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 11/21/25 EST. NO. 005 TIME 05:02 PM R.E. NAME: BOB DECKER 06-0X2404 --------------------------------------------------------------------------- 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 11/21/25 EST. NO. 005 TIME 05:02 PM R.E. NAME: BOB DECKER 06-0X2404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE JULY CPM UPDATE -10,000.00 002 JULY WPCP REPORTS -10,000.00 002 MISSING WPCP AUGUST -10,000.00 003 MISSING WPCP SEPT -10,000.00 003 REL JULY CPM UPD 10,000.00 003 AUGUST WPCP REPORTS 10,000.00 004 JULY WPCS REPORTS 10,000.00 004 MAINT ROAD PLATE REP -4,200.29 004 MAINT ROAD PLATE REP -3,207.58 004 TEMP CONCRETE WASHOU -10,000.00 004 DVBE NONCOMPLIANCE -682.80 005 HMA SMOOTHNESS NONCO -10,000.00 005 REL MISSING WPCP SEP 10,000.00 005 REL TEMP CONCRETE 10,000.00 005 9,317.20 -18,090.67 TOTAL DEDUCTIONS 9,317.20 -18,090.67 PROGRAM CAS145 PAGE 1 DATE 11/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X2404 TIME 05:02 PM ESTIMATE NO. 005 BID OPENING 01/23/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: BOB DECKER DATE OF THIS ESTIMATE 11/21/25 LOCATION PROGRESS ESTIMATE 06-KER-33-21.8/39.8 ----------------- DOJA, INC. KERN COUNTY AT VARIOUS LOCATIONS FROM 0.9 5050 MISSION BLVD MILE SOUTH OF HENRY ROAD TO 0.2 MILE NORTH ONTARIO CA 91762 OF CYMRIC ROAD (NORTH) FED. AID NO. N O N E STRUCTURAL CONCRETE AND RCP DRAINAGE CULVE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,300.0000 4,300.00 1.000 4,300 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 7,600.0000 7,600.00 0.000 0 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,400.0000 384,000.00 9.000 21,600.00 99.000 237,600 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 10,000.00 1.000 2,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 2,000.00 4.000 800 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 42,000.0000 42,000.00 0.660 27,720 007 TRAFFIC CONTROL SYSTEM LS 152,000.0000 152,000.00 0.060 9,120.00 0.620 94,240 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 16,000.0000 16,000.00 0.060 960.00 0.620 9,920 009 JOB SITE MANAGEMENT LS 42,000.0000 42,000.00 0.060 2,520.00 0.620 26,040 010 WATER POLLUTION CONTROL PROGRAM LS 3,200.0000 3,200.00 0.020 64.00 0.650 2,080 011 TEMPORARY DRAINAGE INLET PROTECTION EA 800.0000 3,200.00 0.000 0 012 TEMPORARY FIBER ROLL LF 8.0000 26,320.00 1,383.000 11,064.00 1,726.000 13,808 013 TEMPORARY CONSTRUCTION ENTRANCE EA 8,000.0000 16,000.00 0.000 0 014 STREET SWEEPING LS 32,000.0000 32,000.00 0.060 1,920.00 0.620 19,840 015 TEMPORARY CONCRETE WASHOUT LS 7,900.0000 7,900.00 0.175 1,382.50 0.175 1,382 016 INVASIVE SPECIES CONTROL LS 8,000.0000 8,000.00 0.060 480.00 0.620 4,960 017 DITCH EXCAVATION CY 180.0000 201,600.00 67.500 12,150 018 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,055.0000 10,275.00 0.000 0 019 BONDED FIBER MATRIX (SQFT) SQFT 0.2000 20,200.00 0.000 0 020 CLASS 2 AGGREGATE BASE (CY) CY 180.0000 12,060.00 9.980 1,796.40 18.560 3,340 021 HOT MIX ASPHALT (TYPE A) TON 340.0000 91,800.00 43.770 14,881.80 43.770 14,881 022 TACK COAT TON 3,000.0000 1,200.00 0.070 210.00 0.070 210 PROGRAM CAS145 PAGE 2 DATE 11/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X2404 TIME 05:02 PM ESTIMATE NO. 005 BID OPENING 01/23/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: BOB DECKER DATE OF THIS ESTIMATE 11/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 650.0000 3,900.00 0.000 0 024 STRUCTURAL CONCRETE, BOX CULVERT CY 1,800.0000 207,000.00 0.000 0 (F) 025 STRUCTURAL CONCRETE, HEADWALL CY 1,800.0000 356,400.00 5.710 10,278.00 7.700 13,860 (F) 026 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,200.0000 32,000.00 0.000 0 (F) 027 BAR REINFORCING STEEL LB 3.1000 49,910.00 0.000 0 028 BAR REINFORCING STEEL (BOX CULVERT) LB 2.9000 97,547.30 0.000 0 (F) 029 REPAIR SPALLED SURFACE AREA SQFT 900.0000 2,700.00 0.000 0 030 STRESS REDUCING SLAB CY 1,950.0000 429,000.00 5.510 10,744 031 24" REINFORCED CONCRETE PIPE LF 390.0000 627,900.00 385.000 150,150 032 36" REINFORCED CONCRETE PIPE LF 1,870.0000 143,990.00 0.000 0 033 36" REINFORCED CONCRETE PIPE TRENCHLESS LF 2,800.0000 308,000.00 0.000 0 INSTALLATION METHOD 034 48" REINFORCED CONCRETE PIPE LF 710.0000 120,700.00 0.000 0 035 24" X 18" CORRUGATED STEEL PIPE ARCH LF 975.0000 156,000.00 0.000 0 (.079" THICK) 036 24" CONCRETE FLARED END SECTION EA 2,980.0000 95,360.00 7.000 20,860.00 9.000 26,820 037 48" CONCRETE FLARED END SECTION EA 8,579.6000 8,579.60 0.000 0 038 24" X 18" STEEL FLARED END PIPE ARCH EA 1,095.0000 3,285.00 0.000 0 SECTION 039 36" PRECAST CONCRETE PIPE INLET LF 2,900.0000 11,890.00 0.000 0 040 ABANDON CULVERT (LF) LF 275.0000 60,500.00 0.000 0 041 REMOVE CULVERT (LF) LF 60.0000 129,000.00 397.700 23,862 042 REMOVE INLET EA 890.0000 3,560.00 0.000 0 043 REMOVE HEADWALL EA 2,200.0000 35,200.00 1.000 2,200.00 2.000 4,400 044 REMOVE FLARED END SECTION (EA) EA 921.0000 12,894.00 1.000 921.00 5.000 4,605 045 CLEANING, INSPECTING, AND PREPARING LF 63.0000 3,465.00 0.000 0 CULVERT (LF) 046 SAND BACKFILL CY 650.0000 13,650.00 0.000 0 047 42" CURED-IN-PLACE PIPELINER LF 380.0000 34,580.00 0.000 0 048 48" CURED-IN-PLACE PIPELINER LF 430.0000 22,790.00 0.000 0 049 ROCK SLOPE PROTECTION (1/4 T, CLASS V, CY 391.0000 4,692.00 0.000 0 METHOD B) (CY) PROGRAM CAS145 PAGE 3 DATE 11/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X2404 TIME 05:02 PM ESTIMATE NO. 005 BID OPENING 01/23/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: BOB DECKER DATE OF THIS ESTIMATE 11/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ROCK SLOPE PROTECTION (150 LB, CLASS CY 391.0000 35,581.00 0.000 0 III, METHOD B) (CY) 051 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 391.0000 23,069.00 0.000 0 METHOD B) (CY) 052 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 85.0000 33,150.00 0.000 0 053 DETECTABLE WARNING SURFACE SQFT 110.0000 3,630.00 0.000 0 054 MINOR CONCRETE (CURB, SIDEWALK AND CURB CY 1,600.0000 19,200.00 0.000 0 RAMP) 055 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 143.0000 5,577.00 0.000 0 056 REMOVE CONCRETE (CURB AND GUTTER) LF 80.0000 2,000.00 0.000 0 057 MISCELLANEOUS IRON AND STEEL LB 5.5000 6,677.00 0.000 0 (F) 058 TEMPORARY FENCE (TYPE ERTEC) LF 16.0000 206,400.00 0.000 0 059 REMOVE PAVEMENT MARKER EA 12.0000 576.00 0.000 0 060 PAVEMENT MARKER (RETROREFLECTIVE) EA 22.0000 1,056.00 0.000 0 061 MARKER (CULVERT) EA 165.0000 13,200.00 0.000 0 062 RELOCATE ROADSIDE SIGN EA 2,200.0000 6,600.00 0.000 0 063 MIDWEST GUARDRAIL SYSTEM LF 73.0000 85,410.00 0.000 0 064 VEGETATION CONTROL MAT (RUBBER OR FIBER) SQYD 160.0000 134,400.00 0.000 0 065 PIPE HANDRAILING LF 550.0000 24,200.00 0.000 0 (F) 066 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 3,120.0000 6,240.00 0.000 0 067 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 5,915.0000 41,405.00 0.000 0 068 MFLEAT FLARED TERMINAL EA 7,200.0000 36,000.00 0.000 0 069 REMOVE METAL RAILING LF 180.0000 2,340.00 0.000 0 070 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 32.0000 6,400.00 0.000 0 WET NIGHT VISIBILITY) 071 PAINT TRAFFIC STRIPE (2-COAT) LF 6.0000 5,100.00 0.000 0 072 REMOVE PAINTED TRAFFIC STRIPE LF 9.0000 7,920.00 144.000 1,296.00 144.000 1,296 073 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 26.0000 5,720.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 11/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X2404 TIME 05:02 PM ESTIMATE NO. 005 BID OPENING 01/23/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: BOB DECKER DATE OF THIS ESTIMATE 11/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 101,553.70 711,010.60 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 34,297.05 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 101,553.70 745,307.65 074 MOBILIZATION LS 320,001.1000 320,001.10 0.750 240,000 ORIGINAL CONTRACT AMOUNT 5,100,000.00 TOTAL WORK COMPLETED 101,553.70 985,308.48 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 9,317.20 -18,090.67 TOTAL 110,870.90 967,217.81 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 04/02/25 160 05/19/25 00/00/00 02/18/26 103 26 0 0 20% 64% PROGRESS IS SATISFACTORY BOB DECKER RESIDENT ENGINEER