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 04/24/26 EST. NO. 001 TIME 12:12 PM R.E. NAME: WORDEN, EDWARD 02-3H7704 --------------------------------------------------------------------------- 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 04/24/26 EST. NO. 001 TIME 12:12 PM R.E. NAME: WORDEN, EDWARD 02-3H7704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 04/24/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H7704 TIME 12:12 PM ESTIMATE NO. 001 BID OPENING 09/03/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/26 R.E. NAME: WORDEN, EDWARD DATE OF THIS ESTIMATE 04/24/26 LOCATION PROGRESS ESTIMATE 02-TEH-99-0.0/12.5 ----------------- DESILVA GATES CONSTRUCTION, TEHAMA COUNTY IN AND NEAR LOS MOLINOS FROM LLC BUTTE COUNTY LINE TO LOS MOLINOS CREEK 11555 DUBLIN BLVD. BRIDGE DUBLIN CA 94568 FED. AID NO. ACNH-P099(695)E PLACE HMA, INSTALL CULVERTS, INSTALL GUARD ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000 002 TIME-RELATED OVERHEAD (LS) LS 1,035,000.0000 1,035,000.00 0.000 0 003 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 24,000.00 1.000 6,000.00 1.000 6,000 004 HOURLY OFF-SITE HR 200.0000 8,000.00 5.000 1,000.00 5.000 1,000 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 005 DEVELOP WATER SUPPLY LS 50,000.0000 50,000.00 0.000 0 006 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 0.700 28,000.00 0.700 28,000 007 TRAFFIC CONTROL SYSTEM LS 600,000.0000 600,000.00 0.000 0 008 UPRR PREQUALIFIED FLAGGING (LS) LS 20,000.0000 20,000.00 0.000 0 009 STATIONARY IMPACT ATTENUATOR VEHICLE LS 50,000.0000 50,000.00 0.000 0 (LS) 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 155,000.00 0.000 0 011 TRAFFIC DRUM EA 60.0000 55,800.00 0.000 0 012 PORTABLE RADAR SPEED FEEDBACK SIGN LS 20,000.0000 20,000.00 0.000 0 SYSTEMS (LS) 013 TEMPORARY BARRIER SYSTEM LF 20.0000 1,324,000.00 0.000 0 014 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,000.0000 20,000.00 0.000 0 015 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 3,500.0000 140,000.00 0.000 0 016 AUTOMATED FLAGGER ASSISTANCE DEVICE LS 1,000.0000 1,000.00 0.000 0 017 JOB SITE MANAGEMENT LS 25,000.0000 25,000.00 0.000 0 018 STORMWATER POLLUTION PREVENTION PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000 019 STORMWATER ANNUAL REPORT EA 3,000.0000 6,000.00 0.000 0 020 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 800.0000 4,800.00 0.000 0 CONTROL) 021 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 0.5000 16,800.00 0.000 0 MATRIX) 022 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 8,700.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 04/24/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H7704 TIME 12:12 PM ESTIMATE NO. 001 BID OPENING 09/03/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/26 R.E. NAME: WORDEN, EDWARD DATE OF THIS ESTIMATE 04/24/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY FIBER ROLL LF 4.0000 148,000.00 1,782.000 7,128.00 1,782.000 7,128 024 TEMPORARY GRAVEL BAG BERM LF 20.0000 21,400.00 0.000 0 025 TEMPORARY CONSTRUCTION ENTRANCE EA 10,000.0000 30,000.00 0.000 0 026 STREET SWEEPING LS 152,501.0000 152,501.00 0.000 0 027 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.000 0 028 TREATED WOOD WASTE LB 0.2500 6,750.00 0.000 0 029 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 1,500.0000 30,000.00 6.000 9,000.00 6.000 9,000 030 INVASIVE SPECIES CONTROL LS 10,000.0000 10,000.00 1.000 10,000.00 1.000 10,000 031 NOISE MONITORING LS 500.0000 500.00 0.000 0 032 REMOVE CONCRETE (SQYD) SQYD 50.0000 4,800.00 0.000 0 033 TEMPORARY HIGH-VISIBILITY FENCE LF 4.0000 78,000.00 15,532.000 62,128.00 15,532.000 62,128 034 CLEARING AND GRUBBING (LS) LS 25,000.0000 25,000.00 0.000 0 035 ROADWAY EXCAVATION CY 50.0000 2,995,000.00 0.000 0 036 SHOULDER BACKING TON 35.0000 261,450.00 0.000 0 037 DITCH EXCAVATION CY 100.0000 900.00 0.000 0 038 IMPORTED BORROW (CY) CY 0.1000 672.00 0.000 0 039 SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS SQYD 3.2500 313,300.00 0.000 0 A1 040 ROADSIDE CLEARING LS 25,000.0000 25,000.00 0.000 0 041 BONDED FIBER MATRIX (SQFT) SQFT 0.1800 89,820.00 0.000 0 042 COMPOST (CY) CY 72.0000 38,160.00 0.000 0 043 INCORPORATE MATERIALS SQFT 0.0600 10,260.00 0.000 0 044 FINISHING ROADWAY LS 20,000.0000 20,000.00 0.000 0 045 CLASS 2 AGGREGATE BASE (CY) CY 70.0000 2,310,000.00 0.000 0 046 ASPHALT-RUBBER BINDER TON 700.0000 385,000.00 0.000 0 047 PRECOATED AGGREGATE (SEAL COAT) TON 334.0000 1,239,140.00 0.000 0 048 SEGMENT CORRECTION EA 10,000.0000 60,000.00 0.000 0 049 REPLACE ASPHALT CONCRETE SURFACING CY 375.0000 1,800,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 04/24/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H7704 TIME 12:12 PM ESTIMATE NO. 001 BID OPENING 09/03/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/26 R.E. NAME: WORDEN, EDWARD DATE OF THIS ESTIMATE 04/24/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 HOT MIX ASPHALT (TYPE A) TON 130.0000 4,693,000.00 0.000 0 051 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 142.0000 6,503,600.00 0.000 0 052 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 118.0000 2,643,200.00 0.000 0 (OPEN GRADED FRICTION COURSE) 053 DATA CORE LS 10,000.0000 10,000.00 0.000 0 054 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 8.0000 6,160.00 0.000 0 055 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 8.0000 3,120.00 0.000 0 056 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 8.0000 4,000.00 0.000 0 057 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 8.0000 1,760.00 0.000 0 058 TACK COAT TON 2,000.0000 300,000.00 0.000 0 059 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 30.0000 1,350.00 0.000 0 060 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 8,740.00 0.000 0 061 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.5000 805,000.00 0.000 0 062 RAIL ELEMENT WALL SQFT 28.7500 66,700.00 0.000 0 063 STRUCTURAL CONCRETE, HEADWALL CY 3,175.0000 31,750.00 0.000 0 (F) 064 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,700.0000 245,700.00 0.000 0 (F) 065 CONCRETE BACKFILL (PIPE TRENCH) CY 2,000.0000 2,200.00 0.000 0 (F) 066 CONCRETE COLLAR EA 2,080.0000 10,400.00 0.000 0 067 DPP INFILTRATION AREA CY 135.0000 145,800.00 0.000 0 068 12" REINFORCED CONCRETE PIPE (CLASS III, LF 402.0000 64,320.00 0.000 0 RUBBER GASKET JOINT) 069 18" REINFORCED CONCRETE PIPE (CLASS III, LF 434.0000 56,420.00 0.000 0 RUBBER GASKET JOINT) 070 24" REINFORCED CONCRETE PIPE (CLASS III, LF 438.0000 245,280.00 0.000 0 RUBBER GASKET JOINT) 071 30" REINFORCED CONCRETE PIPE (CLASS III, LF 534.0000 69,420.00 0.000 0 RUBBER GASKET JOINT) 072 36" REINFORCED CONCRETE PIPE (CLASS III, LF 562.0000 494,560.00 0.000 0 RUBBER GASKET JOINT) 073 48" REINFORCED CONCRETE PIPE (CLASS III, LF 3,400.0000 27,200.00 0.000 0 RUBBER GASKET JOINT) 074 12" CORRUGATED STEEL PIPE (.079" THICK) LF 284.0000 9,940.00 0.000 0 075 18" CORRUGATED STEEL PIPE (.079" THICK) LF 300.0000 10,800.00 0.000 0 076 24" CORRUGATED STEEL PIPE (.109" THICK) LF 415.0000 8,300.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 04/24/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H7704 TIME 12:12 PM ESTIMATE NO. 001 BID OPENING 09/03/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/26 R.E. NAME: WORDEN, EDWARD DATE OF THIS ESTIMATE 04/24/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 30" CORRUGATED STEEL PIPE (.109" THICK) LF 380.0000 26,220.00 0.000 0 078 FLUME DOWNDRAIN LF 675.0000 22,275.00 0.000 0 079 18" TAPERED INLET EA 5,600.0000 11,200.00 0.000 0 080 FLUME ANCHOR ASSEMBLY EA 2,400.0000 9,600.00 0.000 0 081 12" WELDED STEEL PIPE (.250" THICK) LF 433.0000 51,960.00 0.000 0 082 18" STEEL FLARED END SECTION EA 3,000.0000 3,000.00 0.000 0 083 ABANDON CULVERT (LF) LF 75.0000 9,750.00 0.000 0 084 REMOVE OVERSIDE DRAIN EA 7,650.0000 7,650.00 0.000 0 085 REMOVE CULVERT (LF) LF 80.0000 45,600.00 0.000 0 086 REMOVE DOWNDRAIN (EA) EA 7,600.0000 7,600.00 0.000 0 087 REMOVE INLET EA 1,600.0000 3,200.00 0.000 0 088 REMOVE HEADWALL EA 7,500.0000 7,500.00 0.000 0 089 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 3,800.0000 7,600.00 0.000 0 090 REMOVE FLARED END SECTION (EA) EA 500.0000 500.00 0.000 0 091 SAND BACKFILL CY 925.0000 13,875.00 0.000 0 092 GABION CY 545.0000 92,105.00 0.000 0 (F) 093 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.5000 3,870.00 0.000 0 094 DETECTABLE WARNING SURFACE SQFT 50.0000 3,450.00 0.000 0 095 MINOR CONCRETE (CURB AND GUTTER) CY 1,000.0000 43,000.00 0.000 0 096 MINOR CONCRETE (DRIVEWAY) CY 1,500.0000 25,500.00 0.000 0 097 MINOR CONCRETE (SIDEWALK) CY 1,200.0000 37,200.00 0.000 0 098 MINOR CONCRETE (CURB RAMP) CY 1,500.0000 9,000.00 0.000 0 099 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 30.0000 9,300.00 0.000 0 100 REMOVE CONCRETE (CURB AND GUTTER) LF 30.0000 1,950.00 0.000 0 101 MISCELLANEOUS IRON AND STEEL LB 6.0000 32,244.00 0.000 0 (F) 102 ADJUST UTILITY COVER TO GRADE EA 2,000.0000 22,000.00 0.000 0 103 RELOCATE FENCE LF 185.0000 29,600.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 04/24/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H7704 TIME 12:12 PM ESTIMATE NO. 001 BID OPENING 09/03/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/26 R.E. NAME: WORDEN, EDWARD DATE OF THIS ESTIMATE 04/24/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 DELINEATOR (CLASS 2) EA 60.0000 31,800.00 0.000 0 105 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.0000 32,720.00 0.000 0 106 MILEPOST MARKER EA 80.0000 1,840.00 0.000 0 107 MARKER (CULVERT) EA 60.0000 5,520.00 0.000 0 108 TREATMENT BEST MANAGEMENT PRACTICE EA 100.0000 6,200.00 0.000 0 MARKER 109 OBJECT MARKER (TYPE L-1) EA 70.0000 8,400.00 0.000 0 110 REMOVE ROADSIDE SIGN (WOOD POST) EA 70.0000 1,960.00 0.000 0 111 REMOVE ROADSIDE SIGN PANEL EA 70.0000 350.00 0.000 0 112 REMOVE ROADSIDE SIGN (STEEL POST) EA 100.0000 1,900.00 0.000 0 113 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 8,600.00 0.000 0 (0.063"-UNFRAMED) 114 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 6,400.00 0.000 0 (0.080"-UNFRAMED) 115 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 40.0000 1,560.00 0.000 0 (0.063"-FRAMED) 116 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 40.0000 1,080.00 0.000 0 (0.080"-FRAMED) 117 ROADSIDE SIGN - ONE POST EA 450.0000 27,900.00 0.000 0 118 ROADSIDE SIGN - TWO POST EA 700.0000 2,100.00 0.000 0 119 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 500.00 0.000 0 METHOD) 120 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 25.0000 317,500.00 0.000 0 121 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 30.0000 15,900.00 0.000 0 122 VEGETATION CONTROL (MINOR CONCRETE) SQYD 50.0000 389,500.00 0.000 0 123 TRANSITION RAILING (TYPE AGT) EA 3,500.0000 52,500.00 0.000 0 124 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,300.0000 2,600.00 0.000 0 125 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 2,850.0000 213,750.00 0.000 0 126 ALTERNATIVE CRASH CUSHION TL-3 EA 40,000.0000 40,000.00 0.000 0 127 CONCRETE BARRIER TRANSITION LF 950.0000 250,800.00 0.000 0 (F) 128 REMOVE GUARDRAIL LF 3.5000 6,265.00 0.000 0 129 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 12.0000 44,160.00 0.000 0 MARKING 130 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,930.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) PROGRAM CAS145 PAGE 6 DATE 04/24/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H7704 TIME 12:12 PM ESTIMATE NO. 001 BID OPENING 09/03/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/26 R.E. NAME: WORDEN, EDWARD DATE OF THIS ESTIMATE 04/24/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 36,120.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 132 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 258,000.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 133 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 330.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 134 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 2,870.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 135 REMOVE TRAFFIC STRIPE (HIGH-PRESSURE LF 1.0000 50,200.00 0.000 0 WATER BLASTING) 136 12" RUMBLE STRIP (ASPHALT CONCRETE STA 50.0000 89,000.00 0.000 0 PAVEMENT) 137 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,000.0000 3,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 138 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 140,000.0000 140,000.00 0.000 0 139 MODIFYING TRAFFIC MONITORING STATIONS LS 103,000.0000 103,000.00 0.000 0 140 MODIFYING FLASHING BEACON SYSTEMS LS 7,000.0000 7,000.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 04/24/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H7704 TIME 12:12 PM ESTIMATE NO. 001 BID OPENING 09/03/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/26 R.E. NAME: WORDEN, EDWARD DATE OF THIS ESTIMATE 04/24/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 127,256.00 127,256.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 127,256.00 127,256.00 141 MOBILIZATION LS 3,640,000.0000 3,640,000.00 0.000 0 ORIGINAL CONTRACT AMOUNT 36,477,477.00 TOTAL WORK COMPLETED 127,256.00 127,256.00 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 127,256.00 127,256.00 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 11/10/25 160 00/00/00 00/00/00 09/29/26 0 69 0 0 0% 0% PROGRESS IS SATISFACTORY *** SUSPENDED ON 01/07/26. WORDEN, EDWARD RESIDENT ENGINEER