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 10/20/25 EST. NO. 001 TIME 01:33 PM R.E. NAME: MALONZO, ETHAN 04-2Y5204 --------------------------------------------------------------------------- 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 10/20/25 EST. NO. 001 TIME 01:33 PM R.E. NAME: MALONZO, ETHAN 04-2Y5204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2Y5204 TIME 01:33 PM ESTIMATE NO. 001 BID OPENING 05/29/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/25 R.E. NAME: MALONZO, ETHAN DATE OF THIS ESTIMATE 10/20/25 LOCATION PROGRESS ESTIMATE 04-SM-84-R27.7/R29.2 ----------------- O.C. JONES & SONS, INC. SAN MATEO COUNTY IN MENLO PARK ON ROUTE 84 1520 FOURTH STREET FROM ROUTE 114 TO DUMBARTON BRIDGE AND ON BERKELEY CA 94710 WILLOW ROAD AT ROUTE 114/101 SEPARATION FED. AID NO. N O N E COLD PLANE AC PAVEMENT AND OVERLAY WITH RH ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 1.000 2,500 002 TIME-RELATED OVERHEAD (WDAY) WDAY 600.0000 36,000.00 20.000 12,000.00 20.000 12,000 003 CONSTRUCTION AREA SIGNS LS 11,500.0000 11,500.00 0.750 8,625.00 0.750 8,625 004 TRAFFIC CONTROL SYSTEM LS 90,000.0000 90,000.00 0.650 58,500.00 0.650 58,500 005 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 250.0000 5,000.00 10.000 2,500.00 10.000 2,500 006 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 100.0000 6,000.00 20.000 2,000.00 20.000 2,000 SYSTEM 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 12,000.0000 12,000.00 0.650 7,800.00 0.650 7,800 008 JOB SITE MANAGEMENT LS 9,500.0000 9,500.00 0.650 6,175.00 0.650 6,175 009 WATER POLLUTION CONTROL PROGRAM LS 1,200.0000 1,200.00 1.000 1,200.00 1.000 1,200 010 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 5,100.00 34.000 5,100.00 34.000 5,100 011 STREET SWEEPING LS 30,000.0000 30,000.00 0.650 19,500.00 0.650 19,500 012 NOISE MONITORING LS 2,000.0000 2,000.00 0.650 1,300.00 0.650 1,300 013 ROADWAY EXCAVATION CY 350.0000 4,550.00 13.000 4,550.00 13.000 4,550 014 CLASS 2 AGGREGATE BASE (CY) CY 410.0000 4,920.00 12.000 4,920.00 12.000 4,920 015 SEGMENT CORRECTION EA 2,050.0000 14,350.00 4.500 9,225.00 4.500 9,225 016 HOT MIX ASPHALT (TYPE A) TON 158.0000 113,760.00 0.000 0 017 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 152.5000 1,677,500.00 9,750.000 1,486,875.00 9,750.000 1,486,875 018 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.9000 13,920.00 0.000 0 019 TACK COAT TON 1,050.0000 50,400.00 35.000 36,750.00 35.000 36,750 020 REMOVE ASPHALT CONCRETE DIKE LF 0.5000 2,400.00 3,500.000 1,750.00 3,500.000 1,750 021 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.7000 305,100.00 80,000.000 216,000.00 80,000.000 216,000 022 DETECTABLE WARNING SURFACE SQFT 60.0000 1,800.00 30.000 1,800.00 30.000 1,800 PROGRAM CAS145 PAGE 2 DATE 10/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2Y5204 TIME 01:33 PM ESTIMATE NO. 001 BID OPENING 05/29/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/25 R.E. NAME: MALONZO, ETHAN DATE OF THIS ESTIMATE 10/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 MINOR CONCRETE (CURB, SIDEWALK AND CURB CY 1,727.0000 18,997.00 11.000 18,997.00 11.000 18,997 RAMP) 024 REMOVE CONCRETE (CURB, GUTTER, AND CY 240.0000 2,400.00 10.000 2,400.00 10.000 2,400 SIDEWALK) (CY) 025 PRE/POST CONSTRUCTION SURVEYS EA 5,800.0000 11,600.00 1.000 5,800.00 1.000 5,800 026 ADJUST UTILITY COVER TO GRADE EA 500.0000 1,000.00 0.000 0 027 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.0000 11,690.00 0.000 0 028 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 11.0000 51,150.00 0.000 0 WET NIGHT VISIBILITY) 029 BIKE LANE THERMOPLASTIC PAVEMENT MARKING SQFT 23.0000 4,140.00 0.000 0 (GREEN) 030 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 34,335.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 031 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.3500 23,490.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 032 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 4.7500 8,217.50 0.000 0 (WARRANTY) (BROKEN 12-3) 033 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 5.0000 4,100.00 0.000 0 (BROKEN 6-1) 034 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 6.5000 4,615.00 0.000 0 (BROKEN 17-7) 035 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 2.6000 71,240.00 0.000 0 (BROKEN 36-12) 036 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 037 INDUCTIVE LOOP DETECTOR (LS) LS 60,000.0000 60,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 10/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2Y5204 TIME 01:33 PM ESTIMATE NO. 001 BID OPENING 05/29/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/25 R.E. NAME: MALONZO, ETHAN DATE OF THIS ESTIMATE 10/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,916,267.00 1,916,267.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,916,267.00 1,916,267.00 038 MOBILIZATION LS 140,000.0000 140,000.00 1.000 140,000.00 1.000 140,000 ORIGINAL CONTRACT AMOUNT 2,848,474.50 TOTAL WORK COMPLETED 2,056,267.00 2,056,267.00 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 2,056,267.00 2,056,267.00 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 07/03/25 60 09/29/25 08/27/25 01/02/26 11 26 0 0 72% 18% PROGRESS IS SATISFACTORY MALONZO, ETHAN RESIDENT ENGINEER