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 05/21/26 EST. NO. 003 TIME 12:33 PM R.E. NAME: VALLEY, AARON 01-0J2104 --------------------------------------------------------------------------- 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 05/21/26 EST. NO. 003 TIME 12:33 PM R.E. NAME: VALLEY, AARON 01-0J2104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER 5/26 LTR DEDUCT -10,000.00 003 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 05/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0J2104 TIME 12:33 PM ESTIMATE NO. 003 BID OPENING 04/22/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/26 R.E. NAME: VALLEY, AARON DATE OF THIS ESTIMATE 05/21/26 LOCATION PROGRESS ESTIMATE 01-DN-101-R2.6/23.9 ----------------- MERCER-FRASER COMPANY DEL NORTE COUNTY IN AND NEAR KLAMATH FROM 200 DINSMORE DR 1.2 MILES SOUTH OF KLAMATH RIVER OVERFLOW FORTUNA CA 95540 TO 1.1 MILE NORTH OF HAMILTON ROAD FED. AID NO. ACNH-Q101(442)E RHMA, HMA, AND COLD PLANE ASPHALT CONCRETE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500 002 TIME-RELATED OVERHEAD (LS) LS 455,000.0000 455,000.00 0.120 54,600.00 0.150 68,250 003 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 36,000.00 1.000 6,000 004 HOURLY OFF-SITE HR 200.0000 4,000.00 1.000 200.00 1.000 200 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 005 CONSTRUCTION AREA SIGNS LS 15,510.0000 15,510.00 0.040 620.40 0.740 11,477 006 TRAFFIC CONTROL SYSTEM LS 1,300,000.0000 1,300,000.00 0.120 156,000.00 0.150 195,000 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.5000 24,345.00 0.000 0 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 151,800.00 124,578.000 37,373.40 129,306.000 38,791 009 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 9,800.00 0.000 0 010 TRAFFIC DRUM EA 100.0000 2,600.00 0.000 0 011 PORTABLE RADAR SPEED FEEDBACK SIGN LS 38,000.0000 38,000.00 0.120 4,560.00 0.150 5,700 SYSTEMS (LS) 012 TEMPORARY BARRIER SYSTEM LF 36.0000 311,760.00 3,300.000 118,800 013 RELOCATE TEMPORARY BARRIER SYSTEM LF 32.0000 87,680.00 2,760.000 88,320.00 2,760.000 88,320 014 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 85,000.0000 85,000.00 0.120 10,200.00 0.150 12,750 015 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 4,000.0000 224,000.00 20.000 80,000 016 JOB SITE MANAGEMENT LS 95,000.0000 95,000.00 0.120 11,400.00 0.150 14,250 017 WATER POLLUTION CONTROL PROGRAM LS 1,500.0000 1,500.00 0.750 1,125 018 TEMPORARY COVER SQYD 7.0000 5,460.00 0.000 0 019 TEMPORARY DRAINAGE INLET PROTECTION EA 230.0000 11,730.00 46.000 10,580.00 46.000 10,580 020 TEMPORARY FIBER ROLL LF 7.0000 7,000.00 1,000.000 7,000 021 TEMPORARY GRAVEL BAG BERM LF 11.0000 7,700.00 0.000 0 022 TEMPORARY SILT FENCE LF 8.0000 2,400.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 05/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0J2104 TIME 12:33 PM ESTIMATE NO. 003 BID OPENING 04/22/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/26 R.E. NAME: VALLEY, AARON DATE OF THIS ESTIMATE 05/21/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 325,000.0000 325,000.00 0.120 39,000.00 0.150 48,750 024 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.120 600.00 0.150 750 025 TREATED WOOD WASTE LB 0.3100 22,847.00 0.000 0 026 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 25,000.0000 25,000.00 0.120 3,000.00 0.150 3,750 027 INVASIVE SPECIES CONTROL LS 25,000.0000 25,000.00 0.120 3,000.00 0.150 3,750 028 CONTRACTOR SUPPLIED ARBORIST LS 12,000.0000 12,000.00 0.120 1,440.00 0.150 1,800 029 TEMPORARY HIGH-VISIBILITY FENCE LF 14.0000 14,420.00 1,025.000 14,350 030 CLEARING AND GRUBBING (LS) LS 45,000.0000 45,000.00 0.000 0 031 ROADWAY EXCAVATION CY 180.0000 21,600.00 60.000 10,800.00 60.000 10,800 032 ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY CY 836.0000 25,916.00 0.000 0 DEPOSITED LEAD) 033 ROADWAY EXCAVATION (TYPE COM) (AERIALLY CY 1,246.0000 8,722.00 0.000 0 DEPOSITED LEAD) 034 SHOULDER BACKING TON 94.0000 181,420.00 0.000 0 035 IMPORTED BORROW (CY) CY 185.0000 74,000.00 0.000 0 036 WOOD MULCH CY 215.0000 30,100.00 0.000 0 037 DRY SEED (SQFT) SQFT 0.2800 5,964.00 0.000 0 038 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 1.1500 24,495.00 0.000 0 039 COMPOST (CY) CY 221.0000 28,730.00 0.000 0 040 INCORPORATE MATERIALS SQFT 0.2200 4,312.00 0.000 0 041 FINISHING ROADWAY LS 40,000.0000 40,000.00 0.000 0 042 CLASS 2 AGGREGATE BASE (CY) CY 700.0000 12,600.00 0.000 0 043 HIGH FRICTION SURFACE TREATMENT SQYD 24.5000 935,900.00 0.000 0 044 CRACK TREATMENT LNMI 5,000.0000 215,000.00 0.000 0 045 SEGMENT CORRECTION EA 2,500.0000 92,500.00 0.000 0 046 REPLACE ASPHALT CONCRETE SURFACING CY 800.0000 264,000.00 302.860 242,288.00 302.860 242,288 047 HOT MIX ASPHALT (TYPE A) TON 179.0000 2,756,600.00 14,961.930 2,678,185.47 14,961.930 2,678,185 048 HOT MIX ASPHALT (LEVELING) TON 210.0000 441,000.00 1,777.750 373,327.50 1,777.750 373,327 049 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 191.0000 7,258,000.00 8,095.740 1,546,286.34 8,095.740 1,546,286 PROGRAM CAS145 PAGE 3 DATE 05/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0J2104 TIME 12:33 PM ESTIMATE NO. 003 BID OPENING 04/22/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/26 R.E. NAME: VALLEY, AARON DATE OF THIS ESTIMATE 05/21/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 DATA CORE LS 20,000.0000 20,000.00 0.000 0 051 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.0000 24,210.00 0.000 0 052 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 1,500.00 0.000 0 053 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 3.0000 11,400.00 0.000 0 054 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 6,690.00 0.000 0 055 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 5,970.00 0.000 0 056 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 75.0000 2,475.00 0.000 0 AREA) 057 TACK COAT TON 600.0000 138,000.00 45.700 27,420.00 45.700 27,420 058 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 12.0000 4,800.00 0.000 0 059 REMOVE ASPHALT CONCRETE DIKE LF 3.0000 50,700.00 0.000 0 060 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.5000 1,117,500.00 140,381.600 350,954.00 140,381.600 350,954 061 BAR REINFORCING STEEL LB 5.2200 4,228.20 0.000 0 (F) 062 6" ALTERNATIVE PIPE CULVERT LF 400.0000 16,000.00 0.000 0 063 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 150.0000 3,750.00 0.000 0 064 12" ENTRANCE TAPER EA 1,200.0000 1,200.00 0.000 0 065 12" ANCHOR ASSEMBLY EA 3,000.0000 3,000.00 0.000 0 066 REMOVE OVERSIDE DRAIN EA 800.0000 800.00 0.000 0 067 ADJUST FRAME AND GRATE TO GRADE EA 4,500.0000 4,500.00 0.000 0 068 ROCK SLOPE PROTECTION (150 LB, CLASS CY 350.0000 6,300.00 0.000 0 III, METHOD B) (CY) 069 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 200.0000 880.00 0.000 0 070 DETECTABLE WARNING SURFACE SQFT 70.0000 3,360.00 0.000 0 071 MINOR CONCRETE (CURB, SIDEWALK AND CURB CY 3,550.0000 78,100.00 0.000 0 RAMP) 072 REMOVE CONCRETE CURB AND SIDEWALK (SQYD) SQYD 120.0000 6,000.00 0.000 0 073 LOWER AND RAISE FRAME AND COVER EA 1,500.0000 16,500.00 0.000 0 (UTILITY) 074 PREPARE AND STAIN CONCRETE SQFT 169.0000 49,010.00 0.000 0 075 RELOCATE FLAGPOLE EA 3,000.0000 3,000.00 0.000 0 076 REMOVE DELINEATOR EA 15.0000 2,400.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 05/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0J2104 TIME 12:33 PM ESTIMATE NO. 003 BID OPENING 04/22/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/26 R.E. NAME: VALLEY, AARON DATE OF THIS ESTIMATE 05/21/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 DELINEATOR (CLASS 1) EA 65.0000 100,100.00 85.000 5,525 078 GUARD RAILING DELINEATOR EA 27.0000 11,340.00 0.000 0 079 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 28,500.00 0.000 0 080 PAVEMENT MARKER EA 9.0000 45,720.00 0.000 0 (RETROREFLECTIVE-RECESSED) 081 MILEPOST MARKER EA 80.0000 5,600.00 0.000 0 082 MARKER (CULVERT) EA 65.0000 22,100.00 0.000 0 083 TREATMENT BEST MANAGEMENT PRACTICE EA 95.0000 380.00 0.000 0 MARKER 084 OBJECT MARKER (TYPE N) EA 65.0000 390.00 0.000 0 085 OBJECT MARKER (TYPE P) EA 65.0000 1,040.00 0.000 0 086 OBJECT MARKER (TYPE K-1) EA 65.0000 520.00 0.000 0 087 OBJECT MARKER (TYPE K-2) EA 65.0000 1,820.00 0.000 0 088 REMOVE MARKER EA 15.0000 870.00 0.000 0 089 REMOVE ROADSIDE SIGN EA 170.0000 44,200.00 0.000 0 090 RELOCATE MARKER EA 50.0000 50.00 0.000 0 091 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 39.0500 19,915.50 0.000 0 092 FURNISH LAMINATED PANEL SIGN (2 SQFT 44.6000 22,300.00 0.000 0 1/2"-TYPE B) 093 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.9000 35,697.00 0.000 0 (0.063"-UNFRAMED) 094 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.7000 27,302.00 0.000 0 (0.080"-UNFRAMED) 095 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 34.3000 7,546.00 0.000 0 (0.063"-FRAMED) 096 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 30.1000 51,772.00 0.000 0 (0.080"-FRAMED) 097 ROADSIDE SIGN - ONE POST EA 575.0000 120,750.00 0.000 0 098 ROADSIDE SIGN - TWO POST EA 950.0000 45,600.00 0.000 0 099 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 225.0000 8,775.00 0.000 0 POST 100 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 9,620.0000 125,060.00 0.000 0 BOX POST) 101 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 33.5000 171,855.00 950.000 31,825.00 950.000 31,825 102 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 38.6000 135,872.00 0.000 0 103 VEGETATION CONTROL (MINOR CONCRETE) SQYD 92.0000 354,200.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 05/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0J2104 TIME 12:33 PM ESTIMATE NO. 003 BID OPENING 04/22/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/26 R.E. NAME: VALLEY, AARON DATE OF THIS ESTIMATE 05/21/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 VEGETATION CONTROL MAT (RUBBER OR FIBER) SQYD 120.0000 56,400.00 0.000 0 105 PIPE HANDRAILING LF 210.0000 35,910.00 0.000 0 (F) 106 BARRIER MARKERS EA 60.0000 600.00 0.000 0 107 TRANSITION RAILING (TYPE AGT) EA 4,600.0000 138,000.00 5.000 23,000.00 5.000 23,000 108 END CAP (TYPE A) EA 425.0000 850.00 0.000 0 109 END CAP (TYPE TC) EA 640.0000 8,960.00 4.000 2,560.00 4.000 2,560 110 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,300.0000 5,200.00 0.000 0 111 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 3,695.0000 103,460.00 5.000 18,475.00 5.000 18,475 112 BURIED POST END ANCHOR (TYPE B-F) EA 3,200.0000 32,000.00 0.000 0 113 CONCRETE BARRIER TRANSITION LF 1,650.0000 924,000.00 290.000 478,500.00 425.000 701,250 (F) 114 REMOVE GUARDRAIL LF 6.0000 59,700.00 1,062.500 6,375.00 1,062.500 6,375 115 RECONSTRUCT GUARDRAIL LF 36.5000 28,470.00 0.000 0 116 ADJUST GUARDRAIL LF 6.2500 11,812.50 0.000 0 117 REMOVE CONCRETE BARRIER LF 185.0000 25,900.00 25.500 4,717 118 REMOVE CONCRETE BARRIER (TYPE K) LF 37.0000 4,440.00 0.000 0 119 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 6.7500 44,145.00 0.000 0 WET NIGHT VISIBILITY) 120 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9300 459,420.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 121 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 6,000.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 122 12" THERMOPLASTIC TRAFFIC STRIPE LF 6.5000 25,090.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 123 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 23,680.00 62,411.000 19,971.52 69,502.000 22,240 124 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 25.0000 5,250.00 0.000 0 125 6" RUMBLE STRIP (ASPHALT CONCRETE STA 40.0000 9,200.00 0.000 0 PAVEMENT-SINUSOIDAL) 126 12" RUMBLE STRIP (ASPHALT CONCRETE STA 40.0000 41,200.00 0.000 0 PAVEMENT-SINUSOIDAL) 127 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 128 MODIFYING FLASHING BEACON SYSTEMS LS 49,000.0000 49,000.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 05/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0J2104 TIME 12:33 PM ESTIMATE NO. 003 BID OPENING 04/22/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/26 R.E. NAME: VALLEY, AARON DATE OF THIS ESTIMATE 05/21/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 6,230,861.63 6,780,123.65 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 6,230,861.63 6,780,123.65 129 MOBILIZATION LS 2,041,749.8000 2,041,749.80 0.950 1,939,662.31 0.950 1,939,662 ORIGINAL CONTRACT AMOUNT 22,896,896.00 TOTAL WORK COMPLETED 8,170,523.94 8,719,785.96 MATERIALS ON HAND ON SITE 253,435.73 253,435.73 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 8,413,959.67 8,963,221.69 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 08/26/25 240 00/00/00 00/00/00 07/08/26 26 110 0 0 38% 11% PROGRESS IS SATISFACTORY *** SUSPENDED ON 10/30/25. VALLEY, AARON RESIDENT ENGINEER