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 06/17/25 EST. NO. 005 TIME 03:34 PM R.E. NAME: GIBBS DANIEL 02-4H0604 --------------------------------------------------------------------------- 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 06/17/25 EST. NO. 005 TIME 03:34 PM R.E. NAME: GIBBS DANIEL 02-4H0604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEDUCT LTTR 5/25 -4,000.00 004 RTN DEDUCT LTTR 5/25 4,000.00 005 4,000.00 0.00 TOTAL DEDUCTIONS 4,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 06/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H0604 TIME 03:34 PM ESTIMATE NO. 005 BID OPENING 10/10/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: GIBBS DANIEL DATE OF THIS ESTIMATE 06/17/25 LOCATION PROGRESS ESTIMATE 02-LAS-36-0.0/6.1 ----------------- 02-PLU-36-9.2/18.4 HAT CREEK CONSTRUCTION & LASSEN AND PLUMAS COUNTIES FROM MELISSA MATERIALS, INC. AVENUE TO 0.6 MILE EAST OF RED RIVER CANAL 24339 STATE HWY 89 N. BURNEY CA 96013 FED. AID NO. ACNH-S036(120)E ROADWAY EXC. CLASS 2 AGGREGATE BASE, HMA, ------------------------------------------------------------------------------------------------------------------------------------ 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 425,000.0000 425,000.00 0.300 127,500 003 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 30,000.00 1.000 6,000 004 HOURLY OFF-SITE HR 200.0000 8,000.00 6.000 1,200 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 005 DEVELOP WATER SUPPLY LS 50,000.0000 50,000.00 0.200 10,000 006 CONSTRUCTION AREA SIGNS LS 37,950.0000 37,950.00 0.900 34,155 007 TRAFFIC CONTROL SYSTEM LS 3,176,659.0000 3,176,659.00 0.300 952,997 008 STATIONARY IMPACT ATTENUATOR VEHICLE LS 32,000.0000 32,000.00 0.000 0 (LS) 009 TYPE III BARRICADE EA 100.0000 1,800.00 0.000 0 010 PORTABLE RADAR SPEED FEEDBACK SIGN LS 20,800.0000 20,800.00 0.300 6,240 SYSTEMS (LS) 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 50,400.0000 50,400.00 0.300 15,120 012 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 46.7000 11,208.00 48.000 2,241 013 JOB SITE MANAGEMENT LS 70,000.0000 70,000.00 0.300 21,000 014 STORMWATER POLLUTION PREVENTION PLAN LS 2,000.0000 2,000.00 0.900 1,800 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 29,000.00 2.000 1,000.00 2.000 1,000 016 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 017 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 3,000.0000 18,000.00 4.000 12,000 CONTROL) 018 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 1.0900 59,950.00 53,186.000 57,972 MATRIX) 019 TEMPORARY COVER SQYD 1.5000 62,100.00 0.000 0 020 TEMPORARY CHECK DAM LF 60.0000 6,000.00 0.000 0 021 TEMPORARY DRAINAGE INLET PROTECTION EA 350.0000 700.00 0.000 0 022 TEMPORARY FIBER ROLL LF 4.6100 16,411.60 1,336.000 6,158 PROGRAM CAS145 PAGE 2 DATE 06/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H0604 TIME 03:34 PM ESTIMATE NO. 005 BID OPENING 10/10/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: GIBBS DANIEL DATE OF THIS ESTIMATE 06/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY SILT FENCE LF 3.9500 7,031.00 0.000 0 024 STREET SWEEPING LS 135,000.0000 135,000.00 0.300 40,500 025 TEMPORARY CONCRETE WASHOUT LS 3,500.0000 3,500.00 0.000 0 026 TREATED WOOD WASTE LB 0.2500 40,000.00 70,900.000 17,725 027 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 7,035.0000 7,035.00 0.900 6,331 028 TEMPORARY HIGH-VISIBILITY FENCE LF 8.7200 5,842.40 657.000 5,729 029 CLEARING AND GRUBBING (LS) LS 1,350,000.0000 1,350,000.00 0.850 1,147,500 030 REMOVE TREES LS 404,156.0000 404,156.00 0.100 40,415.60 1.000 404,156 031 DUST PALLIATIVE LS 75,000.0000 75,000.00 0.200 15,000.00 0.200 15,000 032 ROADWAY EXCAVATION CY 27.1500 3,393,750.00 131,246.000 3,563,328 033 ROCK EXCAVATION CY 65.0000 1,020,500.00 14,130.000 918,450 034 SHOULDER BACKING TON 40.0000 596,000.00 0.000 0 035 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 3,500.0000 14,000.00 1.000 3,500 036 DRY SEED (SQFT) SQFT 0.8800 1,478.40 0.000 0 037 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.3000 81,000.00 0.000 0 038 BONDED FIBER MATRIX (SQFT) SQFT 0.2700 359,100.00 0.000 0 039 FIBER REINFORCED MATRIX (SQFT) SQFT 0.4000 262,800.00 0.000 0 040 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 6.7200 11,289.60 0.000 0 041 FINISHING ROADWAY LS 150,000.0000 150,000.00 0.000 0 042 CLASS 2 AGGREGATE BASE (CY) CY 60.0000 2,760,000.00 18,132.290 1,087,937.40 23,811.400 1,428,684 043 ASPHALT-RUBBER BINDER TON 585.0000 128,700.00 0.000 0 044 PRECOATED AGGREGATE (SEAL COAT) TON 46.0000 73,140.00 0.000 0 045 REPLACE ASPHALT CONCRETE SURFACING CY 510.0000 326,400.00 0.000 0 046 HOT MIX ASPHALT (TYPE A) TON 131.0000 13,755,000.00 8,931.570 1,170,035.67 8,931.570 1,170,035 047 DATA CORE LS 9,660.0000 9,660.00 0.000 0 048 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 4.5000 171.00 0.000 0 049 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 4.5000 306.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 06/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H0604 TIME 03:34 PM ESTIMATE NO. 005 BID OPENING 10/10/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: GIBBS DANIEL DATE OF THIS ESTIMATE 06/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.5000 5,850.00 0.000 0 051 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.5000 16,020.00 0.000 0 052 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 80.0000 10,400.00 0.000 0 AREA) 053 TACK COAT TON 2,750.0000 134,750.00 0.000 0 054 REMOVE ASPHALT CONCRETE DIKE LF 6.5000 21,775.00 0.000 0 055 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.6500 387,345.00 755.000 3,510.75 755.000 3,510 056 RAIL ELEMENT WALL SQFT 25.0000 128,500.00 2,097.000 52,425 057 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,000.0000 10,800.00 0.000 0 (F) 058 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 1,500.00 0.900 1,350 (F) 059 CONCRETE BACKFILL (PIPE TRENCH) CY 300.0000 2,700.00 5.000 1,500.00 5.000 1,500 (F) 060 24" CORRUGATED STEEL PIPE (.138" THICK) LF 300.0000 108,000.00 78.500 23,550.00 336.700 101,010 061 30" CORRUGATED STEEL PIPE (.138" THICK) LF 350.0000 16,100.00 47.100 16,485 062 36" CORRUGATED STEEL PIPE (.138" THICK) LF 350.0000 49,000.00 68.500 23,975 063 48" CORRUGATED STEEL PIPE (.138" THICK) LF 500.0000 25,000.00 30.000 15,000 064 18" CORRUGATED STEEL PIPE (.138" THICK) LF 350.0000 5,950.00 16.500 5,775 065 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 55.0000 660,000.00 2,990.000 164,450.00 11,351.000 624,305 066 8" PLASTIC PIPE (UNDERDRAIN OUTLET) LF 36.0000 9,360.00 20.000 720.00 290.000 10,440 067 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 180.0000 21,600.00 13.000 2,340 (.079" THICK) 068 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 400.0000 8,400.00 21.000 8,400 (.138" THICK) 069 12" ENTRANCE TAPER EA 2,700.0000 16,200.00 4.000 10,800 070 12" DOWNDRAIN SLIP JOINT EA 450.0000 2,700.00 3.000 1,350 071 12" ANCHOR ASSEMBLY EA 715.0000 12,870.00 6.000 4,290 072 24" ANCHOR ASSEMBLY EA 750.0000 2,250.00 3.000 2,250 073 DRAINAGE INLET MARKER EA 40.0000 2,800.00 0.000 0 074 36" CORRUGATED STEEL PIPE INLET (.138" LF 1,400.0000 19,600.00 13.500 18,900 THICK) 075 24" STEEL FLARED END SECTION EA 375.0000 3,750.00 2.000 750.00 10.000 3,750 076 30" STEEL FLARED END SECTION EA 450.0000 1,350.00 3.000 1,350 PROGRAM CAS145 PAGE 4 DATE 06/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H0604 TIME 03:34 PM ESTIMATE NO. 005 BID OPENING 10/10/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: GIBBS DANIEL DATE OF THIS ESTIMATE 06/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 36" STEEL FLARED END SECTION EA 605.0000 3,025.00 6.000 3,630 078 48" STEEL FLARED END SECTION EA 600.0000 2,400.00 4.000 2,400 079 ABANDON CULVERT (LF) LF 15.0000 915.00 60.600 909 080 REMOVE OVERSIDE DRAIN EA 65.0000 195.00 0.000 0 081 REMOVE CULVERT (LF) LF 2.5000 750.00 79.300 198.25 187.900 469 082 REMOVE DOWNDRAIN (EA) EA 60.0000 180.00 0.000 0 083 REMOVE INLET EA 175.0000 175.00 1.000 175 084 REMOVE HEADWALL EA 175.0000 525.00 0.000 0 085 REMOVE FLARED END SECTION (EA) EA 90.0000 1,440.00 2.000 180.00 15.000 1,350 086 MODIFY INLET EA 1,900.0000 1,900.00 0.000 0 087 CLEANING, INSPECTING, AND PREPARING LF 63.5000 8,890.00 0.000 0 CULVERT (LF) 088 SAND BACKFILL CY 300.0000 2,400.00 7.100 2,130 089 48" CURED-IN-PLACE PIPELINER LF 738.5000 103,390.00 0.000 0 090 ELEVATED CABLE NET DRAPERY SQFT 16.2500 573,625.00 32,505.000 528,206 091 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 250.0000 5,000.00 9.700 2,425.00 19.700 4,925 METHOD B) (CY) 092 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 250.0000 7,000.00 27.100 6,775 METHOD B) (CY) 093 CABLE NET DRAPERY SQFT 12.5000 631,250.00 57,270.000 715,875 094 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 12.0000 708.00 14.700 176.40 58.500 702 095 MISCELLANEOUS IRON AND STEEL LB 4.0000 5,116.00 645.000 2,580 (F) 096 ADJUST MANHOLE FRAME AND COVER (UTILITY) EA 3,500.0000 3,500.00 0.000 0 097 DELINEATOR (CLASS 2) EA 75.0000 42,000.00 0.000 0 098 MILEPOST MARKER EA 75.0000 2,250.00 0.000 0 099 UNDERDRAIN MARKER EA 75.0000 4,500.00 0.000 0 100 TREATMENT BEST MANAGEMENT PRACTICE EA 75.0000 2,250.00 0.000 0 MARKER 101 OBJECT MARKER (TYPE L-1) EA 75.0000 2,100.00 0.000 0 102 REMOVE MARKER EA 50.0000 3,500.00 0.000 0 103 REMOVE ROADSIDE SIGN (WOOD POST) EA 200.0000 5,600.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 06/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H0604 TIME 03:34 PM ESTIMATE NO. 005 BID OPENING 10/10/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: GIBBS DANIEL DATE OF THIS ESTIMATE 06/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 REMOVE ROADSIDE SIGN (STEEL POST) EA 200.0000 19,000.00 0.000 0 105 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 23,750.00 0.000 0 (0.080"-UNFRAMED) 106 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 40.0000 8,000.00 0.000 0 (0.063"-FRAMED) 107 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 37.0000 19,610.00 0.000 0 (0.080"-FRAMED) 108 ROADSIDE SIGN - ONE POST EA 500.0000 55,000.00 0.000 0 109 ROADSIDE SIGN - TWO POST EA 1,100.0000 27,500.00 0.000 0 110 RECONSTRUCT TURNABLE ROADSIDE SIGN EA 2,400.0000 12,000.00 0.000 0 111 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 32.5000 360,750.00 5,262.500 171,031.25 5,262.500 171,031 112 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 34.0000 6,460.00 0.000 0 113 VEGETATION CONTROL (MINOR CONCRETE) SQYD 43.0000 224,890.00 0.000 0 114 TRANSITION RAILING (TYPE AGT) EA 4,700.0000 32,900.00 0.000 0 115 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,350.0000 6,750.00 0.000 0 116 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 3,710.0000 59,360.00 1.000 3,710.00 1.000 3,710 117 BURIED POST END ANCHOR (TYPE B-S) EA 2,200.0000 2,200.00 1.000 2,200.00 1.000 2,200 118 ALTERNATIVE CRASH CUSHION TL-3 EA 32,000.0000 64,000.00 0.000 0 119 CONCRETE BARRIER TRANSITION LF 1,500.0000 180,000.00 0.000 0 (F) 120 REMOVE GUARDRAIL LF 3.0000 16,560.00 100.000 300 121 SALVAGE GUARDRAIL LF 3.5000 19,565.00 5,480.000 19,180 122 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 12.0000 14,520.00 0.000 0 WET NIGHT VISIBILITY) 123 6" RUMBLE STRIP (ASPHALT CONCRETE STA 35.0000 18,900.00 0.000 0 PAVEMENT) 124 12" RUMBLE STRIP (ASPHALT CONCRETE STA 35.0000 35,000.00 0.000 0 PAVEMENT) 125 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 771,000.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 126 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 4,775.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED, BROKEN 12-3) 127 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 48,250.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED, BROKEN 36-12) 128 8" THERMOPLASTIC TRAFFIC STRIPE LF 6.0000 13,260.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) PROGRAM CAS145 PAGE 6 DATE 06/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H0604 TIME 03:34 PM ESTIMATE NO. 005 BID OPENING 10/10/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: GIBBS DANIEL DATE OF THIS ESTIMATE 06/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 32.0000 29,440.00 0.000 0 MARKING (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 130 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,122.0000 3,122.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 131 MODIFYING LIGHTING SYSTEMS LS 86,813.0000 86,813.00 0.100 8,681 132 MODIFYING TRAFFIC MONITORING STATIONS LS 27,515.0000 27,515.00 0.000 0 133 MODIFYING FLASHING BEACON SYSTEMS LS 70,972.0000 70,972.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 06/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H0604 TIME 03:34 PM ESTIMATE NO. 005 BID OPENING 10/10/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: GIBBS DANIEL DATE OF THIS ESTIMATE 06/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,688,790.32 12,362,161.41 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,688,790.32 12,362,161.41 134 MOBILIZATION LS 3,800,000.0000 3,800,000.00 0.950 3,610,000 ORIGINAL CONTRACT AMOUNT 38,245,254.00 TOTAL WORK COMPLETED 2,688,790.32 15,972,161.41 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 4,000.00 0.00 TOTAL 2,692,790.32 15,972,161.41 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 12/03/24 170 01/15/25 01/15/25 01/03/26 34 74 0 0 41% 20% PROGRESS IS SATISFACTORY GIBBS DANIEL RESIDENT ENGINEER