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 06/19/26 EST. NO. 002 TIME 11:42 AM R.E. NAME: FARLEY, DAMION 02-3J52U4 --------------------------------------------------------------------------- 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 06/19/26 EST. NO. 002 TIME 11:42 AM R.E. NAME: FARLEY, DAMION 02-3J52U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/19/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3J52U4 TIME 11:42 AM ESTIMATE NO. 002 BID OPENING 12/17/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/26 R.E. NAME: FARLEY, DAMION DATE OF THIS ESTIMATE 06/19/26 LOCATION PROGRESS ESTIMATE 02-TEH-36-15.7/16.4 ----------------- J.F. SHEA CONSTRUCTION, INC. TEHAMA COUNTY ABOUT 26 MILES WEST OF RED 17400 CLEAR CREEK ROAD BLUFF FROM 5.3 MILES EAST TO 6.1 MILES REDDING CA 96001 EAST OF DRY CREEK BRIDGE FED. AID NO. HSNH-S036(123) PLACE HMA AND REPLACE CULVERTS AND FENCING ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,800.0000 1,800.00 1.000 1,800.00 1.000 1,800 002 TIME-RELATED OVERHEAD (LS) LS 50,428.0000 50,428.00 0.250 12,607.00 0.400 20,171 003 DEVELOP WATER SUPPLY LS 14,935.0000 14,935.00 0.000 0 004 CONSTRUCTION AREA SIGNS LS 3,000.0000 3,000.00 0.100 300.00 0.560 1,680 005 TRAFFIC CONTROL SYSTEM LS 302,232.0000 302,232.00 0.250 75,558.00 0.400 120,892 006 PORTABLE RADAR SPEED FEEDBACK SIGN LS 4,635.0000 4,635.00 0.000 0 SYSTEMS (LS) 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 12,360.0000 12,360.00 0.000 0 008 AUTOMATED FLAGGER ASSISTANCE DEVICE LS 6,180.0000 6,180.00 0.000 0 009 JOB SITE MANAGEMENT LS 14,888.0000 14,888.00 0.250 3,722.00 0.400 5,955 010 STORMWATER POLLUTION PREVENTION PLAN LS 1,950.0000 1,950.00 1.000 1,950 011 STORMWATER ANNUAL REPORT EA 3,000.0000 3,000.00 0.000 0 012 TEMPORARY EROSION CONTROL BLANKET SQYD 2.9900 40,365.00 700.000 2,093.00 700.000 2,093 013 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 300.0000 300.00 0.000 0 CONTROL) 014 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 1.1000 24,200.00 0.000 0 MATRIX) 015 TEMPORARY COVER SQYD 2.9800 23,840.00 900.000 2,682.00 900.000 2,682 016 TEMPORARY DRAINAGE INLET PROTECTION EA 183.0000 732.00 4.000 732.00 4.000 732 017 TEMPORARY FIBER ROLL LF 4.9000 36,260.00 3,192.000 15,640.80 3,192.000 15,640 018 TEMPORARY CONSTRUCTION ENTRANCE EA 4,839.0000 4,839.00 0.000 0 019 STREET SWEEPING LS 9,868.0000 9,868.00 0.000 0 020 TEMPORARY CONCRETE WASHOUT LS 1,624.0000 1,624.00 0.000 0 021 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 1,268.0000 7,608.00 0.000 0 022 WATER QUALITY ANNUAL REPORT EA 1,030.0000 2,060.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 06/19/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3J52U4 TIME 11:42 AM ESTIMATE NO. 002 BID OPENING 12/17/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/26 R.E. NAME: FARLEY, DAMION DATE OF THIS ESTIMATE 06/19/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CREEK DIVERSION SYSTEMS LS 36,520.0000 36,520.00 0.500 18,260 024 TEMPORARY REINFORCED SILT FENCE FABRIC LF 11.2500 31,275.00 2,780.000 31,275 025 TREATED WOOD WASTE LB 1.2500 450.00 360.000 450.00 360.000 450 026 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 17,407.0000 17,407.00 0.250 4,351.75 0.400 6,962 027 INVASIVE SPECIES CONTROL LS 4,180.0000 4,180.00 0.000 0 028 CLEARING AND GRUBBING (LS) LS 56,810.0000 56,810.00 1.000 56,810 029 ROADWAY EXCAVATION CY 21.0000 409,500.00 19,500.000 409,500.00 19,500.000 409,500 030 SHOULDER BACKING TON 60.0000 55,800.00 0.000 0 031 DITCH EXCAVATION CY 125.0000 12,250.00 98.000 12,250.00 98.000 12,250 032 SUBGRADE ENHANCEMENT GEOGRID SQYD 2.0700 25,875.00 6,650.000 13,765.50 6,650.000 13,765 033 DRY SEED (SQFT) SQFT 0.3000 2,688.00 0.000 0 034 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.1400 29,820.00 0.000 0 035 FIBER REINFORCED MATRIX (SQFT) SQFT 0.2000 51,800.00 0.000 0 036 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.8000 7,168.00 0.000 0 037 COMPOST SOCK LF 8.9500 15,304.50 0.000 0 038 COMPOST (CY) CY 89.5000 25,955.00 0.000 0 039 INCORPORATE MATERIALS SQFT 0.1000 4,630.00 0.000 0 040 FINISHING ROADWAY LS 8,163.0000 8,163.00 0.000 0 041 CLASS 2 AGGREGATE BASE (CY) CY 87.0000 264,480.00 1,550.000 134,850.00 1,550.000 134,850 042 HOT MIX ASPHALT (TYPE A) TON 122.0000 479,460.00 0.000 0 043 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 20.5000 8,200.00 0.000 0 044 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 20.5000 1,312.00 0.000 0 045 TACK COAT TON 665.0000 1,396.50 0.000 0 046 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 7.5000 5,025.00 0.000 0 047 STRUCTURAL CONCRETE, BOX CULVERT CY 2,785.0000 278,500.00 68.000 189,380.00 100.000 278,500 (F) 048 STRUCTURAL CONCRETE, HEADWALL CY 3,305.0000 62,795.00 18.100 59,820.50 18.100 59,820 (F) 049 STRUCTURAL CONCRETE (WINGWALL) CY 2,500.0000 212,500.00 84.000 210,000.00 84.000 210,000 (F) PROGRAM CAS145 PAGE 3 DATE 06/19/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3J52U4 TIME 11:42 AM ESTIMATE NO. 002 BID OPENING 12/17/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/26 R.E. NAME: FARLEY, DAMION DATE OF THIS ESTIMATE 06/19/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 MINOR CONCRETE (MINOR STRUCTURE) CY 2,205.0000 63,945.00 0.000 0 (F) 051 CONCRETE BACKFILL (PIPE TRENCH) CY 216.0000 3,672.00 18.000 3,888.00 18.000 3,888 052 42" X 29" ELLIPTICAL CORRUGATED STEEL LF 553.0000 38,710.00 70.000 38,710.00 70.000 38,710 PIPE (.138" THICK) 053 24" CORRUGATED STEEL PIPE (.138" THICK) LF 228.0000 45,600.00 182.000 41,496.00 182.000 41,496 054 42" CORRUGATED STEEL PIPE (.138" THICK) LF 503.0000 55,330.00 104.000 52,312.00 104.000 52,312 055 18" CORRUGATED STEEL PIPE (.138" THICK) LF 299.0000 80,730.00 264.000 78,936.00 264.000 78,936 056 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 111.0000 3,108.00 0.000 0 (.064" THICK) 057 12" ENTRANCE TAPER EA 1,715.0000 1,715.00 0.000 0 058 12" ANCHOR ASSEMBLY EA 1,075.0000 1,075.00 0.000 0 059 36" CORRUGATED STEEL PIPE INLET (.168" LF 1,608.0000 22,512.00 13.800 22,190.40 13.800 22,190 THICK) 060 REMOVE CULVERT (LF) LF 40.0000 8,800.00 215.500 8,620.00 215.500 8,620 061 REMOVE INLET EA 1,438.0000 1,438.00 1.000 1,438.00 1.000 1,438 062 REMOVE HEADWALL EA 1,058.0000 3,174.00 3.000 3,174.00 3.000 3,174 063 REMOVE FLARED END SECTION (EA) EA 389.0000 1,167.00 3.000 1,167.00 3.000 1,167 064 CONCRETE (CONCRETE APRON) CY 1,680.0000 5,040.00 0.000 0 065 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 213.0000 61,770.00 68.700 14,633.10 68.700 14,633 METHOD B) (CY) 066 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.1000 2,542.00 211.000 865.10 211.000 865 067 MISCELLANEOUS IRON AND STEEL LB 5.2000 4,472.00 0.000 0 068 FENCE (TYPE BW, METAL POST) LF 11.7000 58,968.00 2,774.000 32,455 069 12' METAL GATE EA 4,150.0000 16,600.00 0.000 0 070 REMOVE FENCE LF 3.8000 17,746.00 4,666.000 17,730 071 RECONSTRUCT FENCE (TYPE BW, METAL POST) LF 5.9500 15,113.00 0.000 0 072 DELINEATOR (CLASS 1) EA 29.0000 29.00 0.000 0 073 DELINEATOR (CLASS 2) EA 59.0000 4,366.00 0.000 0 074 MILEPOST MARKER EA 73.0000 73.00 0.000 0 075 MARKER (CULVERT) EA 50.0000 1,050.00 0.000 0 076 TREATMENT BEST MANAGEMENT PRACTICE EA 100.0000 2,000.00 0.000 0 MARKER PROGRAM CAS145 PAGE 4 DATE 06/19/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3J52U4 TIME 11:42 AM ESTIMATE NO. 002 BID OPENING 12/17/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/26 R.E. NAME: FARLEY, DAMION DATE OF THIS ESTIMATE 06/19/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE ROADSIDE SIGN (WOOD POST) EA 80.0000 320.00 4.000 320.00 4.000 320 078 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 41.5000 6,225.00 0.000 0 079 CABLE RAILING LF 57.0000 9,120.00 0.000 0 080 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 3,550.0000 7,100.00 0.000 0 081 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 16,200.00 0.000 0 082 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 30.00 0.000 0 083 12" RUMBLE STRIP (ASPHALT CONCRETE STA 95.0000 7,505.00 0.000 0 PAVEMENT) PROGRAM CAS145 PAGE 5 DATE 06/19/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3J52U4 TIME 11:42 AM ESTIMATE NO. 002 BID OPENING 12/17/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/26 R.E. NAME: FARLEY, DAMION DATE OF THIS ESTIMATE 06/19/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,417,252.15 1,723,977.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,417,252.15 1,723,977.00 084 MOBILIZATION LS 224,985.0000 224,985.00 0.500 112,492.50 1.000 224,985 ORIGINAL CONTRACT AMOUNT 3,468,598.00 TOTAL WORK COMPLETED 1,529,744.65 1,948,962.00 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,529,744.65 1,948,962.00 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 02/11/26 85 05/04/26 05/04/26 09/03/26 31 3 0 0 56% 36% PROGRESS IS SATISFACTORY FARLEY, DAMION RESIDENT ENGINEER