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 10/20/25 EST. NO. 006 TIME 01:38 PM R.E. NAME: GIBBS DANIEL 02-1J75U4 --------------------------------------------------------------------------- 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 10/20/25 EST. NO. 006 TIME 01:38 PM R.E. NAME: GIBBS DANIEL 02-1J75U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING 2410 CUF DOC -391,777.28 004 RTN 2410 CUF DOC 391,777.28 006 391,777.28 0.00 LABOR COMPLIANCE VIOLATION DEDUCT LTTR 10/25 -1,000.00 006 -1,000.00 -1,000.00 TOTAL DEDUCTIONS 390,777.28 -1,000.00 PROGRAM CAS145 PAGE 1 DATE 10/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J75U4 TIME 01:38 PM ESTIMATE NO. 006 BID OPENING 12/04/24 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: GIBBS DANIEL DATE OF THIS ESTIMATE 10/20/25 LOCATION PROGRESS ESTIMATE 02-LAS-36-14.4/R16.8 ----------------- HAT CREEK CONSTRUCTION & LASSEN COUNTY ABOUT 9 MILES WEST OF MATERIALS, INC. SUSANVILLE FROM 1.3 MILES WEST TO 1.2 24339 STATE HWY 89 N. MILES EAST OF WILLARD CREEK ROAD BURNEY CA 96013 FED. AID NO. HSNH-S036(121)E PLACE HMA AND CLASS 2 AB, EXCAVATE ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 300,000.0000 300,000.00 0.450 135,000 003 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 24,000.00 1.000 6,000.00 1.000 6,000 004 HOURLY OFF-SITE HR 200.0000 8,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 005 DEVELOP WATER SUPPLY LS 60,000.0000 60,000.00 0.450 27,000 006 CONSTRUCTION AREA SIGNS LS 4,500.0000 4,500.00 0.600 2,700 007 TRAFFIC CONTROL SYSTEM LS 1,255,919.1000 1,255,919.10 0.450 565,163 008 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,000.0000 5,000.00 0.000 0 009 PORTABLE RADAR SPEED FEEDBACK SIGN LS 6,500.0000 6,500.00 0.450 2,925 SYSTEMS (LS) 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 18,000.0000 18,000.00 0.450 8,100 011 AUTOMATED FLAGGER ASSISTANCE DEVICE LS 6,500.0000 6,500.00 0.450 2,925 012 JOB SITE MANAGEMENT LS 35,000.0000 35,000.00 0.450 15,750 013 STORMWATER POLLUTION PREVENTION PLAN LS 3,500.0000 3,500.00 0.600 2,100 014 STORM WATER SAMPLING AND ANALYSIS DAY EA 1,400.0000 8,400.00 3.000 4,200.00 3.000 4,200 015 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000 016 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 1,200.0000 3,600.00 1.000 1,200.00 1.000 1,200 CONTROL) 017 TEMPORARY COVER SQYD 2.0000 15,940.00 5,977.500 11,955.00 5,977.500 11,955 018 TEMPORARY CHECK DAM LF 12.2100 1,221.00 84.000 1,025.64 84.000 1,025 019 TEMPORARY DRAINAGE INLET PROTECTION EA 151.8500 303.70 0.000 0 020 TEMPORARY FIBER ROLL LF 4.8800 4,880.00 318.000 1,551.84 318.000 1,551 021 TEMPORARY GRAVEL BAG BERM LF 13.4100 670.50 20.000 268.20 20.000 268 022 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 5,000.00 1.000 5,000.00 1.000 5,000 PROGRAM CAS145 PAGE 2 DATE 10/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J75U4 TIME 01:38 PM ESTIMATE NO. 006 BID OPENING 12/04/24 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: GIBBS DANIEL DATE OF THIS ESTIMATE 10/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 50,000.0000 50,000.00 0.250 12,500.00 0.450 22,500 024 TEMPORARY CONCRETE WASHOUT LS 6,000.0000 6,000.00 0.500 3,000.00 1.000 6,000 025 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 1,500.0000 15,000.00 0.000 0 026 WATER QUALITY MONITORING REPORT EA 350.0000 2,100.00 0.000 0 027 WATER QUALITY ANNUAL REPORT EA 750.0000 1,500.00 0.000 0 028 TEMPORARY CREEK DIVERSION SYSTEMS LS 20,000.0000 20,000.00 0.500 10,000.00 1.000 20,000 029 TREATED WOOD WASTE LB 0.7500 42.00 0.000 0 030 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 1,200.0000 7,200.00 4.000 4,800 031 INVASIVE SPECIES CONTROL LS 2,000.0000 2,000.00 1.000 2,000 032 REMOVE CONCRETE (CY) CY 1,000.0000 9,000.00 9.000 9,000.00 9.000 9,000 033 CLEARING AND GRUBBING (LS) LS 300,000.0000 300,000.00 0.850 255,000 034 ROADWAY EXCAVATION CY 27.0000 1,053,000.00 5,000.000 135,000 035 SHOULDER BACKING TON 54.0000 144,720.00 0.000 0 036 SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS SQYD 2.7500 162,250.00 0.000 0 A1 037 FIBER REINFORCED MATRIX (SQFT) SQFT 0.3200 200,000.00 77,340.000 24,748.80 77,340.000 24,748 038 ROLLED EROSION CONTROL PRODUCT(NETTING) SQFT 0.5600 231,280.00 0.000 0 (TYPE B) 039 FINISHING ROADWAY LS 50,000.0000 50,000.00 0.000 0 040 CLASS 2 AGGREGATE BASE (CY) CY 70.0000 1,953,000.00 0.000 0 041 HOT MIX ASPHALT (TYPE A) TON 106.0000 2,173,000.00 0.000 0 042 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 41.7500 9,602.50 0.000 0 043 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 60.0000 18,000.00 0.000 0 AREA) 044 TACK COAT TON 500.0000 13,000.00 0.000 0 045 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.5000 525.00 0.000 0 046 4' X 3' PRECAST REINFORCED CONCRETE BOX LF 1,400.0000 266,000.00 190.000 266,000 CULVERT 047 6' X 5'-8" PRECAST REINFORCED CONCRETE LF 3,900.0000 124,800.00 20.000 78,000.00 32.000 124,800 BOX CULVERT 048 STRUCTURAL CONCRETE, HEADWALL CY 3,500.0000 241,500.00 10.800 37,800.00 69.000 241,500 (F) 049 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,500.0000 203,000.00 57.300 200,550 (F) PROGRAM CAS145 PAGE 3 DATE 10/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J75U4 TIME 01:38 PM ESTIMATE NO. 006 BID OPENING 12/04/24 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: GIBBS DANIEL DATE OF THIS ESTIMATE 10/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURAL CONCRETE (WINGWALL) CY 2,200.0000 187,000.00 53.600 117,920.00 85.000 187,000 051 BAR REINFORCING STEEL LB 3.0000 114,567.00 15,695.400 47,086.20 38,189.000 114,567 (F) 052 FILTER FABRIC (CLASS D) SQYD 3.0000 237.00 0.000 0 053 24" CORRUGATED STEEL PIPE (.109" THICK) LF 280.0000 638,400.00 8.000 2,240.00 2,362.300 661,444 054 54" CORRUGATED STEEL PIPE (.138" THICK) LF 600.0000 49,800.00 83.000 49,800 055 57" X 38" CORRUGATED STEEL PIPE ARCH LF 550.0000 60,500.00 109.700 60,335 (.138" THICK) 056 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 59.0000 588,230.00 1,510.000 89,090.00 4,862.000 286,858 057 8" NON-PERFORATED PLASTIC PIPE LF 225.0000 137,250.00 68.000 15,300.00 200.000 45,000 UNDERDRAIN 058 CLASS 1 PERMEABLE MATERIAL (BLANKET) CY 240.0000 1,104.00 0.000 0 (F) 059 24" ANCHOR ASSEMBLY EA 65.0000 3,705.00 42.000 2,730.00 42.000 2,730 060 24" CORRUGATED STEEL PIPE TEE ENERGY EA 1,650.0000 31,350.00 1.000 1,650.00 20.000 33,000 DISSIPATOR (.138" THICK) 061 24" STEEL FLARED END SECTION EA 250.0000 2,250.00 3.000 750.00 12.000 3,000 062 ABANDON CULVERT (LF) LF 55.0000 6,050.00 55.000 3,025.00 55.000 3,025 063 REMOVE CULVERT (LF) LF 12.0000 3,240.00 119.300 1,431.60 270.000 3,240 064 REMOVE INLET EA 275.0000 550.00 2.000 550 065 REMOVE HEADWALL EA 210.0000 7,140.00 28.000 5,880 066 CLEANING, INSPECTING, AND PREPARING LF 100.0000 4,500.00 45.000 4,500.00 45.000 4,500 CULVERT (LF) 067 CONCRETE INVERT PAVING CY 2,750.0000 30,250.00 10.100 27,775.00 10.100 27,775 068 SAND BACKFILL CY 1,800.0000 18,000.00 0.000 0 069 ROCK SLOPE PROTECTION (150 LB, CLASS CY 165.0000 62,700.00 309.100 51,001.50 374.100 61,726 III, METHOD B) (CY) 070 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 520.0000 6,240.00 6.500 3,380.00 12.700 6,604 METHOD B) (CY) 071 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 450.0000 29,250.00 16.400 7,380.00 58.200 26,190 METHOD B) (CY) 072 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.0000 1,740.00 584.510 1,169.02 830.010 1,660 073 MINOR CONCRETE (MISCELLANEOUS CY 2,750.0000 33,000.00 0.000 0 CONSTRUCTION) 074 CAST IRON RING AND LID WITH GASKET EA 1,250.0000 57,500.00 0.000 0 075 MISCELLANEOUS IRON AND STEEL LB 3.5000 38,150.00 10,406.000 36,421 076 REMOVE FENCE LF 10.0000 1,700.00 168.600 1,686 PROGRAM CAS145 PAGE 4 DATE 10/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J75U4 TIME 01:38 PM ESTIMATE NO. 006 BID OPENING 12/04/24 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: GIBBS DANIEL DATE OF THIS ESTIMATE 10/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 RELOCATE FENCE LF 22.0000 57,420.00 2,605.000 57,310 078 DELINEATOR (CLASS 2) EA 75.0000 6,075.00 0.000 0 079 MILEPOST MARKER EA 80.0000 320.00 0.000 0 080 UNDERDRAIN MARKER EA 75.0000 3,375.00 0.000 0 081 MARKER (CULVERT) EA 75.0000 5,250.00 0.000 0 082 TREATMENT BEST MANAGEMENT PRACTICE EA 85.0000 680.00 0.000 0 MARKER 083 OBJECT MARKER (TYPE L-1) EA 80.0000 800.00 0.000 0 084 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 100.00 0.000 0 085 REMOVE ROADSIDE SIGN (STEEL POST) EA 150.0000 1,800.00 0.000 0 086 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.9000 2,366.00 0.000 0 (0.080"-UNFRAMED) 087 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 38.6500 309.20 0.000 0 (0.063"-FRAMED) 088 ROADSIDE SIGN - ONE POST EA 300.0000 4,800.00 0.000 0 089 ROADSIDE SIGN - TWO POST EA 500.0000 500.00 0.000 0 090 RECONSTRUCT TURNABLE ROADSIDE SIGN EA 3,250.0000 29,250.00 0.000 0 091 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 35.0000 113,750.00 0.000 0 092 VEGETATION CONTROL (MINOR CONCRETE) SQYD 46.0000 149,500.00 0.000 0 093 CABLE RAILING LF 65.0000 15,535.00 191.000 12,415.00 191.000 12,415 (F) 094 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,450.0000 4,350.00 0.000 0 095 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 3,875.0000 19,375.00 0.000 0 096 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 18.0000 792.00 0.000 0 WET NIGHT VISIBILITY) 097 12" RUMBLE STRIP (ASPHALT CONCRETE STA 21.6000 7,776.00 0.000 0 PAVEMENT) 098 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 126,300.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 099 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.6500 594.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED, BROKEN 12-3) 100 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.9000 6,555.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED, BROKEN 18-12) 101 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 18.0000 5,580.00 0.000 0 WET NIGHT VISIBILITY) (RECESSED) PROGRAM CAS145 PAGE 5 DATE 10/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J75U4 TIME 01:38 PM ESTIMATE NO. 006 BID OPENING 12/04/24 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: GIBBS DANIEL DATE OF THIS ESTIMATE 10/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 102 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 400.0000 400.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 103 LIGHTING SYSTEM LS 760,000.0000 760,000.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 10/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J75U4 TIME 01:38 PM ESTIMATE NO. 006 BID OPENING 12/04/24 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: GIBBS DANIEL DATE OF THIS ESTIMATE 10/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 597,092.80 3,800,879.60 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 597,092.80 3,800,879.60 104 MOBILIZATION LS 1,375,000.0000 1,375,000.00 0.950 1,306,250 ORIGINAL CONTRACT AMOUNT 13,839,809.00 TOTAL WORK COMPLETED 597,092.80 5,107,129.60 MATERIALS ON HAND ON SITE 216,966.14 DEDUCTIONS 390,777.28 -1,000.00 TOTAL 987,870.08 5,323,095.74 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 02/13/25 120 00/00/00 00/00/00 01/22/25 52 65 0 0 37% 43% PROGRESS IS SATISFACTORY *** SUSPENDED ON 09/22/25. GIBBS DANIEL RESIDENT ENGINEER