10/13/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/04/25 R.E. NAME: DOAN, ANTHONY DATE OF THIS ESTIMATE 08/13/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 DUFF (ACRE) ACRE 650.0000 17,550.00 27.000 17,550 050 BONDED FIBER MATRIX (SQFT) SQFT 0.1400 163,800.00 1,170,000.000 163,800 051 CLASS 2 AGGREGATE BASE (CY) CY 65.0000 292,500.00 4,650.000 302,250 052 PRIME COAT TON 3,750.0000 127,500.00 28.940 108,525 053 HOT MIX ASPHALT (TYPE A) TON 243.0000 4,179,600.00 16,421.000 3,990,303 054 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 20.0000 4,600.00 173.000 3,460 055 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 20.0000 4,400.00 165.000 3,300 056 TACK COAT TON 1,000.0000 18,000.00 14.100 14,100 057 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 35.0000 288,400.00 7,535.800 263,753 058 REMOVE BASE AND SURFACING CY 20.0000 75,800.00 3,790.000 75,800 059 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 430.0000 440,320.00 1,024.000 440,320 060 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 400.0000 840,000.00 2,100.000 840,000 061 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 675.0000 91,125.00 135.000 91,125 (F) 062 STRUCTURAL CONCRETE, BRIDGE CY 4,000.0000 1,180,000.00 295.000 1,180,000 (F) 063 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 600.0000 897,600.00 1,496.000 897,600 (F) FIBER) 064 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,400.0000 331,800.00 237.000 331,800 (F) N) 065 STRUCTURAL CONCRETE, DRAINAGE INLET CY 5,500.0000 33,000.00 6.000 33,000 (F) 066 JOINT SEAL (MR 1 1/2") LF 150.0000 25,500.00 175.000 26,250 067 BAR REINFORCING STEEL (BRIDGE) LB 2.0000 1,477,800.00 738,900.000 1,477,800 (F) 068 STRUCTURAL STEEL (PIPE PIN) LB 30.0000 188,250.00 6,275.000 188,250 069 BRIDGE REMOVAL LS 410,000.0000 410,000.00 1.000 410,000 070 18" PLASTIC PIPE LF 35.0000 65,450.00 1,870.000 65,450 071 18" CORRUGATED STEEL PIPE (.064" THICK) LF 120.0000 33,600.00 280.000 33,600 072 48" CORRUGATED STEEL PIPE (.109" THICK) LF 2,000.0000 24,000.00 12.000 24,000 073 4" PLASTIC PIPE UNDERDRAIN LF 75.0000 750.00 10.000 750 074 CONCRETED-ROCK SLOPE PROTECTION (60 LB, CY 2,000.0000 12,000.00 9.000 18,000 CLASS II, METHOD B) (CY) 075 CONCRETED-ROCK SLOPE PROTECTION (1/2 T, CY 225.0000 895,500.00 3,980.000 895,500 CLASS VII, METHOD B) (CY) PROGRAM CAS145 PAGE 4 DATE 08/13/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1G8304 TIME 12:37 PM ESTIMATE NO. 024 BID OPENING 10/13/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/04/25 R.E. NAME: DOAN, ANTHONY DATE OF THIS ESTIMATE 08/13/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 7.0000 18,760.00 2,680.000 18,760 077 MISCELLANEOUS IRON AND STEEL LB 7.0000 18,102.00 2,586.000 18,102 (F) 078 SURVEY MONUMENT (TYPE D) EA 1,000.0000 8,000.00 0.000 0 079 FENCE (TYPE BW, METAL POST) LF 15.0000 12,000.00 800.000 12,000 080 16' WIRE MESH GATE EA 5,000.0000 5,000.00 1.000 5,000 081 TEMPORARY DESERT TORTOISE FENCE LF 15.0000 18,000.00 1,200.000 18,000 082 DESERT TORTOISE FENCE LF 25.0000 20,000.00 800.000 20,000 083 REMOVE PAVEMENT MARKER EA 1.0000 710.00 1,817.000 1,817 084 GUARD RAILING DELINEATOR EA 35.0000 840.00 26.000 910 085 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 2,840.00 703.000 2,812 086 OBJECT MARKER (TYPE P) EA 500.0000 2,000.00 4.000 2,000 087 MIDWEST GUARDRAIL SYSTEM LF 50.0000 52,500.00 1,075.000 53,750 088 TRANSITION RAILING (TYPE WB-31) EA 6,000.0000 24,000.00 4.000 24,000 089 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 6,000.0000 24,000.00 6.000 36,000 090 CONCRETE BARRIER (TYPE 842) LF 200.0000 253,200.00 1,266.000 253,200 (F) 091 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 370.0000 22,200.00 60.000 22,200 (F) 092 REMOVE GUARDRAIL LF 10.0000 9,400.00 940.000 9,400 093 SALVAGE METAL BRIDGE RAILING LF 15.0000 17,640.00 1,176.000 17,640 094 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 47,900.00 48,664.000 48,664 (ENHANCED WET NIGHT VISIBILITY) 095 REMOVE TRAFFIC STRIPE (HIGH PRESSURE LF 1.0000 37,400.00 37,400.000 37,400 WATER BLASTING) 096 12" RUMBLE STRIP (ASPHALT CONCRETE STA 60.0000 7,200.00 120.000 7,200 PAVEMENT) 097 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 7.0000 13,860.00 1,980.000 13,860 (WARRANTY) 098 TEMPORARY LIGHTING SYSTEMS LS 550,000.0000 550,000.00 1.000 550,000 099 2" CONDUIT (BRIDGE) LS 60,000.0000 60,000.00 1.000 60,000 100 3" CONDUIT (BRIDGE) LS 50,000.0000 50,000.00 1.000 50,000 PROGRAM CAS145 PAGE 5 DATE 08/13/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1G8304 TIME 12:37 PM ESTIMATE NO. 024 BID OPENING 10/13/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/04/25 R.E. NAME: DOAN, ANTHONY DATE OF THIS ESTIMATE 08/13/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 17,573,176.35 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 173,393.55 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 17,746,569.90 101 MOBILIZATION LS 1,980,000.0000 1,980,000.00 1.000 1,980,000 ORIGINAL CONTRACT AMOUNT 19,800,000.00 TOTAL WORK COMPLETED 0.00 19,726,569.90 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 0.00 19,726,569.90 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 03/02/23 360 05/22/23 05/22/23 02/04/25 360 64 0 0 100% 100% DOAN, ANTHONY RESIDENT ENGINEER