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 12/26/25 EST. NO. 005 TIME 06:30 AM R.E. NAME: GRANDY, DWAYNE 03-3G3804 --------------------------------------------------------------------------- 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 12/26/25 EST. NO. 005 TIME 06:30 AM R.E. NAME: GRANDY, DWAYNE 03-3G3804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEDUCT LTTR 10/2025 -6,000.00 003 DEDUCT LTTR 12/2025 -2,000.00 005 -2,000.00 -8,000.00 TOTAL DEDUCTIONS -2,000.00 -8,000.00 PROGRAM CAS145 PAGE 1 DATE 12/26/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3G3804 TIME 06:30 AM ESTIMATE NO. 005 BID OPENING 05/06/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/25 R.E. NAME: GRANDY, DWAYNE DATE OF THIS ESTIMATE 12/26/25 LOCATION RERUN PROGRESS ESTIMATE 03-BUT-32-R23.9/30.8 ----------------------- 03-BUT-32-31.0/31.6 LAMON CONSTRUCTION CO., INC. BUTTE COUNTY NEAR CHICO FROM NOPEL AVENUE 871 VON GELDERN WAY TO 1.3 MILES WEST OF CARPENTER RIDGE ROAD YUBA CITY CA 95991 AND FROM 1.1 MILES WEST OF CARPENTER RIDGE ROAD TO 0.5 MILE WEST OF CARPENTER RIDGE FED. AID NO. N O N E HMA OVERLAY, COLD PLANE, AND REMOVE & REPL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,575.0000 1,575.00 1.000 1,575 002 TIME-RELATED OVERHEAD (WDAY) WDAY 1,410.0000 63,450.00 28.420 40,072.20 44.998 63,447 003 CONSTRUCTION AREA SIGNS LS 16,700.0000 16,700.00 0.013 217.10 0.910 15,197 004 TRAFFIC CONTROL SYSTEM LS 237,720.0000 237,720.00 0.938 222,981 005 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 12,600.0000 12,600.00 0.938 11,818 006 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 84.0000 10,920.00 32.000 2,688 007 JOB SITE MANAGEMENT LS 10,500.0000 10,500.00 0.938 9,849 008 WATER POLLUTION CONTROL PROGRAM LS 1,300.0000 1,300.00 0.250 325.00 1.000 1,300 009 TEMPORARY CHECK DAM LF 10.8500 2,170.00 196.000 2,126 010 TEMPORARY DRAINAGE INLET PROTECTION EA 217.0000 651.00 3.000 651 011 TEMPORARY GRAVEL BAG BERM LF 10.8500 5,425.00 500.000 5,425 012 TREATED WOOD WASTE LB 26.2500 866.25 33.000 866 013 SHOULDER BACKING TON 58.6000 83,798.00 1,291.060 75,656.12 3,360.040 196,898 014 IMPORTED BORROW (CY) CY 159.5000 54,230.00 339.000 54,070 015 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1,100.0000 1,320.00 0.000 0 016 CRACK TREATMENT LNMI 7,080.0000 70,800.00 9.797 69,362 017 SEGMENT CORRECTION EA 1,450.0000 60,900.00 43.000 62,350 018 HOT MIX ASPHALT (TYPE A) TON 105.4000 2,023,680.00 21,278.200 2,242,722 019 MINOR HOT MIX ASPHALT TON 150.7500 238,185.00 1,276.750 192,470 020 DATA CORE LS 6,200.0000 6,200.00 1.000 6,200.00 1.000 6,200 021 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.0500 115,620.00 58,341.000 119,599 022 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.7400 274.00 71.000 194 PROGRAM CAS145 PAGE 2 DATE 12/26/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3G3804 TIME 06:30 AM ESTIMATE NO. 005 BID OPENING 05/06/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/25 R.E. NAME: GRANDY, DWAYNE DATE OF THIS ESTIMATE 12/26/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 024 TACK COAT TON 1,150.0000 103,500.00 42.540 48,921.00 42.540 48,921 025 REMOVE ASPHALT CONCRETE DIKE LF 0.3800 21,470.00 59,040.500 22,435 026 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.8300 118,577.00 45,976.880 130,114 027 REMOVE DELINEATOR EA 52.5000 26,775.00 510.000 26,775 028 REMOVE OBJECT MARKER EA 52.5000 105.00 0.000 0 029 DELINEATOR (CLASS 2) EA 89.2500 45,517.50 41.000 3,659.25 791.000 70,596 030 PAVEMENT MARKER EA 12.1000 67,760.00 2,909.000 35,198.90 2,909.000 35,198 (RETROREFLECTIVE-RECESSED) 031 SNOW POLE MARKER EA 52.5000 26,775.00 760.000 39,900.00 760.000 39,900 032 OBJECT MARKER (TYPE L-1) EA 94.5000 189.00 2.000 189 033 REMOVE ROADSIDE SIGN EA 262.5000 12,862.50 49.000 12,862 034 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 23.8500 8,347.50 336.610 8,028 (0.063"-UNFRAMED) 035 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0500 609.60 32.000 609 (0.080"-UNFRAMED) 036 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 36.1500 433.80 12.000 433 (0.063"-FRAMED) 037 ROADSIDE SIGN - ONE POST EA 420.0000 19,740.00 47.000 19,740 038 ROADSIDE SIGN - TWO POST EA 787.5000 787.50 1.000 787 039 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,680.0000 1,680.00 1.000 1,680 040 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 4,410.0000 4,410.00 1.000 4,410 041 BURIED POST END ANCHOR (TYPE B-F) EA 3,675.0000 7,350.00 0.000 0 042 REMOVE GUARDRAIL LF 15.7500 2,362.50 45.000 708 043 RECONSTRUCT GUARDRAIL (STEEL POST) LF 43.0000 31,390.00 0.000 0 044 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,320.00 3,910.000 3,910.00 3,910.000 3,910 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 045 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 6,750.00 3,069.000 3,069.00 3,069.000 3,069 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 046 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 146,000.00 156,148.000 156,148.00 156,148.000 156,148 (ENHANCED WET NIGHT VISIBILITY) 047 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.1600 1,078.80 1,072.000 1,243.52 1,072.000 1,243 (ENHANCED WET NIGHT VISIBILITY) 048 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 12.6000 18,900.00 1,517.000 19,114.20 1,517.000 19,114 MARKING (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 3 DATE 12/26/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3G3804 TIME 06:30 AM ESTIMATE NO. 005 BID OPENING 05/06/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/25 R.E. NAME: GRANDY, DWAYNE DATE OF THIS ESTIMATE 12/26/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 REMOVE TRAFFIC STRIPE (HIGH-PRESSURE LF 0.8400 123,480.00 124,193.250 104,322 WATER BLASTING) 050 REMOVE PAVEMENT MARKING (HIGH-PRESSURE SQFT 14.7000 20,139.00 1,412.000 20,756 WATER BLASTING) PROGRAM CAS145 PAGE 4 DATE 12/26/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3G3804 TIME 06:30 AM ESTIMATE NO. 005 BID OPENING 05/06/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/25 R.E. NAME: GRANDY, DWAYNE DATE OF THIS ESTIMATE 12/26/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 433,634.29 4,013,747.08 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED 433,634.29 4,013,747.08 ORIGINAL CONTRACT AMOUNT 3,839,193.95 TOTAL WORK COMPLETED 433,634.29 4,013,747.08 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -2,000.00 -8,000.00 TOTAL 431,634.29 4,005,747.08 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 06/09/25 45 07/30/25 07/30/25 12/19/25 45 53 0 0 95% 100% PROGRESS IS SATISFACTORY GRANDY, DWAYNE RESIDENT ENGINEER