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 08/25/25 EST. NO. 005 TIME 11:00 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 --------------------------------------------------------------------------- *** 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 08/25/25 EST. NO. 005 TIME 11:00 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 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 08/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H03U4 TIME 11:00 AM ESTIMATE NO. 005 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 08/20/25 R.E. NAME: FARLEY DAMION DATE OF THIS ESTIMATE 08/25/25 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 0.180 58,500.00 0.630 204,750 003 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 36,000.00 1.000 6,000 004 HOURLY OFF-SITE HR 200.0000 18,000.00 6.000 1,200 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 005 DEVELOP WATER SUPPLY LS 19,000.0000 19,000.00 0.180 3,420.00 0.630 11,970 006 CONSTRUCTION AREA SIGNS LS 9,900.0000 9,900.00 0.070 693.00 0.650 6,435 007 TRAFFIC CONTROL SYSTEM LS 1,744,462.6000 1,744,462.60 0.180 314,003.27 0.630 1,099,011 008 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 0.180 3,744.00 0.630 13,104 SYSTEMS (LS) 016 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 50,400.0000 50,400.00 0.180 9,072.00 0.630 31,752 017 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 0.180 1,872.00 0.630 6,552 020 JOB SITE MANAGEMENT LS 35,000.0000 35,000.00 0.180 6,300.00 0.630 22,050 021 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 08/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H03U4 TIME 11:00 AM ESTIMATE NO. 005 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 08/20/25 R.E. NAME: FARLEY DAMION DATE OF THIS ESTIMATE 08/25/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,000.00 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 1.000 435.00 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 0.180 6,300.00 0.630 22,050 031 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.180 900.00 0.630 3,150 032 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 0.750 21,000 037 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 404,950.00 179.000 11,635.00 6,230.000 404,950 041 SHOULDER BACKING TON 60.0000 187,800.00 2,975.110 178,506.60 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 75,865.000 12,138 044 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 12,765.000 14,679 046 COMPOST SOCK LF 19.0000 2,660.00 0.000 0 047 HYDROSEED (HBGM) SQFT 0.2900 8,236.00 28,320.000 8,212 048 COMPOST (CY) CY 103.7500 26,975.00 219.000 22,721 049 INCORPORATE MATERIALS SQFT 2.2300 4,504.60 2,020.000 4,504.60 2,020.000 4,504 PROGRAM CAS145 PAGE 3 DATE 08/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H03U4 TIME 11:00 AM ESTIMATE NO. 005 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 08/20/25 R.E. NAME: FARLEY DAMION DATE OF THIS ESTIMATE 08/25/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 214,600.00 117.000 16,965.00 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 18,262.140 2,739,321.00 22,414.320 3,362,148 053 MINOR HOT MIX ASPHALT TON 185.0000 11,470.00 39.100 7,233.50 44.800 8,288 054 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 9.7000 950.60 0.000 0 055 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 9.7000 2,134.00 0.000 0 056 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 9.7000 5,626.00 0.000 0 057 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 55.0000 7,150.00 113.000 6,215.00 130.000 7,150 AREA) 058 TACK COAT TON 3,100.0000 62,000.00 29.120 90,272.00 33.940 105,214 059 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 4,350.00 648.000 3,240 060 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0000 104,000.00 10,736.000 42,944.00 20,248.000 80,992 061 RAIL ELEMENT WALL SQFT 85.0000 25,500.00 0.000 0 062 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 6.200 22,475.00 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 4.000 2,000.00 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 08/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H03U4 TIME 11:00 AM ESTIMATE NO. 005 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 08/20/25 R.E. NAME: FARLEY DAMION DATE OF THIS ESTIMATE 08/25/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 5.000 3,500.00 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 5.000 3,750.00 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 1.000 280.00 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 2.000 3,600.00 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 4.000 1,400.00 33.080 11,578 093 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 750.0000 68,250.00 55.000 41,250.00 98.000 73,500 METHOD B) (CY) 094 CONCRETED-ROCK SLOPE PROTECTION (60 LB, CY 1,600.0000 8,000.00 5.000 8,000.00 5.000 8,000 CLASS II, METHOD A) (CY) 095 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.0000 900.00 155.000 465.00 293.000 879 096 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 15,832.00 951.000 3,804.00 3,958.000 15,832 (F) 099 METAL CATTLE GUARD EA 30,000.0000 120,000.00 4.000 120,000.00 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 2,625.000 225,750.00 4,200.000 361,200 102 WILDLIFE CAMERA POLE EA 4,300.0000 25,800.00 6.000 25,800.00 6.000 25,800 103 MARKER (CULVERT) EA 70.0000 3,080.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 08/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H03U4 TIME 11:00 AM ESTIMATE NO. 005 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 08/20/25 R.E. NAME: FARLEY DAMION DATE OF THIS ESTIMATE 08/25/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 MARKER 105 OBJECT MARKER (TYPE P) EA 135.0000 135.00 0.000 0 106 REMOVE ROADSIDE SIGN EA 150.0000 5,850.00 4.000 600 107 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 44.150 551 (0.080"-UNFRAMED) 109 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 26.4000 1,003.20 0.000 0 (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 2.000 800 112 ROADSIDE SIGN - TWO POST EA 500.0000 3,500.00 3.000 1,500 113 MIDWEST GUARDRAIL SYSTEM LF 34.0000 68,340.00 726.000 24,684.00 1,861.000 63,274 114 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 39.5000 99,540.00 430.000 16,985 115 VEGETATION CONTROL (MINOR CONCRETE) SQYD 56.0000 119,840.00 0.000 0 116 JUMPOUT EA 45,000.0000 180,000.00 3.000 135,000.00 3.000 135,000 117 TRANSITION RAILING (TYPE AGT) EA 4,700.0000 28,200.00 3.000 14,100.00 6.000 28,200 118 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,550.0000 9,300.00 5.000 7,750 119 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 3,875.0000 77,500.00 1.000 3,875.00 7.000 27,125 120 CONCRETE BARRIER TRANSITION LF 1,600.0000 144,000.00 90.000 144,000.00 90.000 144,000 (F) 121 REMOVE GUARDRAIL LF 3.0000 10,260.00 891.000 2,673.00 891.000 2,673 122 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 5.0000 9,900.00 0.000 0 WET NIGHT VISIBILITY) 123 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 6.0000 1,260.00 0.000 0 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 8,350.00 220.000 1,100 126 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.5500 413,100.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 127 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.9000 4,930.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 128 TRAFFIC MONITORING STATION SYSTEM LS 47,200.0000 47,200.00 1.000 47,200.00 1.000 47,200 PROGRAM CAS145 PAGE 6 DATE 08/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H03U4 TIME 11:00 AM ESTIMATE NO. 005 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 08/20/25 R.E. NAME: FARLEY DAMION DATE OF THIS ESTIMATE 08/25/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,338,441.97 9,710,284.48 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,338,441.97 9,710,284.48 129 MOBILIZATION LS 1,330,000.0000 1,330,000.00 0.050 66,500.00 1.000 1,330,000 ORIGINAL CONTRACT AMOUNT 13,389,389.00 TOTAL WORK COMPLETED 4,404,941.97 11,040,284.48 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 4,404,941.97 11,030,284.48 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 11/07/25 83 52 6 0 78% 61% PROGRESS IS SATISFACTORY FARLEY DAMION RESIDENT ENGINEER