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. 005 TIME 10:31 AM R.E. NAME: KYLE HIGGINS 02-2J9704 --------------------------------------------------------------------------- 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 07/21/26 EST. NO. 005 TIME 10:31 AM R.E. NAME: KYLE HIGGINS 02-2J9704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEDUCT LTTR 3/2026 -2,000.00 004 DEDUCT LTTR 6/26 -1,000.00 005 RTN DEDUCT LTTR 3/26 2,000.00 005 1,000.00 -1,000.00 TOTAL DEDUCTIONS 1,000.00 -1,000.00 PROGRAM CAS145 PAGE 1 DATE 07/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2J9704 TIME 10:31 AM ESTIMATE NO. 005 BID OPENING 01/22/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/26 R.E. NAME: KYLE HIGGINS DATE OF THIS ESTIMATE 07/21/26 LOCATION RERUN PROGRESS ESTIMATE 02-VAR ----------------------- MCCUEN CONSTRUCTION, INC. SHASTA COUNTY ON ROUTE 5 AT VARIOUS 13700 HWY 36 LOCATIONS FROM ANTLER UNDERCROSSING TO RED BLUFF SODA CREEK ROAD UNDERCROSSING AND ON ROUTE CA 96080 89 AT VARIOUS LOCATIONS FROM HAT CREEK 3269 SWETZER ROAD LOOMIS CA 95650 FED. AID NO. N O N E BRIDGE POLYESTER CONCRETE OVERLAY AND METH ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,295.0000 1,295.00 1.000 1,295 002 TIME-RELATED OVERHEAD (LS) LS 245,000.0000 245,000.00 0.100 24,500.00 0.450 110,250 003 CONSTRUCTION AREA SIGNS LS 15,500.0000 15,500.00 0.750 11,625 004 TRAFFIC CONTROL SYSTEM LS 238,908.0000 238,908.00 0.100 23,890.80 0.450 107,508 005 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 205.0000 24,600.00 10.000 2,050.00 43.000 8,815 006 PORTABLE RADAR SPEED FEEDBACK SIGN LS 6,400.0000 6,400.00 0.100 640.00 0.450 2,880 SYSTEMS (LS) 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 9,600.0000 9,600.00 0.100 960.00 0.450 4,320 008 TEMPORARY RAILING (TYPE K) LF 59.0400 135,792.00 2,300.000 135,792 009 TEMPORARY CRASH CUSHION TL-3 EA 1,900.0000 11,400.00 6.000 11,400 010 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 100.0000 12,000.00 6.000 600 011 JOB SITE MANAGEMENT LS 74,700.0000 74,700.00 0.200 14,940.00 0.350 26,145 012 WATER POLLUTION CONTROL PROGRAM LS 900.0000 900.00 1.000 900 013 TEMPORARY CONCRETE WASHOUT LS 4,500.0000 4,500.00 0.100 450.00 0.300 1,350 014 TREATED WOOD WASTE LB 0.7500 1,972.50 0.000 0 015 SHOULDER BACKING TON 230.0000 22,080.00 0.150 34 016 HOT MIX ASPHALT (TYPE A) TON 293.0000 196,310.00 242.750 71,125.75 427.710 125,319 017 TACK COAT TON 650.0000 1,950.00 0.370 240.50 0.624 405 018 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 11,880.00 1,405.100 4,215.30 2,440.200 7,320 019 GRIND EXISTING BRIDGE DECK SQYD 1,800.0000 3,960.00 0.000 0 020 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 4,010.0000 292,730.00 73.480 294,654 R) 021 STRUCTURAL CONCRETE, BRIDGE (REPAIR) CY 129,018.0000 12,901.80 0.000 0 (CY) 022 STRUCTURAL CONCRETE, BRIDGE (RSC) CY 7,489.0000 74,890.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 07/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2J9704 TIME 10:31 AM ESTIMATE NO. 005 BID OPENING 01/22/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/26 R.E. NAME: KYLE HIGGINS 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 CLEAN EXPANSION JOINT LF 15.1000 5,632.30 319.000 4,816.90 319.000 4,816 024 JOINT SEAL (MR 1/2") LF 224.8400 11,242.00 0.000 0 025 JOINT SEAL (MR 1") LF 155.9200 44,749.04 280.000 43,657.60 280.000 43,657 026 JOINT SEAL (MR 2") LF 306.5200 11,954.28 39.000 11,954.28 39.000 11,954 027 BONDED JOINT SEAL (MR 1 1/2") LF 309.2500 15,462.50 0.000 0 028 BAR REINFORCING STEEL (BRIDGE, EPOXY LB 3.0000 3,975.00 0.000 0 COATED) 029 PUBLIC SAFETY PLAN LS 4,895.0000 4,895.00 0.000 0 030 RAPID SETTING CONCRETE (PATCH) CF 69.0000 7,527.90 13.690 944.61 13.690 944 031 REMOVE UNSOUND CONCRETE CF 551.2500 60,141.38 13.360 7,364.70 24.420 13,461 032 REMOVE POLYESTER CONCRETE OVERLAY SQFT 1.1200 40,966.24 36,581.000 40,970 033 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.8900 39,070.11 21,837.000 19,434.93 43,781.000 38,965 034 FURNISH POLYESTER CONCRETE OVERLAY CF 86.6200 474,071.26 2,374.000 205,635.88 4,791.000 414,996 035 PLACE POLYESTER CONCRETE OVERLAY SQFT 8.9700 393,774.03 19,654.000 176,296.38 41,593.000 373,089 (F) 036 BRIDGE REMOVAL (PORTION), LOCATION A LS 20,602.0000 20,602.00 0.000 0 037 BRIDGE REMOVAL (PORTION), LOCATION B LS 20,300.0000 20,300.00 1.000 20,300.00 1.000 20,300 038 BRIDGE REMOVAL (PORTION), LOCATION C LS 6,451.0000 6,451.00 0.000 0 039 GALVANIC ANODES EA 28.0000 2,408.00 0.000 0 040 PAVEMENT MARKER EA 300.0000 13,800.00 0.000 0 (RETROREFLECTIVE-RECESSED) 041 OBJECT MARKER (TYPE P) EA 100.0000 1,500.00 15.000 1,500 042 OBJECT MARKER (TYPE L-1) EA 75.0000 675.00 0.000 0 043 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 31.0000 12,400.00 0.000 0 044 TRANSITION RAILING (TYPE AGT) EA 5,000.0000 45,000.00 9.000 45,000 045 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,400.0000 2,800.00 0.000 0 046 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 047 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 048 CONCRETE BARRIER TRANSITION LF 895.0000 120,825.00 135.000 120,825 (F) 049 REMOVE GUARDRAIL LF 3.0000 1,950.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 07/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2J9704 TIME 10:31 AM ESTIMATE NO. 005 BID OPENING 01/22/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/26 R.E. NAME: KYLE HIGGINS 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 ------------------------------------------------------------------------------------------------------------------------------------ 050 PAINT TRAFFIC STRIPE (2-COAT) LF 1.5000 11,940.00 0.000 0 051 12" RUMBLE STRIP (ASPHALT CONCRETE STA 900.0000 18,000.00 0.000 0 PAVEMENT) 052 CONTRAST STRIPE PAINT (2-COAT) LF 2.2500 11,160.00 0.000 0 053 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 15,000.0000 15,000.00 0.100 1,500.00 0.450 6,750 SYSTEM ELEMENTS DURING CONSTRUCTION 054 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 055 REMOVE CONCRETE BARRIER LF 130.0000 16,770.00 154.770 20,120 PROGRAM CAS145 PAGE 4 DATE 07/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2J9704 TIME 10:31 AM ESTIMATE NO. 005 BID OPENING 01/22/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/26 R.E. NAME: KYLE HIGGINS 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 634,917.63 2,007,966.59 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 13,486.93 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 634,917.63 2,021,453.52 056 MOBILIZATION LS 309,000.0000 309,000.00 0.050 15,450.00 1.000 309,000 ORIGINAL CONTRACT AMOUNT 3,143,311.34 TOTAL WORK COMPLETED 650,367.63 2,330,453.52 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 1,000.00 -1,000.00 TOTAL 651,367.63 2,329,453.52 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 03/13/25 138 08/22/25 08/22/25 10/01/26 43 162 0 0 75% 31% PROGRESS IS SATISFACTORY KYLE HIGGINS RESIDENT ENGINEER