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 09/22/25 EST. NO. 001 TIME 03:54 PM R.E. NAME: ALEXANDER NATHAN 02-3J3304 --------------------------------------------------------------------------- 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 09/22/25 EST. NO. 001 TIME 03:54 PM R.E. NAME: ALEXANDER NATHAN 02-3J3304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 09/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3J3304 TIME 03:54 PM ESTIMATE NO. 001 BID OPENING 04/10/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: ALEXANDER NATHAN DATE OF THIS ESTIMATE 09/22/25 LOCATION RERUN PROGRESS ESTIMATE 02-VAR ----------------------- MCCUEN CONSTRUCTION, INC. SHASTA AND TEHAMA COUNTIES AT VARIOUS 3269 SWETZER ROAD LOCATIONS LOOMIS CA 95650 FED. AID NO. N O N E FURNISH AND PLACE POLYESTER CONCRETE OVERL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,090.0000 5,090.00 1.000 5,090.00 1.000 5,090 002 TIME-RELATED OVERHEAD (LS) LS 120,000.0000 120,000.00 0.436 52,320.00 0.436 52,320 003 CONSTRUCTION AREA SIGNS LS 24,000.0000 24,000.00 0.500 12,000.00 0.500 12,000 004 TRAFFIC CONTROL SYSTEM LS 205,000.0000 205,000.00 0.000 0 005 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,300.0000 22,100.00 0.000 0 006 PORTABLE RADAR SPEED FEEDBACK SIGN LS 3,900.0000 3,900.00 0.000 0 SYSTEMS (LS) 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 12,000.0000 12,000.00 0.000 0 008 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 80.0000 4,320.00 0.000 0 009 JOB SITE MANAGEMENT LS 56,125.0000 56,125.00 0.436 24,470.50 0.436 24,470 010 WATER POLLUTION CONTROL PROGRAM LS 895.0000 895.00 0.750 671.25 0.750 671 011 TEMPORARY CONCRETE WASHOUT LS 3,500.0000 3,500.00 0.000 0 012 WORK AREA MONITORING (BRIDGE) LS 10,500.0000 10,500.00 0.000 0 013 SHOULDER BACKING TON 620.0000 12,400.00 0.000 0 014 HOT MIX ASPHALT (TYPE A) TON 286.0000 234,520.00 0.000 0 015 HOT MIX ASPHALT (BRIDGE) TON 224.0000 68,320.00 0.000 0 016 TACK COAT TON 750.0000 2,100.00 0.000 0 017 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.7000 13,095.00 0.000 0 018 GRIND EXISTING BRIDGE DECK SQYD 8.4200 10,693.40 0.000 0 019 CLEAN EXPANSION JOINT LF 20.0000 34,140.00 0.000 0 020 JOINT SEAL (MR 1") LF 133.7500 46,010.00 0.000 0 021 JOINT SEAL (MR 1 1/2") LF 185.8900 31,229.52 0.000 0 022 BONDED JOINT SEAL (MR 1") LF 95.2000 41,126.40 0.000 0 PROGRAM CAS145 PAGE 2 DATE 09/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3J3304 TIME 03:54 PM ESTIMATE NO. 001 BID OPENING 04/10/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: ALEXANDER NATHAN DATE OF THIS ESTIMATE 09/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 BONDED JOINT SEAL (MR 1 1/2") LF 140.3200 26,660.80 0.000 0 024 BONDED JOINT SEAL (MR 2") LF 108.2600 62,032.98 0.000 0 025 ASPHALT MEMBRANE WATERPROOFING SQFT 8.2000 81,893.40 0.000 0 (F) 026 SLURRY LEVELING COURSE GAL 100.0000 10,000.00 0.000 0 027 CLEAN STRUCTURAL STEEL (EXISTING BRIDGE) LS 37,835.0000 37,835.00 1.000 37,835.00 1.000 37,835 028 PAINT STRUCTURAL STEEL (EXISTING BRIDGE) LS 42,200.0000 42,200.00 1.000 42,200.00 1.000 42,200 029 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 20.0000 12,140.00 693.500 13,870.00 693.500 13,870 030 PUBLIC SAFETY PLAN LS 10,735.0000 10,735.00 0.000 0 031 RAPID SETTING CONCRETE (PATCH) CF 82.9500 60,470.55 0.000 0 032 REMOVE ASPHALT CONCRETE SURFACING SQFT 1.1900 30,535.40 0.000 0 033 REMOVE UNSOUND CONCRETE CF 64.7300 47,188.17 0.000 0 034 REMOVE POLYESTER CONCRETE OVERLAY SQFT 2.4200 19,844.00 0.000 0 035 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.5100 43,515.24 0.000 0 036 FURNISH POLYESTER CONCRETE OVERLAY CF 93.1800 550,414.26 0.000 0 037 PLACE POLYESTER CONCRETE OVERLAY SQFT 5.7100 355,967.11 0.000 0 (F) 038 TREAT BRIDGE DECK SQFT 1.2900 29,648.07 0.000 0 (F) 039 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 151.3500 38,745.60 0.000 0 040 GALVANIC ANODES EA 42.0000 17,556.00 0.000 0 041 REMOVE PAVEMENT MARKER EA 8.0000 1,120.00 0.000 0 042 PAVEMENT MARKER (RETROREFLECTIVE) EA 18.0000 4,500.00 0.000 0 043 PAVEMENT MARKER EA 145.0000 6,090.00 0.000 0 (RETROREFLECTIVE-RECESSED) 044 THERMOPLASTIC PAVEMENT MARKING SQFT 18.5000 6,105.00 0.000 0 045 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) LF 1.6000 18,560.00 0.000 0 046 12" RUMBLE STRIP (ASPHALT CONCRETE STA 750.0000 3,000.00 0.000 0 PAVEMENT) 047 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 048 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 75,750.0000 75,750.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 09/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3J3304 TIME 03:54 PM ESTIMATE NO. 001 BID OPENING 04/10/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: ALEXANDER NATHAN DATE OF THIS ESTIMATE 09/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 188,456.75 188,456.75 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 188,456.75 188,456.75 049 MOBILIZATION LS 283,200.0000 283,200.00 0.500 141,600.00 0.500 141,600 ORIGINAL CONTRACT AMOUNT 2,837,770.90 TOTAL WORK COMPLETED 330,056.75 330,056.75 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 330,056.75 330,056.75 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 06/04/25 55 08/18/25 08/18/25 11/04/25 24 0 0 0 12% 44% PROGRESS IS SATISFACTORY ALEXANDER NATHAN RESIDENT ENGINEER