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 11/20/25 EST. NO. 003 TIME 06:05 PM R.E. NAME: DAVID ABLEDU 10-1L2804 --------------------------------------------------------------------------- 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 11/20/25 EST. NO. 003 TIME 06:05 PM R.E. NAME: DAVID ABLEDU 10-1L2804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 11/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1L2804 TIME 06:05 PM ESTIMATE NO. 003 BID OPENING 12/03/24 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: DAVID ABLEDU DATE OF THIS ESTIMATE 11/20/25 LOCATION PROGRESS ESTIMATE 10-SJ-4-20.5/20.8 ----------------- O.C. JONES & SONS, INC. SAN JOAQUIN COUNTY NEAR STOCKTON FROM 0.2 1520 FOURTH STREET MILE WEST OF WALKER LANE TO 0.1 MILE EAST BERKELEY CA 94710 OF WALKER LANE FED. AID NO. HSNH-P004(165)E INSTALL LEFT-TURN CHANNELIZATION. ------------------------------------------------------------------------------------------------------------------------------------ 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 2,500.0000 2,500.00 0.250 625.00 0.750 1,875 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,000.0000 60,000.00 24.000 24,000.00 30.000 30,000 004 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.700 3,500 005 TRAFFIC CONTROL SYSTEM LS 105,000.0000 105,000.00 0.400 42,000.00 0.500 52,500 006 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 100.0000 12,000.00 48.000 4,800.00 60.000 6,000 SYSTEM 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,000.0000 10,000.00 0.400 4,000.00 0.500 5,000 008 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 4,500.0000 9,000.00 2.000 9,000 SYSTEM 009 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 280.0000 16,800.00 24.000 6,720.00 30.000 8,400 010 JOB SITE MANAGEMENT LS 16,000.0000 16,000.00 0.400 6,400.00 0.500 8,000 011 STORMWATER POLLUTION PREVENTION PLAN LS 8,820.0000 8,820.00 1.000 8,820 012 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 013 TEMPORARY CHECK DAM LF 5.5000 3,575.00 500.000 2,750 014 TEMPORARY FIBER ROLL LF 3.3000 5,214.00 1,572.000 5,187 015 STREET SWEEPING LS 25,000.0000 25,000.00 0.400 10,000.00 0.500 12,500 016 TEMPORARY CONCRETE WASHOUT LS 4,500.0000 4,500.00 0.900 4,050.00 1.000 4,500 017 TREATED WOOD WASTE LB 2.0000 420.00 0.000 0 018 REMOVE MONUMENT EA 750.0000 6,000.00 4.000 3,000.00 7.000 5,250 019 CLEARING AND GRUBBING (LS) LS 80,000.0000 80,000.00 1.000 80,000 020 ROADWAY EXCAVATION CY 83.0000 171,810.00 2,070.000 171,810.00 2,070.000 171,810 021 SHOULDER BACKING TON 180.0000 9,000.00 50.000 9,000.00 50.000 9,000 022 SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS SQYD 2.3000 6,371.00 2,770.000 6,371.00 2,770.000 6,371 A2 PROGRAM CAS145 PAGE 2 DATE 11/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1L2804 TIME 06:05 PM ESTIMATE NO. 003 BID OPENING 12/03/24 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: DAVID ABLEDU DATE OF THIS ESTIMATE 11/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 SUBGRADE ENHANCEMENT GEOGRID SQYD 4.0000 11,080.00 2,770.000 11,080.00 2,770.000 11,080 024 DRY SEED (SQFT) SQFT 0.1600 7,456.00 46,600.000 7,456.00 46,600.000 7,456 025 HYDROMULCH SQFT 0.0900 4,194.00 46,600.000 4,194.00 46,600.000 4,194 026 COMPOST (CY) CY 85.0000 24,650.00 290.000 24,650.00 290.000 24,650 027 CLASS 2 AGGREGATE BASE (CY) CY 87.0000 126,150.00 1,450.000 126,150.00 1,450.000 126,150 028 HOT MIX ASPHALT (TYPE A) TON 130.0000 274,300.00 2,110.000 274,300.00 2,110.000 274,300 029 TACK COAT TON 1,800.0000 7,560.00 4.200 7,560.00 4.200 7,560 030 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.2000 18,048.00 5,340.000 17,088.00 5,640.000 18,048 031 18" ALTERNATIVE PIPE CULVERT LF 120.0000 10,080.00 45.000 5,400.00 92.000 11,040 032 CONCRETE BACKFILL (PIPE TRENCH) CY 600.0000 5,400.00 6.000 3,600.00 11.500 6,900 (F) 033 24" CORRUGATED STEEL PIPE (.138" THICK) LF 260.0000 4,680.00 18.000 4,680 034 24" STEEL FLARED END SECTION EA 1,800.0000 1,800.00 1.000 1,800 035 18" CONCRETE FLARED END SECTION EA 2,200.0000 13,200.00 2.000 4,400.00 6.000 13,200 036 REMOVE CULVERT (LF) LF 40.0000 1,320.00 15.100 604.00 33.000 1,320 037 REMOVE FLARED END SECTION (EA) EA 1,300.0000 1,300.00 1.000 1,300 038 SLURRY CEMENT BACKFILL CY 700.0000 910.00 1.300 910 039 REMOVE AND REPLACE MONUMENT EA 4,000.0000 4,000.00 4.000 16,000.00 4.000 16,000 040 RELOCATE MAILBOX EA 750.0000 1,500.00 1.000 750.00 1.000 750 041 REMOVE FENCE LF 21.0000 3,570.00 170.000 3,570 042 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 600.00 144.000 576.00 144.000 576 043 REMOVE ROADSIDE SIGN EA 200.0000 600.00 3.000 600 044 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.5000 175.50 13.000 175.50 13.000 175 (0.063"-UNFRAMED) 045 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.5000 348.00 24.000 348.00 24.000 348 (0.080"-UNFRAMED) 046 ROADSIDE SIGN - ONE POST EA 700.0000 2,800.00 4.000 2,800.00 4.000 2,800 047 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 8.0000 3,360.00 420.000 3,360.00 420.000 3,360 WET NIGHT VISIBILITY) 048 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 230.00 230.000 230.00 230.000 230 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) PROGRAM CAS145 PAGE 3 DATE 11/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1L2804 TIME 06:05 PM ESTIMATE NO. 003 BID OPENING 12/03/24 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: DAVID ABLEDU DATE OF THIS ESTIMATE 11/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 16,700.00 8,350.000 16,700.00 8,350.000 16,700 (ENHANCED WET NIGHT VISIBILITY) 050 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 650.00 260.000 650.00 260.000 650 (ENHANCED WET NIGHT VISIBILITY) 051 6" RUMBLE STRIP (ASPHALT CONCRETE STA 300.0000 2,700.00 9.000 2,700.00 9.000 2,700 PAVEMENT) 052 12" RUMBLE STRIP (ASPHALT CONCRETE STA 280.0000 6,720.00 24.000 6,720.00 24.000 6,720 PAVEMENT) 053 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,500.0000 1,500.00 1.000 1,500.00 1.000 1,500 SYSTEM ELEMENTS DURING CONSTRUCTION 054 LIGHTING SYSTEM LS 85,000.0000 85,000.00 0.720 61,200.00 0.720 61,200 PROGRAM CAS145 PAGE 4 DATE 11/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1L2804 TIME 06:05 PM ESTIMATE NO. 003 BID OPENING 12/03/24 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: DAVID ABLEDU DATE OF THIS ESTIMATE 11/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 892,967.50 1,067,931.10 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 892,967.50 1,067,931.10 055 MOBILIZATION LS 125,000.0000 125,000.00 0.250 31,250.00 1.000 125,000 ORIGINAL CONTRACT AMOUNT 1,333,591.50 TOTAL WORK COMPLETED 924,217.50 1,192,931.10 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 924,217.50 1,192,931.10 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 02/27/25 60 08/14/25 08/14/25 12/31/25 30 37 0 0 88% 50% PROGRESS IS SATISFACTORY DAVID ABLEDU RESIDENT ENGINEER