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 11/21/25 EST. NO. 004 TIME 09:57 AM R.E. NAME: HIGGINS KYLE 02-1J8904 --------------------------------------------------------------------------- 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 11/21/25 EST. NO. 004 TIME 09:57 AM R.E. NAME: HIGGINS KYLE 02-1J8904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEDUCT LTTR 10/25 -1,000.00 003 RTN DEDUCT LTR 10/25 1,000.00 004 1,000.00 0.00 TOTAL DEDUCTIONS 1,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 11/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J8904 TIME 09:57 AM ESTIMATE NO. 004 BID OPENING 06/04/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: HIGGINS KYLE DATE OF THIS ESTIMATE 11/21/25 LOCATION RERUN PROGRESS ESTIMATE 02-SHA-5-R30.5/R31.0 ----------------------- MCCUEN CONSTRUCTION, INC. SHASTA COUNTY NEAR O'BRIEN FROM 0.1 MILE 3269 SWETZER ROAD SOUTH OF TUNNEL GULCH VIADUCT TO THE LOOMIS CA 95650 O'BRIEN REST AREA FED. AID NO. N O N E REPLACE PAVEMENT AND PLACE POLYESTER CONCR ------------------------------------------------------------------------------------------------------------------------------------ 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 (LS) LS 185,000.0000 185,000.00 0.150 27,750.00 0.910 168,350 003 CONSTRUCTION AREA SIGNS LS 7,050.0000 7,050.00 0.750 5,287 004 TRAFFIC CONTROL SYSTEM LS 83,685.5500 83,685.55 0.110 9,205.41 0.660 55,232 005 TYPE III BARRICADE EA 782.9900 3,131.96 4.000 3,131 006 TEMPORARY TRAFFIC STRIPE (TAPE) LF 4.2500 45,050.00 10,499.000 44,620 007 CHANNELIZER (SURFACE MOUNTED) EA 70.0000 2,660.00 40.000 2,800 008 PORTABLE RADAR SPEED FEEDBACK SIGN LS 2,000.0000 2,000.00 0.540 1,080.00 0.690 1,380 SYSTEMS (LS) 009 TEMPORARY BARRIER SYSTEM LF 60.0900 274,010.40 4,628.000 278,096 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 4,800.0000 4,800.00 0.240 1,152.00 0.690 3,312 011 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 10,374.8200 31,124.46 3.000 31,124 012 JOB SITE MANAGEMENT LS 13,761.8600 13,761.86 0.150 2,064.28 0.810 11,147 013 WATER POLLUTION CONTROL PROGRAM LS 895.0000 895.00 1.000 895 014 TEMPORARY DRAINAGE INLET PROTECTION EA 676.3900 676.39 1.000 676 015 TEMPORARY CONCRETE WASHOUT LS 3,631.9600 3,631.96 0.400 1,452.78 0.800 2,905 016 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 12,000.0000 12,000.00 0.000 0 017 ROADWAY EXCAVATION CY 171.5400 70,331.40 373.110 64,003 018 CLASS 2 AGGREGATE BASE (CY) CY 159.3600 55,776.00 304.410 48,510 019 HOT MIX ASPHALT (TYPE A) TON 146.0000 224,840.00 1,506.830 219,997 020 TACK COAT TON 650.0000 1,300.00 0.233 151 021 JOINTED PLAIN CONCRETE PAVEMENT CY 1,858.5200 167,266.80 91.250 169,589 022 REMOVE CONCRETE PAVEMENT AND BASE CY 118.8400 101,014.00 735.200 87,371 PROGRAM CAS145 PAGE 2 DATE 11/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J8904 TIME 09:57 AM ESTIMATE NO. 004 BID OPENING 06/04/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: HIGGINS KYLE DATE OF THIS ESTIMATE 11/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 GRIND EXISTING BRIDGE DECK SQYD 20.2500 20,634.75 1,019.000 20,634.75 1,019.000 20,634 024 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 2,058.4100 247,009.20 135.220 278,338.20 135.220 278,338 R) 025 CLEAN EXPANSION JOINT LF 45.7700 10,984.80 0.000 0 026 JOINT SEAL (MR 1") LF 168.9600 13,516.80 0.000 0 027 JOINT SEAL (MR 2") LF 219.0000 35,040.00 0.000 0 028 PUBLIC SAFETY PLAN LS 16,975.0000 16,975.00 0.000 0 029 INJECT CRACK (EPOXY) LF 2,497.0800 12,485.40 0.000 0 030 RAPID SETTING CONCRETE (PATCH) CF 72.7000 56,124.40 72.000 5,234.40 72.000 5,234 031 REMOVE UNSOUND CONCRETE CF 43.3000 33,427.60 72.000 3,117.60 72.000 3,117 032 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.3800 18,721.46 0.000 0 033 FURNISH POLYESTER CONCRETE OVERLAY CF 90.2100 444,464.67 0.000 0 034 PLACE POLYESTER CONCRETE OVERLAY SQFT 4.6500 229,091.55 0.000 0 (F) 035 ADJUST INLET EA 12,084.6200 12,084.62 1.000 12,084 036 MISCELLANEOUS IRON AND STEEL LB 3.0700 1,467.46 478.000 1,467 (F) 037 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.3500 5,116.50 3,767.660 5,086.34 6,526.910 8,811 038 6" METHYL METHACRYLATE PAINT TRAFFIC LF 3.5000 19,040.00 0.000 0 STRIPE 039 6" METHYL METHACRYLATE PAINT TRAFFIC LF 1.7500 4,865.00 0.000 0 STRIPE (BROKEN 36-12) 040 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 6,000.0000 6,000.00 0.150 900.00 0.910 5,460 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 3 DATE 11/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J8904 TIME 09:57 AM ESTIMATE NO. 004 BID OPENING 06/04/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: HIGGINS KYLE DATE OF THIS ESTIMATE 11/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 356,015.76 1,535,231.90 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 356,015.76 1,535,231.90 041 MOBILIZATION LS 261,032.0000 261,032.00 0.050 13,051.60 1.000 261,032 ORIGINAL CONTRACT AMOUNT 2,739,586.99 TOTAL WORK COMPLETED 369,067.36 1,796,263.90 MATERIALS ON HAND ON SITE -16,151.89 0.00 DEDUCTIONS 1,000.00 0.00 TOTAL 353,915.47 1,796,263.90 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 07/23/25 55 08/18/25 08/18/25 11/30/25 50 15 0 0 64% 91% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PER RE REQUEST HIGGINS KYLE RESIDENT ENGINEER