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 09/17/26 EST. NO. 003 TIME 09:46 AM R.E. NAME: MANOHARAN, SELVENDRAN 03-3G7804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0001 55,001.77 A.C. @ U.P.(+) 091626 N 2-1 004 0001 58,309.00 A.C. @ L.S.(+) 080726 N 4-1 006 0001 5,000.00 E.W. @ L.S.(+) 082026 N 6-1 118,310.77 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 118,310.77 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 09/17/26 EST. NO. 003 TIME 09:46 AM R.E. NAME: MANOHARAN, SELVENDRAN 03-3G7804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEDUCT LTTR 9/2026 -3,000.00 003 -3,000.00 -3,000.00 TOTAL DEDUCTIONS -3,000.00 -3,000.00 PROGRAM CAS145 PAGE 1 DATE 09/17/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3G7804 TIME 09:46 AM ESTIMATE NO. 003 BID OPENING 03/25/26 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/26 R.E. NAME: MANOHARAN, SELVENDRAN DATE OF THIS ESTIMATE 09/17/26 LOCATION PROGRESS ESTIMATE 03-YUB-70-R8.4/13.6 ----------------- ALL-AMERICAN CONSTRUCTION, YUBA COUNTY AT AND NEAR OLIVEHURST FROM INC. ROUTE 65/70 SEPARATION TO YUBA RIVER 1700 ACACIA AVENUE BRIDGE SUTTER CA 95982 FED. AID NO. N O N E COLD PLANE AC PAVEMENT AND RUBBERIZED HMA- ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,700.0000 1,700.00 1.000 1,700 002 TIME-RELATED OVERHEAD (WDAY) WDAY 1,500.0000 67,500.00 4.000 6,000.00 35.000 52,500 003 CONSTRUCTION AREA SIGNS LS 14,800.0000 14,800.00 0.800 11,840 004 TRAFFIC CONTROL SYSTEM LS 258,640.0000 258,640.00 0.200 51,728.00 0.900 232,776 005 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 300.0000 6,000.00 20.000 6,000 006 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 30.0000 2,700.00 39.000 1,170.00 70.000 2,100 SYSTEM 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 7,200.0000 7,200.00 0.200 1,440.00 0.900 6,480 008 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 20.0000 800.00 0.000 0 009 JOB SITE MANAGEMENT LS 35,000.0000 35,000.00 0.200 7,000.00 0.900 31,500 010 WATER POLLUTION CONTROL PROGRAM LS 2,500.0000 2,500.00 1.000 2,500 011 TEMPORARY CHECK DAM LF 5.0000 2,535.00 520.000 2,600 012 TEMPORARY DRAINAGE INLET PROTECTION EA 96.0000 3,648.00 64.000 6,144 013 TEMPORARY GRAVEL BAG BERM LF 5.0000 835.00 290.000 1,450 014 TREATED WOOD WASTE LB 0.3500 350.00 1,000.000 350.00 1,000.000 350 015 SHOULDER BACKING TON 60.0000 55,800.00 849.210 50,952 016 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1,700.0000 4,080.00 2.400 4,080 017 HOT MIX ASPHALT (TYPE A) TON 302.0000 63,420.00 207.700 62,725 018 MINOR HOT MIX ASPHALT TON 190.0000 3,420.00 20.000 3,800.00 20.000 3,800 019 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 141.0000 1,861,200.00 12,709.140 1,791,988 (OPEN GRADED FRICTION COURSE) 020 SHOULDER RUMBLE STRIP (HMA,GROUND-IN STA 51.0000 41,310.00 805.000 41,055 INDENTATIONS) 021 DATA CORE LS 5,700.0000 5,700.00 0.500 2,850 022 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 14.7400 6,190.80 440.000 6,485.60 440.000 6,485 PROGRAM CAS145 PAGE 2 DATE 09/17/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3G7804 TIME 09:46 AM ESTIMATE NO. 003 BID OPENING 03/25/26 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/26 R.E. NAME: MANOHARAN, SELVENDRAN DATE OF THIS ESTIMATE 09/17/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 14.7400 6,190.80 398.000 5,866.52 398.000 5,866 024 TACK COAT TON 974.0000 87,660.00 58.230 56,716 025 REMOVE ASPHALT CONCRETE DIKE LF 2.5000 2,100.00 840.000 2,100 026 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.0700 192,600.00 168,078.000 179,843 027 DELINEATOR (CLASS 1) EA 43.0000 12,900.00 193.000 8,299.00 193.000 8,299 028 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.7500 20,470.00 188.000 1,081.00 3,291.000 18,923 029 MILEPOST MARKER EA 75.0000 1,500.00 20.000 1,500.00 20.000 1,500 030 OBJECT MARKER (TYPE L-1) EA 70.0000 700.00 12.000 840.00 12.000 840 031 REMOVE ROADSIDE SIGN EA 50.0000 300.00 6.000 300.00 6.000 300 032 REMOVE ROADSIDE SIGN PANEL EA 150.0000 1,650.00 11.000 1,650.00 11.000 1,650 033 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 46.5300 50,717.70 1,090.000 50,717.70 1,090.000 50,717 034 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 29.0300 1,161.20 31.700 920.25 31.700 920 (0.063"-UNFRAMED) 035 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 5,940.00 270.000 5,940.00 270.000 5,940 (0.080"-FRAMED) 036 ROADSIDE SIGN - ONE POST EA 500.0000 500.00 1.000 500.00 1.000 500 037 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 280.0000 3,080.00 11.000 3,080.00 11.000 3,080 POST 038 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 2,500.0000 12,500.00 5.000 12,500.00 5.000 12,500 BOX POST) 039 FURNISH LAMINATED WOOD BOX POST (TYPE L) EA 3,118.0000 12,472.00 4.000 12,472.00 4.000 12,472 040 FURNISH LAMINATED WOOD BOX POST (TYPE M) EA 2,928.0000 17,568.00 6.000 17,568.00 6.000 17,568 041 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 65.00 280.000 140 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 042 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 970.00 1,784.000 892 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 043 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 18,150.00 36,172.000 18,086 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 044 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 97,440.00 3,617.000 3,797.85 90,643.000 95,175 (ENHANCED WET NIGHT VISIBILITY) 045 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 4,770.00 599.000 1,797.00 1,120.000 3,360 (ENHANCED WET NIGHT VISIBILITY) 046 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 11.5000 57,615.00 3,545.000 40,767.50 6,279.000 72,208 MARKING (ENHANCED WET NIGHT VISIBILITY) 047 12" THERMOPLASTIC TRAFFIC STRIPE LF 2.2500 20,272.50 9,146.000 20,578 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 3 DATE 09/17/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3G7804 TIME 09:46 AM ESTIMATE NO. 003 BID OPENING 03/25/26 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/26 R.E. NAME: MANOHARAN, SELVENDRAN DATE OF THIS ESTIMATE 09/17/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 048 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 700.0000 700.00 1.000 700.00 1.000 700 SYSTEM ELEMENTS DURING CONSTRUCTION 049 MODIFYING AUTOMATIC VEHICLE LS 195,334.0000 195,334.00 0.561 109,582.37 0.561 109,582 CLASSIFICATION SYSTEM 050 MODIFYING TRAFFIC MONITORING STATIONS LS 23,957.0000 23,957.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 09/17/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3G7804 TIME 09:46 AM ESTIMATE NO. 003 BID OPENING 03/25/26 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/26 R.E. NAME: MANOHARAN, SELVENDRAN DATE OF THIS ESTIMATE 09/17/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 357,852.79 3,022,336.06 ADJUSTMENT OF COMPENSATION 113,310.77 113,310.77 EXTRA WORK 5,000.00 5,000.00 SUBTOTAL AMOUNT EARNED 476,163.56 3,140,646.83 ORIGINAL CONTRACT AMOUNT 3,294,612.00 TOTAL WORK COMPLETED 476,163.56 3,140,646.83 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -3,000.00 -3,000.00 TOTAL 473,163.56 3,137,646.83 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 05/12/26 45 07/08/26 07/08/26 10/06/26 28 19 0 0 91% 62% PROGRESS IS SATISFACTORY MANOHARAN, SELVENDRAN RESIDENT ENGINEER