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 07/22/25 EST. NO. 003 TIME 02:40 PM R.E. NAME: VUONG, TAI/CE- MERATI, ARTIN 12-0V0404 --------------------------------------------------------------------------- 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 07/22/25 EST. NO. 003 TIME 02:40 PM R.E. NAME: VUONG, TAI/CE- MERATI, ARTIN 12-0V0404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0V0404 TIME 02:40 PM ESTIMATE NO. 003 BID OPENING 02/19/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: VUONG, TAI/CE- MERATI, ARTIN DATE OF THIS ESTIMATE 07/22/25 LOCATION PROGRESS ESTIMATE 12-ORA-90-R5.4 ----------------- BEADOR CONSTRUCTION COMPANY, ORANGE COUNTY IN BREA AT ROUTE 90/57 INC. SEPARATION 2900 BRISTOL STREET, SUITE D2 COSTA MESA CA 92626 FED. AID NO. N O N E CLEANING, INSPECTING, PREPARING CULVERTS, ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN (INFORMATIONAL) LS 5,500.0000 5,500.00 1.000 5,500 002 TIME-RELATED OVERHEAD (WDAY) WDAY 1,300.0000 78,000.00 19.000 24,700.00 53.000 68,900 003 CONSTRUCTION AREA SIGNS LS 12,500.0000 12,500.00 0.300 3,750.00 0.600 7,500 004 TRAFFIC CONTROL SYSTEM LS 79,435.0000 79,435.00 0.300 23,830.50 0.600 47,661 005 JOB SITE MANAGEMENT LS 25,000.0000 25,000.00 0.300 7,500.00 0.600 15,000 006 WATER POLLUTION CONTROL PROGRAM LS 2,500.0000 2,500.00 1.000 2,500 007 TEMPORARY DRAINAGE INLET PROTECTION EA 275.0000 825.00 2.000 550.00 2.000 550 008 CLEARING AND GRUBBING (LS) LS 25,000.0000 25,000.00 1.000 25,000 009 STRUCTURE EXCAVATION (CULVERT) CY 450.0000 36,000.00 80.000 36,000.00 80.000 36,000 (F) 010 STRUCTURE BACKFILL (CULVERT) CY 685.0000 54,800.00 80.000 54,800.00 80.000 54,800 (F) 011 WELDED WIRE REINFORCEMENT 6" X 6" SQYD 74.0000 53,280.00 0.000 0 W1.4/W1.4 012 SHOTCRETE CY 1,500.0000 30,000.00 0.000 0 013 INJECT CRACK (EPOXY) LF 400.0000 20,000.00 62.300 24,920.00 62.300 24,920 014 18" CORRUGATED STEEL PIPE (.109" THICK) LF 330.0000 22,110.00 0.000 0 015 36" CORRUGATED STEEL PIPE (.109" THICK) LF 440.0000 22,000.00 0.000 0 016 REMOVE PIPE (LF) LF 200.0000 13,400.00 67.000 13,400.00 67.000 13,400 017 CLEANING, INSPECTING, AND PREPARING LF 50.0000 45,000.00 450.000 22,500.00 450.000 22,500 CULVERT (LF) 018 CONCRETE INVERT PAVING CY 900.0000 99,000.00 0.000 0 019 CULVERT SLURRY-CEMENT BACKFILL CY 375.0000 127,500.00 0.000 0 020 24" CURED-IN-PLACE PIPELINER LF 320.0000 60,800.00 0.000 0 021 ROCK SLOPE PROTECTION (150 LB, CLASS CY 670.0000 10,050.00 15.000 10,050.00 15.000 10,050 III, METHOD B) (CY) 022 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 50.0000 2,000.00 40.000 2,000.00 40.000 2,000 PROGRAM CAS145 PAGE 2 DATE 07/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0V0404 TIME 02:40 PM ESTIMATE NO. 003 BID OPENING 02/19/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: VUONG, TAI/CE- MERATI, ARTIN DATE OF THIS ESTIMATE 07/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 224,000.50 336,281.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 224,000.50 336,281.00 023 MOBILIZATION LS 90,000.0000 90,000.00 0.200 18,000.00 0.950 85,500 ORIGINAL CONTRACT AMOUNT 914,700.00 TOTAL WORK COMPLETED 242,000.50 421,781.00 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 242,000.50 421,781.00 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 04/18/25 60 05/05/25 05/05/25 08/06/25 53 6 0 0 46% 88% PROGRESS UNSATISFACTORY VUONG, TAI/CE- MERATI, ARTIN RESIDENT ENGINEER