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 02/25/26 EST. NO. 007 TIME 12:24 PM R.E. NAME: PERIS SALIH 11-2N2074 --------------------------------------------------------------------------- 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 02/25/26 EST. NO. 007 TIME 12:24 PM R.E. NAME: PERIS SALIH 11-2N2074 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 02/25/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2N2074 TIME 12:24 PM ESTIMATE NO. 007 BID OPENING 04/22/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: PERIS SALIH DATE OF THIS ESTIMATE 02/25/26 LOCATION PROGRESS ESTIMATE 11-VAR ----------------- TRUESDELL CORPORATION OF SAN DIEGO COUNTY AT VARIOUS LOCATIONS CALIFORNIA, INC. 1310 W. 23RD STREET TEMPE AZ 85282 FED. AID NO. N O N E GRIND BRIDGE DECKS, POLYESTER CONCRETE OVE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 002 TIME-RELATED OVERHEAD (WDAY) WDAY 900.0000 81,000.00 16.000 14,400.00 90.000 81,000 003 CONSTRUCTION AREA SIGNS LS 11,000.0000 11,000.00 0.700 7,700 004 TRAFFIC CONTROL SYSTEM LS 270,000.0000 270,000.00 0.178 48,060.00 1.000 270,000 005 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,300.0000 117,000.00 16.000 20,800.00 90.000 117,000 006 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 55.0000 4,950.00 16.000 880.00 90.000 4,950 SYSTEM 007 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 2,500.0000 15,000.00 1.067 2,667.50 6.000 15,000 008 JOB SITE MANAGEMENT LS 8,800.0000 8,800.00 0.178 1,566.40 1.000 8,800 009 WATER POLLUTION CONTROL PROGRAM LS 5,000.0000 5,000.00 0.750 3,750 010 ASBESTOS COMPLIANCE PLAN LS 14,500.0000 14,500.00 0.000 0 011 MANAGE SOLID WASTE GENERATED BY THE HR 269.0000 9,684.00 0.000 0 PUBLIC 012 STRUCTURE BACKFILL (SLURRY CEMENT) CY 600.0000 35,400.00 36.000 21,600.00 59.000 35,400 (F) 013 HOT MIX ASPHALT (TYPE A) TON 7,700.0000 57,750.00 8.500 65,450 014 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 400.0000 8,000.00 20.000 8,000 015 TACK COAT TON 14,000.0000 1,400.00 0.100 1,400 016 REMOVE ASPHALT CONCRETE DIKE LF 220.0000 4,400.00 20.000 4,400 017 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 210.0000 15,330.00 86.600 18,186 018 GRIND EXISTING BRIDGE DECK SQYD 32.0000 69,824.00 2,182.000 69,824 019 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 2,400.0000 619,200.00 261.000 626,400 R) 020 PAVING NOTCH EXTENSION CF 210.0000 26,040.00 135.300 28,413 021 CLEAN EXPANSION JOINT LF 40.0000 36,200.00 517.000 20,680.00 905.000 36,200 022 JOINT SEAL (MR 1/2") LF 29.0000 2,871.00 99.000 2,871 PROGRAM CAS145 PAGE 2 DATE 02/25/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2N2074 TIME 12:24 PM ESTIMATE NO. 007 BID OPENING 04/22/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: PERIS SALIH DATE OF THIS ESTIMATE 02/25/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 JOINT SEAL (MR 1 1/2") LF 79.0000 37,683.00 157.500 12,442.50 488.100 38,559 024 BONDED JOINT SEAL (MR 1 1/2") LF 65.0000 32,110.00 432.000 28,080.00 494.000 32,110 025 PUBLIC SAFETY PLAN LS 19,700.0000 19,700.00 0.750 14,775 026 RAPID SETTING CONCRETE (PATCH) CF 60.0000 28,440.00 4.000 240.00 7.000 420 027 REPAIR SPALLED SURFACE AREA SQFT 400.0000 63,200.00 0.250 100.00 174.250 69,700 028 REMOVE UNSOUND CONCRETE CF 60.0000 28,440.00 4.000 240.00 7.000 420 029 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.3000 78,563.10 267,539.000 80,261 030 FURNISH POLYESTER CONCRETE OVERLAY CF 82.0000 1,195,806.00 11,887.140 974,745 031 PLACE POLYESTER CONCRETE OVERLAY SQFT 3.0000 437,412.00 145,804.000 437,412 (F) 032 TREAT BRIDGE DECK SQFT 0.3000 34,821.90 116,073.000 34,821 (F) 033 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 78.0000 113,646.00 1,633.710 127,429 034 LANE SEPARATION SYSTEMS (EA) EA 270.0000 9,450.00 35.000 9,450 035 PAVEMENT MARKER (RETROREFLECTIVE) EA 13.0000 6,240.00 410.000 5,330 036 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 23.0000 230.00 10.000 230.00 10.000 230 (0.063"-UNFRAMED) 037 ROADSIDE SIGN - ONE POST EA 450.0000 450.00 1.000 450.00 1.000 450 038 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 160.0000 960.00 6.000 960.00 6.000 960 POST 039 REPLACE MORTAR PAD EA 420.0000 10,500.00 6.000 2,520.00 31.000 13,020 040 RECONSTRUCT CHAIN LINK RAILING LF 72.0000 16,416.00 320.000 23,040.00 320.000 23,040 041 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 9.0000 1,980.00 204.000 1,836 WET NIGHT VISIBILITY) 042 PREFORMED THERMOPLASTIC PAVEMENT MARKING SQFT 20.0000 10,800.00 540.000 10,800 043 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 1,080.00 180.000 1,080 044 REMOVE CONTRAST TREATMENT SQFT 3.2000 14,144.00 0.000 0 045 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 4.5000 4,230.00 1,214.000 5,463 (WARRANTY) (BROKEN 12-3) 046 REMOVE TRAFFIC STRIPE LF 1.2500 25,750.00 18,473.000 23,091 047 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 13.5000 5,940.00 444.000 5,994.00 444.000 5,994 (WARRANTY) (BROKEN 9-3) 048 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 16.2500 199,875.00 123.000 1,998.75 10,354.000 168,252 (WARRANTY) 049 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 4.2500 4,165.00 680.000 2,890 (WARRANTY) (BROKEN 17-7) PROGRAM CAS145 PAGE 3 DATE 02/25/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2N2074 TIME 12:24 PM ESTIMATE NO. 007 BID OPENING 04/22/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: PERIS SALIH DATE OF THIS ESTIMATE 02/25/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 4.0000 25,360.00 4,044.000 16,176 (WARRANTY) (BROKEN 36-12) 051 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 19.0000 3,420.00 176.000 3,344 (WARRANTY) 052 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 4.7500 5,462.50 0.000 0 (WARRANTY) (BROKEN 36-12) PROGRAM CAS145 PAGE 4 DATE 02/25/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2N2074 TIME 12:24 PM ESTIMATE NO. 007 BID OPENING 04/22/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: PERIS SALIH DATE OF THIS ESTIMATE 02/25/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 206,949.15 3,511,806.11 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 206,949.15 3,511,806.11 053 MOBILIZATION LS 362,573.5000 362,573.50 1.000 362,573 ORIGINAL CONTRACT AMOUNT 4,197,197.00 TOTAL WORK COMPLETED 206,949.15 3,874,379.61 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 206,949.15 3,874,379.61 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 06/09/25 90 08/04/25 08/04/25 03/01/26 90 45 0 0 90% 100% PROGRESS IS SATISFACTORY IN AGREEMENT TO OVERRIDE PERIS SALIH RESIDENT ENGINEER