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 10/23/25 EST. NO. 007 TIME 09:08 AM R.E. NAME: FARLEY DAMION 02-4H03U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0059 8,174.96 E.W. @ F.A.(+) 052525 N 0061.0 0061 8,174.96 052625 N 0063.0 0063 5,846.09 052725 N 0065.0 0065 9,629.27 052525 N 0067.0 0067 9,629.27 052625 N 0069.0 0072 13,037.33 051025 N 0082.0 0075 5,818.27 051625 N 339850 0076 2,120.32 051625 N 339851 0078 1,594.16 052425 N 348319 0081 6,635.53 052425 N 348534 0082 15,000.00 A.C. @ L.S.(+) 051025 N 100 002 0002 4,532.28 E.W. @ F.A.(+) 050725 N 0079.0 004 0002 2,813.70 E.W. @ F.A.(+) 101925 N 0118.0 006 0004 9,489.49 E.W. @ F.A.(+) 060225 N 0076.1 0005 8,488.34 060425 N 0077.6 0006 5,154.65 062025 N 0083.1 0015 5,850.90 072325 N 0116.0 010 0001 4,269.38 E.W. @ F.A.(+) 101925 N 0119.0 126,258.90 TOTAL THIS ESTIMATE 566,478.53 TOTAL PREVIOUS ESTIMATE 692,737.43 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 10/23/25 EST. NO. 007 TIME 09:08 AM R.E. NAME: FARLEY DAMION 02-4H03U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEDUCT LTTR 7/25 -10,000.00 004 RTN DEDUCT LTR 7/25 10,000.00 006 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 10/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H03U4 TIME 09:08 AM ESTIMATE NO. 007 BID OPENING 11/19/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/25 R.E. NAME: FARLEY DAMION DATE OF THIS ESTIMATE 10/23/25 LOCATION PROGRESS ESTIMATE 02-PLU-89-12.9/20.0 ----------------- 02-PLU-89-20.6/21.0 HAT CREEK CONSTRUCTION & PLUMAS COUNTY IN AND NEAR GREENVILLE FROM MATERIALS, INC. 0.8 MILE SOUTH OF DIXIE CANYON ROAD TO 24339 STATE HWY 89 N. WOLF CREEK BRIDGE AND FROM MILL STREET TO BURNEY CA 96013 0.4 MILE NORTH OF HILLSIDE DRIVE FED. AID NO. TBGP-S089(33)E HMA OVERLAY. ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,400.0000 1,400.00 1.000 1,400 002 TIME-RELATED OVERHEAD (LS) LS 325,000.0000 325,000.00 0.130 42,250.00 0.920 299,000 003 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 36,000.00 2.000 12,000 004 HOURLY OFF-SITE HR 200.0000 18,000.00 9.000 1,800 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 005 DEVELOP WATER SUPPLY LS 19,000.0000 19,000.00 0.130 2,470.00 0.920 17,480 006 CONSTRUCTION AREA SIGNS LS 9,900.0000 9,900.00 0.050 495.00 0.760 7,524 007 TRAFFIC CONTROL SYSTEM LS 1,744,462.6000 1,744,462.60 0.130 226,780.14 0.920 1,604,905 008 TYPE II BARRICADE EA 20.0000 80.00 0.000 0 009 TRAFFIC CONE EA 15.0000 690.00 0.000 0 010 TYPE III BARRICADE EA 50.0000 200.00 0.000 0 011 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.5000 5,975.00 0.000 0 012 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 2.7000 2,025.00 0.000 0 013 CHANNELIZER (SURFACE MOUNTED) EA 55.0000 17,050.00 0.000 0 014 TRAFFIC DRUM EA 40.0000 3,040.00 0.000 0 015 PORTABLE RADAR SPEED FEEDBACK SIGN LS 20,800.0000 20,800.00 0.130 2,704.00 0.920 19,136 SYSTEMS (LS) 016 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 50,400.0000 50,400.00 0.130 6,552.00 0.920 46,368 017 TEMPORARY RAILING (TYPE K) LF 20.0000 22,800.00 240.000 4,800 018 TEMPORARY CRASH CUSHION TL-3 EA 535.0000 3,210.00 3.000 1,605 019 AUTOMATED FLAGGER ASSISTANCE DEVICE LS 10,400.0000 10,400.00 0.130 1,352.00 0.920 9,568 020 JOB SITE MANAGEMENT LS 35,000.0000 35,000.00 0.130 4,550.00 0.920 32,200 021 STORMWATER POLLUTION PREVENTION PLAN LS 2,000.0000 2,000.00 1.000 2,000 022 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 35,500.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 10/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H03U4 TIME 09:08 AM ESTIMATE NO. 007 BID OPENING 11/19/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/25 R.E. NAME: FARLEY DAMION DATE OF THIS ESTIMATE 10/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 024 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 788.0000 1,576.00 1.000 788 CONTROL) 025 TEMPORARY DRAINAGE INLET PROTECTION EA 435.0000 3,480.00 1.000 435 026 TEMPORARY FIBER ROLL LF 7.7000 7,161.00 175.000 1,347 027 TEMPORARY GRAVEL BAG BERM LF 46.5000 2,325.00 0.000 0 028 TEMPORARY SILT FENCE LF 10.7500 4,300.00 0.000 0 029 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 12,000.00 0.000 0 030 STREET SWEEPING LS 35,000.0000 35,000.00 0.130 4,550.00 0.920 32,200 031 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.130 650.00 0.920 4,600 032 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 1,000.0000 1,000.00 0.000 0 033 WATER QUALITY MONITORING REPORT EA 500.0000 500.00 0.000 0 034 WATER QUALITY ANNUAL REPORT EA 1,000.0000 1,000.00 0.000 0 035 TREATED WOOD WASTE LB 0.4000 3,724.00 0.000 0 036 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 28,000.0000 28,000.00 0.250 7,000.00 1.000 28,000 037 INVASIVE SPECIES CONTROL LS 2,000.0000 2,000.00 1.000 2,000 038 TEMPORARY HIGH-VISIBILITY FENCE LF 4.6000 14,720.00 3,216.000 14,793 039 CLEARING AND GRUBBING (LS) LS 100,000.0000 100,000.00 1.000 100,000 040 ROADWAY EXCAVATION CY 65.0000 404,950.00 7,590.000 493,350 041 SHOULDER BACKING TON 60.0000 187,800.00 3,191.100 191,466 042 DITCH EXCAVATION CY 130.0000 10,400.00 80.000 10,400 043 BONDED FIBER MATRIX (SQFT) SQFT 0.1600 18,560.00 505.000 80.80 115,695.000 18,511 044 FIBER REINFORCED MATRIX (SQFT) SQFT 0.2600 7,384.00 28,320.000 7,363 045 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.1500 41,630.00 36,180.000 41,607 046 COMPOST SOCK LF 19.0000 2,660.00 140.000 2,660.00 140.000 2,660 047 HYDROSEED (HBGM) SQFT 0.2900 8,236.00 28,320.000 8,212 048 COMPOST (CY) CY 103.7500 26,975.00 2.000 207.50 252.000 26,145 049 INCORPORATE MATERIALS SQFT 2.2300 4,504.60 2,020.000 4,504 PROGRAM CAS145 PAGE 3 DATE 10/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H03U4 TIME 09:08 AM ESTIMATE NO. 007 BID OPENING 11/19/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/25 R.E. NAME: FARLEY DAMION DATE OF THIS ESTIMATE 10/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CLASS 2 AGGREGATE BASE (CY) CY 145.0000 214,600.00 1,480.000 214,600 051 REPLACE ASPHALT CONCRETE SURFACING CY 485.0000 489,850.00 1,010.000 489,850 052 HOT MIX ASPHALT (TYPE A) TON 150.0000 3,315,000.00 22,414.320 3,362,148 053 MINOR HOT MIX ASPHALT TON 185.0000 11,470.00 44.800 8,288 054 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 9.7000 950.60 98.000 950.60 98.000 950 055 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 9.7000 2,134.00 118.000 1,144.60 118.000 1,144 056 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 9.7000 5,626.00 578.000 5,606.60 578.000 5,606 057 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 55.0000 7,150.00 130.000 7,150 AREA) 058 TACK COAT TON 3,100.0000 62,000.00 33.940 105,214 059 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 4,350.00 118.000 590.00 766.000 3,830 060 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0000 104,000.00 20,248.000 80,992 061 RAIL ELEMENT WALL SQFT 85.0000 25,500.00 375.000 31,875 062 STRUCTURAL CONCRETE, HEADWALL CY 2,000.0000 300,000.00 146.000 292,000 063 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,625.0000 68,875.00 18.900 68,512 064 MINOR CONCRETE (MINOR STRUCTURE) CY 540.0000 9,180.00 17.000 9,180 065 CONCRETE BACKFILL (PIPE TRENCH) CY 500.0000 4,500.00 13.000 6,500 066 24" REINFORCED CONCRETE PIPE LF 350.0000 27,650.00 79.000 27,650 067 12" CORRUGATED STEEL PIPE LF 500.0000 14,000.00 57.000 28,500 068 24" CORRUGATED STEEL PIPE (.109" THICK) LF 400.0000 120,000.00 316.000 126,400 069 24" CORRUGATED STEEL PIPE (.138" THICK) LF 300.0000 132,000.00 406.000 121,800 070 30" CORRUGATED STEEL PIPE (.109" THICK) LF 475.0000 20,900.00 44.000 20,900 071 30" CORRUGATED STEEL PIPE (.138" THICK) LF 400.0000 148,000.00 362.000 144,800 072 24" CORRUGATED STEEL PIPE (.168" THICK) LF 450.0000 108,000.00 234.000 105,300 073 35" X 24" CORRUGATED STEEL PIPE ARCH LF 450.0000 26,100.00 58.000 26,100 (.138" THICK) 074 49" X 33" CORRUGATED STEEL PIPE ARCH LF 400.0000 80,000.00 198.000 79,200 (.138" THICK) 075 13'-10" X 12'-3" STRUCTURAL STEEL PLATE LF 5,600.0000 616,000.00 110.000 616,000 VEHICULAR UNDERCROSSING 076 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 350.0000 25,900.00 74.000 25,900 (.109" THICK) PROGRAM CAS145 PAGE 4 DATE 10/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H03U4 TIME 09:08 AM ESTIMATE NO. 007 BID OPENING 11/19/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/25 R.E. NAME: FARLEY DAMION DATE OF THIS ESTIMATE 10/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 700.0000 14,000.00 20.000 14,000 (.168" THICK) 078 24" ANCHOR ASSEMBLY EA 700.0000 6,300.00 9.000 6,300 079 36" CORRUGATED STEEL PIPE INLET (.109" LF 1,100.0000 7,700.00 7.000 7,700 THICK) 080 24" CORRUGATED STEEL PIPE RISER (.109" LF 750.0000 2,250.00 9.000 6,750 THICK) 081 48" WELDED STEEL PIPE (.750" THICK) LF 1,150.0000 195,500.00 170.000 195,500 (TRENCHLESS) 082 12" STEEL FLARED END SECTION EA 190.0000 570.00 3.000 570 083 24" STEEL FLARED END SECTION EA 280.0000 3,080.00 11.000 3,080 084 30" STEEL FLARED END SECTION EA 600.0000 1,200.00 2.000 1,200 085 24" CONCRETE FLARED END SECTION EA 1,800.0000 7,200.00 4.000 7,200 086 36" PRECAST CONCRETE PIPE INLET LF 1,300.0000 28,600.00 22.000 28,600 087 ABANDON CULVERT (LF) LF 40.0000 28,800.00 718.000 28,720 088 REMOVE CULVERT (LF) LF 15.0000 15,600.00 1,040.000 15,600 089 REMOVE INLET EA 450.0000 3,150.00 7.000 3,150 090 REMOVE HEADWALL EA 400.0000 6,400.00 16.000 6,400 091 REMOVE FLARED END SECTION (EA) EA 250.0000 750.00 3.000 750 092 SAND BACKFILL CY 350.0000 18,200.00 33.080 11,578 093 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 750.0000 68,250.00 98.000 73,500 METHOD B) (CY) 094 CONCRETED-ROCK SLOPE PROTECTION (60 LB, CY 1,600.0000 8,000.00 5.000 8,000 CLASS II, METHOD A) (CY) 095 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.0000 900.00 293.000 879 096 MINOR CONCRETE (CURB AND GUTTER) CY 1,700.0000 15,300.00 9.000 15,300 097 MINOR CONCRETE (SIDEWALK) CY 1,600.0000 17,600.00 11.000 17,600 098 MISCELLANEOUS IRON AND STEEL LB 4.0000 15,832.00 3,958.000 15,832 (F) 099 METAL CATTLE GUARD EA 30,000.0000 120,000.00 4.000 120,000 100 RELOCATE WATER LINE (LS) LS 28,000.0000 28,000.00 1.000 28,000 101 DEER FENCE LF 86.0000 903,000.00 3,150.000 270,900.00 10,500.000 903,000 102 WILDLIFE CAMERA POLE EA 4,300.0000 25,800.00 6.000 25,800 103 MARKER (CULVERT) EA 70.0000 3,080.00 46.000 3,220 PROGRAM CAS145 PAGE 5 DATE 10/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H03U4 TIME 09:08 AM ESTIMATE NO. 007 BID OPENING 11/19/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/25 R.E. NAME: FARLEY DAMION DATE OF THIS ESTIMATE 10/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 TREATMENT BEST MANAGEMENT PRACTICE EA 80.0000 640.00 8.000 640.00 8.000 640 MARKER 105 OBJECT MARKER (TYPE P) EA 135.0000 135.00 1.000 135 106 REMOVE ROADSIDE SIGN EA 150.0000 5,850.00 16.000 2,400.00 47.000 7,050 107 RELOCATE ROADSIDE SIGN-ONE POST EA 250.0000 1,000.00 3.000 750 108 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.5000 4,875.00 173.120 2,164.00 462.440 5,780 (0.080"-UNFRAMED) 109 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 26.4000 1,003.20 21.000 554.40 37.250 983 (0.063"-FRAMED) 110 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 27.7500 5,550.00 97.750 2,712 (0.080"-FRAMED) 111 ROADSIDE SIGN - ONE POST EA 400.0000 19,600.00 12.000 4,800.00 44.000 17,600 112 ROADSIDE SIGN - TWO POST EA 500.0000 3,500.00 8.000 4,000.00 16.000 8,000 113 MIDWEST GUARDRAIL SYSTEM LF 34.0000 68,340.00 2,018.000 68,612 114 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 39.5000 99,540.00 220.000 8,690.00 2,537.000 100,211 115 VEGETATION CONTROL (MINOR CONCRETE) SQYD 56.0000 119,840.00 2,133.000 119,448.00 2,133.000 119,448 116 JUMPOUT EA 45,000.0000 180,000.00 4.000 180,000 117 TRANSITION RAILING (TYPE AGT) EA 4,700.0000 28,200.00 6.000 28,200 118 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,550.0000 9,300.00 6.000 9,300 119 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 3,875.0000 77,500.00 1.000 3,875.00 16.000 62,000 120 CONCRETE BARRIER TRANSITION LF 1,600.0000 144,000.00 90.000 144,000 (F) 121 REMOVE GUARDRAIL LF 3.0000 10,260.00 2,468.000 7,404 122 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 5.0000 9,900.00 215.000 1,075.00 1,976.000 9,880 WET NIGHT VISIBILITY) 123 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 6.0000 1,260.00 48.000 288.00 252.000 1,512 MARKING (ENHANCED WET NIGHT VISIBILITY) 124 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 2,900.00 0.000 0 125 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 8,350.00 1,017.000 5,085 126 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.5500 413,100.00 7,755.000 19,775.25 172,846.000 440,757 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 127 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.9000 4,930.00 147.000 426.30 1,870.000 5,423 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 128 TRAFFIC MONITORING STATION SYSTEM LS 47,200.0000 47,200.00 1.000 47,200 PROGRAM CAS145 PAGE 6 DATE 10/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H03U4 TIME 09:08 AM ESTIMATE NO. 007 BID OPENING 11/19/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/25 R.E. NAME: FARLEY DAMION DATE OF THIS ESTIMATE 10/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 749,629.19 11,881,475.05 ADJUSTMENT OF COMPENSATION 15,000.00 15,000.00 EXTRA WORK 111,258.90 677,737.43 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 875,888.09 12,574,212.48 129 MOBILIZATION LS 1,330,000.0000 1,330,000.00 1.000 1,330,000 ORIGINAL CONTRACT AMOUNT 13,389,389.00 TOTAL WORK COMPLETED 875,888.09 13,904,212.48 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 875,888.09 13,904,212.48 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 01/14/25 130 02/11/25 02/11/25 11/13/25 118 56 6 0 96% 87% PROGRESS IS SATISFACTORY FARLEY DAMION RESIDENT ENGINEER