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 07/21/26 EST. NO. 007 TIME 10:26 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 --------------------------------------------------------------------------- 002 0001 4,772.69 E.W. @ F.A.(+) 030426 N 01 0002 5,169.41 030426 N 002 003 0002 14,850.00 E.W. @ F.A.(+) 102025 N 002 24,792.10 TOTAL THIS ESTIMATE 16,240.51 TOTAL PREVIOUS ESTIMATE 41,032.61 TOTAL TO DATE 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 07/21/26 EST. NO. 007 TIME 10:26 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 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 07/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J8904 TIME 10:26 AM ESTIMATE NO. 007 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 07/20/26 R.E. NAME: HIGGINS KYLE DATE OF THIS ESTIMATE 07/21/26 LOCATION 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 0.070 12,950.00 0.980 181,300 003 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 0.120 10,042.27 0.980 82,011 005 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 0.070 140.00 0.980 1,960 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 0.070 336.00 0.980 4,704 011 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 0.070 963.33 0.880 12,110 013 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 0.800 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 07/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J8904 TIME 10:26 AM ESTIMATE NO. 007 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 07/20/26 R.E. NAME: HIGGINS KYLE DATE OF THIS ESTIMATE 07/21/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 20,634 024 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 2,058.4100 247,009.20 135.220 278,338 R) 025 CLEAN EXPANSION JOINT LF 45.7700 10,984.80 234.000 10,710.18 234.000 10,710 026 JOINT SEAL (MR 1") LF 168.9600 13,516.80 80.000 13,516.80 80.000 13,516 027 JOINT SEAL (MR 2") LF 219.0000 35,040.00 80.000 17,520.00 80.000 17,520 028 PUBLIC SAFETY PLAN LS 16,975.0000 16,975.00 0.000 0 029 INJECT CRACK (EPOXY) LF 2,497.0800 12,485.40 4.000 9,988 030 RAPID SETTING CONCRETE (PATCH) CF 72.7000 56,124.40 147.000 10,686 031 REMOVE UNSOUND CONCRETE CF 43.3000 33,427.60 147.000 6,365 032 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.3800 18,721.46 49,267.000 18,721.46 49,267.000 18,721 033 FURNISH POLYESTER CONCRETE OVERLAY CF 90.2100 444,464.67 4,268.000 385,016.28 4,268.000 385,016 034 PLACE POLYESTER CONCRETE OVERLAY SQFT 4.6500 229,091.55 44,340.000 206,181.00 44,340.000 206,181 (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 6,526.910 8,811 038 6" METHYL METHACRYLATE PAINT TRAFFIC LF 3.5000 19,040.00 2,980.000 10,430.00 2,980.000 10,430 STRIPE 039 6" METHYL METHACRYLATE PAINT TRAFFIC LF 1.7500 4,865.00 1,390.000 2,432.50 1,390.000 2,432 STRIPE (BROKEN 36-12) 040 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 6,000.0000 6,000.00 0.070 420.00 0.980 5,880 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 3 DATE 07/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J8904 TIME 10:26 AM ESTIMATE NO. 007 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 07/20/26 R.E. NAME: HIGGINS KYLE DATE OF THIS ESTIMATE 07/21/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 689,379.82 2,261,533.15 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 24,792.10 41,032.61 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 714,171.92 2,302,565.76 041 MOBILIZATION LS 261,032.0000 261,032.00 1.000 261,032 ORIGINAL CONTRACT AMOUNT 2,739,586.99 TOTAL WORK COMPLETED 714,171.92 2,563,597.76 MATERIALS ON HAND ON SITE -444,123.98 0.00 DEDUCTIONS 0.00 0.00 TOTAL 270,047.94 2,563,597.76 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 07/21/26 54 173 0 0 91% 98% PROGRESS IS SATISFACTORY *** SUSPENDED ON 11/04/25. HIGGINS KYLE RESIDENT ENGINEER