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 10/24/25 EST. NO. 003 TIME 12:09 PM R.E. NAME: JONATHAN NGAI 10-1P5904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0001 9,772.78 E.W. @ F.A.(+) 092525 N 1 006 0001 2,826.28 E.W. @ F.A.(+) 053025 N 1 0002 3,734.99 062425 N 2 008 0001 23,000.00 E.W. @ L.S.(+) 100125 N 0001 010 0001 196,106.49 E.W. @ L.S.(+) 100125 N 0001 011 0001 17,200.00 E.W. @ L.S.(+) 100125 N 0001 252,640.54 TOTAL THIS ESTIMATE 213,121.98 TOTAL PREVIOUS ESTIMATE 465,762.52 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 10/24/25 EST. NO. 003 TIME 12:09 PM R.E. NAME: JONATHAN NGAI 10-1P5904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1P5904 TIME 12:09 PM ESTIMATE NO. 003 BID OPENING 09/04/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/25 R.E. NAME: JONATHAN NGAI DATE OF THIS ESTIMATE 10/24/25 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 10-AMA-49-16.4/17.2 ---------------------------------------- GEORGE REED, INC. AMADOR COUNTY IN AND NEAR PLYMOUTH FROM 140 EMPIRE AVE 0.1 MILE SOUTH OF BUSH STREET TO 0.2 MILE MODESTO CA 95354 NORTH OF LAVERONE STREET FED. AID NO. N O N E CONSTRUCT BIKE TRAIL WITH HMA (TYPE A) AND ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 002 TIME-RELATED OVERHEAD (WDAY) WDAY 500.0000 25,000.00 18.000 9,000.00 50.000 25,000 003 CONSTRUCTION AREA SIGNS LS 6,000.0000 6,000.00 0.200 1,200.00 1.000 6,000 004 TRAFFIC CONTROL SYSTEM LS 124,995.0000 124,995.00 0.200 24,999.00 1.000 124,995 005 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 7,500.0000 7,500.00 0.200 1,500.00 1.000 7,500 006 JOB SITE MANAGEMENT LS 5,500.0000 5,500.00 0.200 1,100.00 1.000 5,500 007 WATER POLLUTION CONTROL PROGRAM LS 1,000.0000 1,000.00 1.000 1,000 008 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 1,800.00 6.000 1,800 009 TEMPORARY FIBER ROLL LF 3.0000 19,800.00 6,600.000 19,800 010 STREET SWEEPING LS 8,500.0000 8,500.00 0.200 1,700.00 1.000 8,500 011 CLEARING AND GRUBBING (LS) LS 25,000.0000 25,000.00 1.000 25,000 012 ROADWAY EXCAVATION CY 120.0000 90,000.00 742.000 89,040 013 SHOULDER BACKING TON 125.0000 15,000.00 10.000 1,250.00 120.000 15,000 014 DECOMPOSED GRANITE (CY) CY 420.0000 46,200.00 110.000 46,200 015 HYDROMULCH SQFT 0.0500 2,300.00 46,000.000 2,300.00 46,000.000 2,300 016 HYDROSEED SQFT 0.1000 4,600.00 46,000.000 4,600.00 46,000.000 4,600 017 COMPOST (CY) CY 65.0000 18,200.00 280.000 18,200.00 280.000 18,200 018 CLASS 2 AGGREGATE BASE (CY) CY 120.0000 70,800.00 37.500 4,500.00 627.500 75,300 019 HOT MIX ASPHALT (TYPE A) TON 145.0000 94,250.00 38.000 5,510.00 679.000 98,455 020 TACK COAT TON 850.0000 510.00 0.600 510 021 PEDESTRIAN BARRICADE EA 1,200.0000 1,200.00 1.000 1,200.00 1.000 1,200 022 24" REINFORCED CONCRETE PIPE (CLASS III, LF 235.0000 82,250.00 0.000 0 RUBBER GASKET JOINT) PROGRAM CAS145 PAGE 2 DATE 10/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1P5904 TIME 12:09 PM ESTIMATE NO. 003 BID OPENING 09/04/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/25 R.E. NAME: JONATHAN NGAI DATE OF THIS ESTIMATE 10/24/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 24" CONCRETE FLARED END SECTION EA 1,300.0000 7,800.00 8.000 10,400 024 REMOVE CULVERT (LF) LF 145.0000 18,850.00 0.000 0 025 REMOVE PIPE (LF) LF 145.0000 870.00 6.000 870 026 REMOVE INLET EA 1,650.0000 1,650.00 1.000 1,650 027 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 275.0000 1,347.50 4.900 1,347 METHOD B) (CY) 028 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.0000 28.00 7.000 28 029 CHAIN LINK FENCE (TYPE CL-4, VINYL-CLAD) LF 45.0000 19,800.00 220.000 9,900.00 440.000 19,800 030 RESET ROADSIDE SIGN (TWO POST) EA 350.0000 700.00 2.000 700.00 2.000 700 031 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 38.5000 3,311.00 86.000 3,311.00 86.000 3,311 (0.063"-UNFRAMED) 032 ROADSIDE SIGN - ONE POST EA 350.0000 9,800.00 28.000 9,800.00 28.000 9,800 033 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 40.5000 42,120.00 1,030.000 41,715 034 VEGETATION CONTROL (MINOR CONCRETE) SQYD 106.5000 102,240.00 960.000 102,240 035 DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL LF 53.0000 23,320.00 393.000 20,829 POST) 036 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 4,350.0000 17,400.00 4.000 17,400 037 ALTERNATIVE MEDIAN TERMINAL TL-3 EA 12,460.0000 74,760.00 6.000 74,760 038 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 36.2000 8,688.00 240.000 8,688.00 240.000 8,688 WET NIGHT VISIBILITY) 039 RECTANGULAR RAPID FLASHING BEACON LS 54,100.0000 54,100.00 1.000 54,100.00 1.000 54,100 SYSTEMS PROGRAM CAS145 PAGE 3 DATE 10/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1P5904 TIME 12:09 PM ESTIMATE NO. 003 BID OPENING 09/04/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/25 R.E. NAME: JONATHAN NGAI DATE OF THIS ESTIMATE 10/24/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 163,558.00 945,038.50 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 252,640.54 465,762.52 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 416,198.54 1,410,801.02 040 MOBILIZATION LS 100,000.0000 100,000.00 1.000 100,000 ORIGINAL CONTRACT AMOUNT 1,138,689.50 TOTAL WORK COMPLETED 416,198.54 1,510,801.02 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 416,198.54 1,510,801.02 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 10/16/24 50 03/17/25 03/17/25 09/17/25 48 81 0 0 100% 100% JONATHAN NGAI RESIDENT ENGINEER