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 10/24/25 EST. NO. 003 TIME 11:11 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 10/24/25 EST. NO. 003 TIME 11:11 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 -1,000.00 -1,000.00 TOTAL DEDUCTIONS -1,000.00 -1,000.00 PROGRAM CAS145 PAGE 1 DATE 10/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J8904 TIME 11:11 AM ESTIMATE NO. 003 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 10/20/25 R.E. NAME: HIGGINS KYLE DATE OF THIS ESTIMATE 10/24/25 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 0.360 66,600.00 0.760 140,600 003 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 0.150 12,552.83 0.550 46,027 005 TYPE III BARRICADE EA 782.9900 3,131.96 2.000 1,565.98 4.000 3,131 006 TEMPORARY TRAFFIC STRIPE (TAPE) LF 4.2500 45,050.00 5,058.000 21,496.50 10,499.000 44,620 007 CHANNELIZER (SURFACE MOUNTED) EA 70.0000 2,660.00 15.000 1,050.00 40.000 2,800 008 PORTABLE RADAR SPEED FEEDBACK SIGN LS 2,000.0000 2,000.00 -0.250 -500.00 0.150 300 SYSTEMS (LS) 009 TEMPORARY BARRIER SYSTEM LF 60.0900 274,010.40 2,280.000 137,005.20 4,628.000 278,096 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 4,800.0000 4,800.00 0.050 240.00 0.450 2,160 011 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 10,374.8200 31,124.46 1.000 10,374.82 3.000 31,124 012 JOB SITE MANAGEMENT LS 13,761.8600 13,761.86 0.260 3,578.08 0.660 9,082 013 WATER POLLUTION CONTROL PROGRAM LS 895.0000 895.00 1.000 895 014 TEMPORARY DRAINAGE INLET PROTECTION EA 676.3900 676.39 1.000 676.39 1.000 676 015 TEMPORARY CONCRETE WASHOUT LS 3,631.9600 3,631.96 0.400 1,452 016 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 12,000.0000 12,000.00 0.000 0 017 ROADWAY EXCAVATION CY 171.5400 70,331.40 35.210 6,039.92 373.110 64,003 018 CLASS 2 AGGREGATE BASE (CY) CY 159.3600 55,776.00 97.620 15,556.72 304.410 48,510 019 HOT MIX ASPHALT (TYPE A) TON 146.0000 224,840.00 778.510 113,662.46 1,506.830 219,997 020 TACK COAT TON 650.0000 1,300.00 0.153 99.45 0.233 151 021 JOINTED PLAIN CONCRETE PAVEMENT CY 1,858.5200 167,266.80 91.250 169,589.95 91.250 169,589 022 REMOVE CONCRETE PAVEMENT AND BASE CY 118.8400 101,014.00 317.460 37,726.95 735.200 87,371 PROGRAM CAS145 PAGE 2 DATE 10/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J8904 TIME 11:11 AM ESTIMATE NO. 003 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 10/20/25 R.E. NAME: HIGGINS KYLE DATE OF THIS ESTIMATE 10/24/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 024 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 2,058.4100 247,009.20 0.000 0 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 0.000 0 031 REMOVE UNSOUND CONCRETE CF 43.3000 33,427.60 0.000 0 032 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 2,759.250 3,724 038 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 0.360 2,160.00 0.760 4,560 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 3 DATE 10/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J8904 TIME 11:11 AM ESTIMATE NO. 003 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 10/20/25 R.E. NAME: HIGGINS KYLE DATE OF THIS ESTIMATE 10/24/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 599,475.25 1,179,216.13 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 599,475.25 1,179,216.13 041 MOBILIZATION LS 261,032.0000 261,032.00 0.950 247,980 ORIGINAL CONTRACT AMOUNT 2,739,586.99 TOTAL WORK COMPLETED 599,475.25 1,427,196.53 MATERIALS ON HAND ON SITE 16,151.89 16,151.89 DEDUCTIONS -1,000.00 -1,000.00 TOTAL 614,627.14 1,442,348.42 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 11/06/25 42 1 0 0 52% 76% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PER RE REQUEST HIGGINS KYLE RESIDENT ENGINEER