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 07/29/25 EST. NO. 011 TIME 12:45 PM R.E. NAME: AHMED, KARIM/CE- WU, ADRIAN 12-0T8704 --------------------------------------------------------------------------- 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 07/29/25 EST. NO. 011 TIME 12:45 PM R.E. NAME: AHMED, KARIM/CE- WU, ADRIAN 12-0T8704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LIQUIDATED DAMAGES -49,614.00 003 LIQUIDATED DAMAGES 49,614.00 011 49,614.00 0.00 TOTAL DEDUCTIONS 49,614.00 0.00 PROGRAM CAS145 PAGE 1 DATE 07/29/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0T8704 TIME 12:45 PM ESTIMATE NO. 011 BID OPENING 01/30/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/23/25 R.E. NAME: AHMED, KARIM/CE- WU, ADRIAN DATE OF THIS ESTIMATE 07/29/25 LOCATION SEMI-FINAL ESTIMATE 12-ORA-5-30.3/39.6 ------------------- 12-ORA-57-10.7/21.8 TRUESDELL CORPORATION OF ORANGE COUNTY AT VARIOUS LOCATIONS ON CALIFORNIA, INC. ROUTE 5 FROM ROUTE 5/55 SEPARATION TO 1310 W. 23RD STREET EUCLID STREET OVERCROSSING AND ON ROUTE 57 TEMPE AZ 85282 FROM ROUTE 5/57 SEPARATION TO TONNER FED. AID NO. N O N E APPLY METHACRYLATE, POLYESTER CONCRETE, AN ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 TIME-RELATED OVERHEAD (WDAY) WDAY 1,200.0000 204,000.00 182.000 218,400 002 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 10,000.00 2.000 4,000 MEETING 003 HOURLY OFF-SITE HR 200.0000 2,000.00 4.500 900 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 004 CONSTRUCTION AREA SIGNS LS 80,000.0000 80,000.00 1.000 80,000 005 TRAFFIC CONTROL SYSTEM LS 320,000.0000 320,000.00 1.000 320,000 006 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 0.6500 1,716.00 2,640.000 1,716 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1000 3,870.00 38,700.000 3,870 008 PORTABLE RADAR SPEED FEEDBACK SIGN EA 62.0000 11,160.00 165.000 10,230 SYSTEM DAY 009 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 3,000.0000 3,000.00 0.000 0 010 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 4,500.0000 22,500.00 5.000 22,500 011 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000 012 WATER POLLUTION CONTROL PROGRAM LS 5,000.0000 5,000.00 1.000 5,000 013 STRUCTURE EXCAVATION (BRIDGE) CY 1,600.0000 3,200.00 2.000 3,200 (F) 014 STRUCTURE BACKFILL (SLURRY CEMENT) CY 3,200.0000 9,600.00 3.000 9,600 (F) 015 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 5,250.0000 15,750.00 4.000 21,000 016 TACK COAT TON 2,200.0000 220.00 0.100 220 017 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 53.0000 2,862.00 70.000 3,710 018 GRIND EXISTING BRIDGE DECK SQYD 30.0000 54,540.00 1,818.000 54,540 019 STRUCTURAL CONCRETE, BRIDGE (RSC) CY 3,200.0000 19,200.00 6.000 19,200 (F) 020 DRILL AND BOND DOWEL LF 58.0000 2,900.00 50.000 2,900 021 CLEAN EXPANSION JOINT LF 28.0000 118,692.00 4,239.000 118,692 022 PRECAST CONCRETE CLOSURE WALL SQFT 230.0000 32,890.00 173.090 39,810 PROGRAM CAS145 PAGE 2 DATE 07/29/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0T8704 TIME 12:45 PM ESTIMATE NO. 011 BID OPENING 01/30/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/23/25 R.E. NAME: AHMED, KARIM/CE- WU, ADRIAN DATE OF THIS ESTIMATE 07/29/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 JOINT SEAL (MR 1/2") LF 38.0000 90,782.00 2,467.000 93,746 024 JOINT SEAL (MR 1 1/2") LF 61.0000 62,830.00 960.500 58,590 025 BONDED JOINT SEAL (MR 1 1/2") LF 47.0000 29,328.00 694.500 32,641 026 BONDED JOINT SEAL (MR 2") LF 55.0000 8,800.00 160.000 8,800 027 NEOPRENE STRIP SEAL GLAND (TECHSTAR LS5) LF 330.0000 11,880.00 36.000 11,880 028 BAR REINFORCING STEEL (BRIDGE) LB 5.2500 7,213.50 1,374.000 7,213 (F) 029 PUBLIC SAFETY PLAN LS 18,000.0000 18,000.00 1.000 18,000 030 RAPID SETTING CONCRETE (PATCH) CF 80.0000 38,400.00 0.000 0 031 REPAIR SPALLED SURFACE AREA SQFT 2,000.0000 6,000.00 2.000 4,000 032 REMOVE UNSOUND CONCRETE CF 100.0000 48,000.00 0.000 0 033 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.2500 141,727.50 566,910.000 141,727 034 FURNISH POLYESTER CONCRETE OVERLAY CF 88.0000 540,320.00 5,579.600 491,004 035 PLACE POLYESTER CONCRETE OVERLAY SQFT 5.0000 306,700.00 61,340.000 306,700 (F) 036 TREAT BRIDGE DECK SQFT 0.2500 126,392.50 505,570.000 126,392 (F) 037 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 78.0000 493,428.00 6,069.880 473,450 038 BRIDGE REMOVAL (PORTION), LOCATION A LS 3,500.0000 3,500.00 1.000 3,500 039 BRIDGE REMOVAL (PORTION), LOCATION B LS 31,000.0000 31,000.00 1.000 31,000 040 BRIDGE REMOVAL (PORTION), LOCATION C LS 62,000.0000 62,000.00 1.000 62,000 041 BRIDGE REMOVAL (PORTION), LOCATION D LS 11,000.0000 11,000.00 1.000 11,000 042 MISCELLANEOUS METAL (BRIDGE) LB 47.0000 11,280.00 240.000 11,280 (F) 043 REMOVE PAVEMENT MARKER EA 4.2500 3,825.00 1,146.000 4,870 044 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.5000 7,605.00 1,376.000 8,944 045 CONCRETE BARRIER (PORTION) LF 425.0000 2,550.00 6.000 2,550 046 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 7.5000 41,325.00 3,090.000 23,175 WET NIGHT VISIBILITY) 047 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.5000 13,860.00 2,750.000 15,125 048 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 11.0000 11,550.00 1,322.000 14,542 (WARRANTY) (BROKEN 12-3) 049 12" TRAFFIC STRIPE TAPE WITH CONTRAST LF 17.0000 10,540.00 526.000 8,942 (WARRANTY) PROGRAM CAS145 PAGE 3 DATE 07/29/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0T8704 TIME 12:45 PM ESTIMATE NO. 011 BID OPENING 01/30/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/23/25 R.E. NAME: AHMED, KARIM/CE- WU, ADRIAN DATE OF THIS ESTIMATE 07/29/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE 6" TRAFFIC STRIPE LF 1.4000 42,140.00 39,165.000 54,831 051 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 9.0000 153,000.00 21,383.000 192,447 (WARRANTY) 052 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 6.2500 187.50 30.000 187 (WARRANTY) (BROKEN 6-1) 053 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 6.2500 50,062.50 8,574.000 53,587 (WARRANTY) (BROKEN 17-7) 054 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 6.2500 44,687.50 8,181.000 51,131 (WARRANTY) (BROKEN 36-12) 055 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 12.5000 44,375.00 5,227.000 65,337 (WARRANTY) 056 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 11.0000 9,020.00 1,262.000 13,882 (WARRANTY) (BROKEN 36-12) PROGRAM CAS145 PAGE 4 DATE 07/29/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0T8704 TIME 12:45 PM ESTIMATE NO. 011 BID OPENING 01/30/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/23/25 R.E. NAME: AHMED, KARIM/CE- WU, ADRIAN DATE OF THIS ESTIMATE 07/29/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 3,351,967.89 ADJUSTMENT OF COMPENSATION 0.00 124,170.24 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 3,476,138.13 057 MOBILIZATION LS 232,239.0000 232,239.00 1.000 232,239 ORIGINAL CONTRACT AMOUNT 3,648,648.00 TOTAL WORK COMPLETED 0.00 3,708,377.13 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 49,614.00 0.00 TOTAL 49,614.00 3,708,377.13 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 03/27/24 170 05/20/24 05/20/24 04/23/25 139 113 0 0 100% 100% AHMED, KARIM/CE- WU, ADRIAN RESIDENT ENGINEER