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 05/23/25 EST. NO. 002 TIME 08:22 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 05/23/25 EST. NO. 002 TIME 08:22 AM R.E. NAME: FARLEY DAMION 02-4H03U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H03U4 TIME 08:22 AM ESTIMATE NO. 002 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 05/20/25 R.E. NAME: FARLEY DAMION DATE OF THIS ESTIMATE 05/23/25 LOCATION RERUN 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 0.130 42,250 003 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 36,000.00 0.000 0 004 HOURLY OFF-SITE HR 200.0000 18,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 005 DEVELOP WATER SUPPLY LS 19,000.0000 19,000.00 0.130 2,470.00 0.130 2,470 006 CONSTRUCTION AREA SIGNS LS 9,900.0000 9,900.00 0.450 4,455.00 0.450 4,455 007 TRAFFIC CONTROL SYSTEM LS 1,744,462.6000 1,744,462.60 0.130 226,780.14 0.130 226,780 008 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 0.130 2,704 SYSTEMS (LS) 016 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 50,400.0000 50,400.00 0.130 6,552.00 0.130 6,552 017 TEMPORARY RAILING (TYPE K) LF 20.0000 22,800.00 0.000 0 018 TEMPORARY CRASH CUSHION TL-3 EA 535.0000 3,210.00 0.000 0 019 AUTOMATED FLAGGER ASSISTANCE DEVICE LS 10,400.0000 10,400.00 0.130 1,352.00 0.130 1,352 020 JOB SITE MANAGEMENT LS 35,000.0000 35,000.00 0.130 4,550.00 0.130 4,550 021 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 05/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H03U4 TIME 08:22 AM ESTIMATE NO. 002 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 05/20/25 R.E. NAME: FARLEY DAMION DATE OF THIS ESTIMATE 05/23/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 024 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 788.0000 1,576.00 1.000 788.00 1.000 788 CONTROL) 025 TEMPORARY DRAINAGE INLET PROTECTION EA 435.0000 3,480.00 0.000 0 026 TEMPORARY FIBER ROLL LF 7.7000 7,161.00 100.000 770.00 100.000 770 027 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 0.130 4,550 031 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.130 650.00 0.130 650 032 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 0.300 8,400.00 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 3,191.000 14,678.60 3,191.000 14,678 039 CLEARING AND GRUBBING (LS) LS 100,000.0000 100,000.00 0.550 55,000.00 1.000 100,000 040 ROADWAY EXCAVATION CY 65.0000 404,950.00 5,750.000 373,750.00 5,750.000 373,750 041 SHOULDER BACKING TON 60.0000 187,800.00 0.000 0 042 DITCH EXCAVATION CY 130.0000 10,400.00 60.000 7,800.00 60.000 7,800 043 BONDED FIBER MATRIX (SQFT) SQFT 0.1600 18,560.00 0.000 0 044 FIBER REINFORCED MATRIX (SQFT) SQFT 0.2600 7,384.00 0.000 0 045 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.1500 41,630.00 0.000 0 046 COMPOST SOCK LF 19.0000 2,660.00 0.000 0 047 HYDROSEED (HBGM) SQFT 0.2900 8,236.00 0.000 0 048 COMPOST (CY) CY 103.7500 26,975.00 0.000 0 049 INCORPORATE MATERIALS SQFT 2.2300 4,504.60 0.000 0 PROGRAM CAS145 PAGE 3 DATE 05/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H03U4 TIME 08:22 AM ESTIMATE NO. 002 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 05/20/25 R.E. NAME: FARLEY DAMION DATE OF THIS ESTIMATE 05/23/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,174.000 170,230.00 1,174.000 170,230 051 REPLACE ASPHALT CONCRETE SURFACING CY 485.0000 489,850.00 0.000 0 052 HOT MIX ASPHALT (TYPE A) TON 150.0000 3,315,000.00 2,280.360 342,054.00 2,280.360 342,054 053 MINOR HOT MIX ASPHALT TON 185.0000 11,470.00 0.000 0 054 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 0.000 0 AREA) 058 TACK COAT TON 3,100.0000 62,000.00 3.170 9,827.00 3.170 9,827 059 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 4,350.00 0.000 0 060 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0000 104,000.00 9,512.000 38,048.00 9,512.000 38,048 061 RAIL ELEMENT WALL SQFT 85.0000 25,500.00 0.000 0 062 STRUCTURAL CONCRETE, HEADWALL CY 2,000.0000 300,000.00 0.000 0 063 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,625.0000 68,875.00 0.000 0 064 MINOR CONCRETE (MINOR STRUCTURE) CY 540.0000 9,180.00 5.000 2,700.00 5.000 2,700 065 CONCRETE BACKFILL (PIPE TRENCH) CY 500.0000 4,500.00 7.000 3,500.00 7.000 3,500 066 24" REINFORCED CONCRETE PIPE LF 350.0000 27,650.00 0.000 0 067 12" CORRUGATED STEEL PIPE LF 500.0000 14,000.00 29.000 14,500.00 29.000 14,500 068 24" CORRUGATED STEEL PIPE (.109" THICK) LF 400.0000 120,000.00 60.000 24,000.00 60.000 24,000 069 24" CORRUGATED STEEL PIPE (.138" THICK) LF 300.0000 132,000.00 0.000 0 070 30" CORRUGATED STEEL PIPE (.109" THICK) LF 475.0000 20,900.00 44.000 20,900.00 44.000 20,900 071 30" CORRUGATED STEEL PIPE (.138" THICK) LF 400.0000 148,000.00 308.000 123,200.00 308.000 123,200 072 24" CORRUGATED STEEL PIPE (.168" THICK) LF 450.0000 108,000.00 0.000 0 073 35" X 24" CORRUGATED STEEL PIPE ARCH LF 450.0000 26,100.00 58.000 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 79,200.00 198.000 79,200 (.138" THICK) 075 13'-10" X 12'-3" STRUCTURAL STEEL PLATE LF 5,600.0000 616,000.00 0.000 0 VEHICULAR UNDERCROSSING 076 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 350.0000 25,900.00 0.000 0 (.109" THICK) PROGRAM CAS145 PAGE 4 DATE 05/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H03U4 TIME 08:22 AM ESTIMATE NO. 002 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 05/20/25 R.E. NAME: FARLEY DAMION DATE OF THIS ESTIMATE 05/23/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (.168" THICK) 078 24" ANCHOR ASSEMBLY EA 700.0000 6,300.00 0.000 0 079 36" CORRUGATED STEEL PIPE INLET (.109" LF 1,100.0000 7,700.00 0.000 0 THICK) 080 24" CORRUGATED STEEL PIPE RISER (.109" LF 750.0000 2,250.00 0.000 0 THICK) 081 48" WELDED STEEL PIPE (.750" THICK) LF 1,150.0000 195,500.00 0.000 0 (TRENCHLESS) 082 12" STEEL FLARED END SECTION EA 190.0000 570.00 2.000 380.00 2.000 380 083 24" STEEL FLARED END SECTION EA 280.0000 3,080.00 1.000 280.00 1.000 280 084 30" STEEL FLARED END SECTION EA 600.0000 1,200.00 1.000 600.00 1.000 600 085 24" CONCRETE FLARED END SECTION EA 1,800.0000 7,200.00 0.000 0 086 36" PRECAST CONCRETE PIPE INLET LF 1,300.0000 28,600.00 5.000 6,500.00 5.000 6,500 087 ABANDON CULVERT (LF) LF 40.0000 28,800.00 0.000 0 088 REMOVE CULVERT (LF) LF 15.0000 15,600.00 318.000 4,770.00 318.000 4,770 089 REMOVE INLET EA 450.0000 3,150.00 1.000 450.00 1.000 450 090 REMOVE HEADWALL EA 400.0000 6,400.00 8.000 3,200.00 8.000 3,200 091 REMOVE FLARED END SECTION (EA) EA 250.0000 750.00 0.000 0 092 SAND BACKFILL CY 350.0000 18,200.00 0.000 0 093 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 750.0000 68,250.00 0.000 0 METHOD B) (CY) 094 CONCRETED-ROCK SLOPE PROTECTION (60 LB, CY 1,600.0000 8,000.00 0.000 0 CLASS II, METHOD A) (CY) 095 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.0000 900.00 0.000 0 096 MINOR CONCRETE (CURB AND GUTTER) CY 1,700.0000 15,300.00 9.000 15,300.00 9.000 15,300 097 MINOR CONCRETE (SIDEWALK) CY 1,600.0000 17,600.00 11.000 17,600.00 11.000 17,600 098 MISCELLANEOUS IRON AND STEEL LB 4.0000 15,832.00 236.000 944.00 236.000 944 (F) 099 METAL CATTLE GUARD EA 30,000.0000 120,000.00 0.000 0 100 RELOCATE WATER LINE (LS) LS 28,000.0000 28,000.00 0.000 0 101 DEER FENCE LF 86.0000 903,000.00 0.000 0 102 WILDLIFE CAMERA POLE EA 4,300.0000 25,800.00 0.000 0 103 MARKER (CULVERT) EA 70.0000 3,080.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 05/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H03U4 TIME 08:22 AM ESTIMATE NO. 002 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 05/20/25 R.E. NAME: FARLEY DAMION DATE OF THIS ESTIMATE 05/23/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 0.000 0 107 RELOCATE ROADSIDE SIGN-ONE POST EA 250.0000 1,000.00 0.000 0 108 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.5000 4,875.00 0.000 0 (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 0.000 0 (0.080"-FRAMED) 111 ROADSIDE SIGN - ONE POST EA 400.0000 19,600.00 0.000 0 112 ROADSIDE SIGN - TWO POST EA 500.0000 3,500.00 0.000 0 113 MIDWEST GUARDRAIL SYSTEM LF 34.0000 68,340.00 0.000 0 114 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 39.5000 99,540.00 0.000 0 115 VEGETATION CONTROL (MINOR CONCRETE) SQYD 56.0000 119,840.00 0.000 0 116 JUMPOUT EA 45,000.0000 180,000.00 0.000 0 117 TRANSITION RAILING (TYPE AGT) EA 4,700.0000 28,200.00 0.000 0 118 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,550.0000 9,300.00 0.000 0 119 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 3,875.0000 77,500.00 0.000 0 120 CONCRETE BARRIER TRANSITION LF 1,600.0000 144,000.00 0.000 0 (F) 121 REMOVE GUARDRAIL LF 3.0000 10,260.00 0.000 0 122 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 1,100.00 220.000 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 0.000 0 PROGRAM CAS145 PAGE 6 DATE 05/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H03U4 TIME 08:22 AM ESTIMATE NO. 002 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 05/20/25 R.E. NAME: FARLEY DAMION DATE OF THIS ESTIMATE 05/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,662,882.74 1,725,882.74 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,662,882.74 1,725,882.74 129 MOBILIZATION LS 1,330,000.0000 1,330,000.00 0.750 997,500.00 0.750 997,500 ORIGINAL CONTRACT AMOUNT 13,389,389.00 TOTAL WORK COMPLETED 2,660,382.74 2,723,382.74 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 2,660,382.74 2,723,382.74 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 10/30/25 130 52 0 0 20% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PER RE REQUEST FARLEY DAMION RESIDENT ENGINEER