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 11/18/24 EST. NO. 003 TIME 12:12 PM R.E. NAME: CHI, JONATHAN 04-0Y2604 --------------------------------------------------------------------------- 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 11/18/24 EST. NO. 003 TIME 12:12 PM R.E. NAME: CHI, JONATHAN 04-0Y2604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 48-028-01 -100,000.00 001 MOBILIZATION 100,000.00 002 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 11/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0Y2604 TIME 12:12 PM ESTIMATE NO. 003 BID OPENING 05/15/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/24 R.E. NAME: CHI, JONATHAN DATE OF THIS ESTIMATE 11/18/24 LOCATION PROGRESS ESTIMATE 04-SON-121-R7.3/11.6 ----------------- 04-NAP-121-0.3/2.0 O.C. JONES & SONS, INC. SONOMA COUNTY AND NAPA COUNTY NEAR 1520 FOURTH STREET SCHELLVILLE FROM SONOMA CREEK BRIDGE TO BERKELEY CA 94710 NAPA COUNTY LINE AND FROM 0.3 MILE EAST OF SONOMA COUNTY LINE TO DUHIG ROAD FED. AID NO. N O N E COLD PLANE ASPHALT CONCRETE PAVEMENT AND O ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 -1.000 -2,000.00 0.000 0 002 TIME-RELATED OVERHEAD (WDAY) WDAY 600.0000 24,000.00 12.000 7,200.00 23.000 13,800 003 CONSTRUCTION AREA SIGNS LS 8,700.0000 8,700.00 0.200 1,740.00 0.800 6,960 004 TRAFFIC CONTROL SYSTEM LS 104,500.0000 104,500.00 0.300 31,350.00 0.900 94,050 005 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 250.0000 10,000.00 4.000 1,000.00 15.000 3,750 006 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 125.0000 5,000.00 11.000 1,375.00 22.000 2,750 SYSTEM 007 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 3,000.0000 6,000.00 2.000 6,000 008 JOB SITE MANAGEMENT LS 4,000.0000 4,000.00 0.300 1,200.00 0.900 3,600 009 WATER POLLUTION CONTROL PROGRAM LS 1,000.0000 1,000.00 1.000 1,000 010 TEMPORARY DRAINAGE INLET PROTECTION EA 209.0000 3,762.00 10.000 2,090.00 10.000 2,090 011 STREET SWEEPING LS 35,000.0000 35,000.00 0.400 14,000.00 0.900 31,500 012 NOISE MONITORING LS 1,000.0000 1,000.00 -0.600 -600.00 0.000 0 013 SEGMENT CORRECTION EA 6,500.0000 13,000.00 -2.000 -13,000.00 0.000 0 014 HOT MIX ASPHALT (TYPE A) TON 260.0000 122,200.00 68.920 17,919.20 597.920 155,459 015 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 174.0000 1,720,860.00 9,126.630 1,588,033 016 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.2500 5,535.00 1,776.000 3,996.00 1,776.000 3,996 017 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.2500 9,360.00 2,088.000 4,698.00 2,088.000 4,698 018 TACK COAT TON 1,250.0000 52,500.00 7.910 9,887.50 45.910 57,387 019 REMOVE ASPHALT CONCRETE DIKE LF 1.7500 11,585.00 3,864.000 6,762.00 3,864.000 6,762 020 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 297,360.00 46,904.000 140,712.00 142,593.000 427,779 021 PAVEMENT MARKER (RETROREFLECTIVE) EA 9.0000 10,890.00 2,706.000 24,354.00 2,706.000 24,354 022 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 7.5000 21,750.00 2,430.680 18,230.10 2,430.680 18,230 WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 2 DATE 11/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0Y2604 TIME 12:12 PM ESTIMATE NO. 003 BID OPENING 05/15/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/24 R.E. NAME: CHI, JONATHAN DATE OF THIS ESTIMATE 11/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.7500 148,715.00 119,783.250 209,620.69 119,783.250 209,620 (ENHANCED WET NIGHT VISIBILITY) 024 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.2000 2,244.00 2,581.000 5,678.20 2,581.000 5,678 (ENHANCED WET NIGHT VISIBILITY) 025 12" RUMBLE STRIP (ASPHALT CONCRETE STA 60.0000 14,400.00 375.540 22,532.40 375.540 22,532 PAVEMENT) 026 6" TRAFFIC STRIPE TAPE (BROKEN 12-3) LF 12.0000 4,440.00 0.000 0 027 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 30,930.0000 30,930.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 11/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0Y2604 TIME 12:12 PM ESTIMATE NO. 003 BID OPENING 05/15/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/24 R.E. NAME: CHI, JONATHAN DATE OF THIS ESTIMATE 11/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 508,745.09 2,690,030.71 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 118,132.32 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 508,745.09 2,808,163.03 028 MOBILIZATION LS 200,000.0000 200,000.00 1.000 200,000 ORIGINAL CONTRACT AMOUNT 2,870,731.00 TOTAL WORK COMPLETED 508,745.09 3,008,163.03 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 508,745.09 3,008,163.03 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 08/07/24 40 08/15/24 08/15/24 11/26/24 23 45 0 0 87% 58% PROGRESS IS SATISFACTORY CHI, JONATHAN RESIDENT ENGINEER