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 07/18/25 EST. NO. 003 TIME 08:18 AM 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 07/18/25 EST. NO. 003 TIME 08:18 AM R.E. NAME: GIBBS DANIEL 02-1J75U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J75U4 TIME 08:18 AM ESTIMATE NO. 003 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 07/20/25 R.E. NAME: GIBBS DANIEL DATE OF THIS ESTIMATE 07/18/25 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 1,400.00 1.000 1,400 002 TIME-RELATED OVERHEAD (LS) LS 300,000.0000 300,000.00 0.100 30,000.00 0.100 30,000 003 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 24,000.00 0.000 0 004 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 0.100 6,000.00 0.100 6,000 006 CONSTRUCTION AREA SIGNS LS 4,500.0000 4,500.00 0.500 2,250.00 0.500 2,250 007 TRAFFIC CONTROL SYSTEM LS 1,255,919.1000 1,255,919.10 0.100 125,591.91 0.100 125,591 008 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 0.100 650.00 0.100 650 SYSTEMS (LS) 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 18,000.0000 18,000.00 0.100 1,800.00 0.100 1,800 011 AUTOMATED FLAGGER ASSISTANCE DEVICE LS 6,500.0000 6,500.00 0.100 650.00 0.100 650 012 JOB SITE MANAGEMENT LS 35,000.0000 35,000.00 0.100 3,500.00 0.100 3,500 013 STORMWATER POLLUTION PREVENTION PLAN LS 3,500.0000 3,500.00 0.500 1,750.00 0.500 1,750 014 STORM WATER SAMPLING AND ANALYSIS DAY EA 1,400.0000 8,400.00 0.000 0 015 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 016 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 1,200.0000 3,600.00 0.000 0 CONTROL) 017 TEMPORARY COVER SQYD 2.0000 15,940.00 0.000 0 018 TEMPORARY CHECK DAM LF 12.2100 1,221.00 0.000 0 019 TEMPORARY DRAINAGE INLET PROTECTION EA 151.8500 303.70 0.000 0 020 TEMPORARY FIBER ROLL LF 4.8800 4,880.00 0.000 0 021 TEMPORARY GRAVEL BAG BERM LF 13.4100 670.50 0.000 0 022 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 5,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 07/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J75U4 TIME 08:18 AM ESTIMATE NO. 003 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 07/20/25 R.E. NAME: GIBBS DANIEL DATE OF THIS ESTIMATE 07/18/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 024 TEMPORARY CONCRETE WASHOUT LS 6,000.0000 6,000.00 0.000 0 025 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 0.000 0 029 TREATED WOOD WASTE LB 0.7500 42.00 0.000 0 030 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 1,200.0000 7,200.00 2.000 2,400.00 2.000 2,400 031 INVASIVE SPECIES CONTROL LS 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000 032 REMOVE CONCRETE (CY) CY 1,000.0000 9,000.00 0.000 0 033 CLEARING AND GRUBBING (LS) LS 300,000.0000 300,000.00 0.750 225,000.00 0.750 225,000 034 ROADWAY EXCAVATION CY 27.0000 1,053,000.00 5,000.000 135,000.00 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 0.000 0 038 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 0.000 0 CULVERT 047 6' X 5'-8" PRECAST REINFORCED CONCRETE LF 3,900.0000 124,800.00 0.000 0 BOX CULVERT 048 STRUCTURAL CONCRETE, HEADWALL CY 3,500.0000 241,500.00 0.000 0 (F) 049 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,500.0000 203,000.00 0.000 0 (F) PROGRAM CAS145 PAGE 3 DATE 07/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J75U4 TIME 08:18 AM ESTIMATE NO. 003 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 07/20/25 R.E. NAME: GIBBS DANIEL DATE OF THIS ESTIMATE 07/18/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 051 BAR REINFORCING STEEL LB 3.0000 114,567.00 0.000 0 (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 0.000 0 054 54" CORRUGATED STEEL PIPE (.138" THICK) LF 600.0000 49,800.00 0.000 0 055 57" X 38" CORRUGATED STEEL PIPE ARCH LF 550.0000 60,500.00 0.000 0 (.138" THICK) 056 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 59.0000 588,230.00 0.000 0 057 8" NON-PERFORATED PLASTIC PIPE LF 225.0000 137,250.00 0.000 0 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 0.000 0 060 24" CORRUGATED STEEL PIPE TEE ENERGY EA 1,650.0000 31,350.00 0.000 0 DISSIPATOR (.138" THICK) 061 24" STEEL FLARED END SECTION EA 250.0000 2,250.00 0.000 0 062 ABANDON CULVERT (LF) LF 55.0000 6,050.00 0.000 0 063 REMOVE CULVERT (LF) LF 12.0000 3,240.00 0.000 0 064 REMOVE INLET EA 275.0000 550.00 0.000 0 065 REMOVE HEADWALL EA 210.0000 7,140.00 10.000 2,100.00 10.000 2,100 066 CLEANING, INSPECTING, AND PREPARING LF 100.0000 4,500.00 0.000 0 CULVERT (LF) 067 CONCRETE INVERT PAVING CY 2,750.0000 30,250.00 0.000 0 068 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 0.000 0 III, METHOD B) (CY) 070 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 520.0000 6,240.00 0.000 0 METHOD B) (CY) 071 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 450.0000 29,250.00 0.000 0 METHOD B) (CY) 072 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.0000 1,740.00 0.000 0 073 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 0.000 0 076 REMOVE FENCE LF 10.0000 1,700.00 168.600 1,686.00 168.600 1,686 PROGRAM CAS145 PAGE 4 DATE 07/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J75U4 TIME 08:18 AM ESTIMATE NO. 003 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 07/20/25 R.E. NAME: GIBBS DANIEL DATE OF THIS ESTIMATE 07/18/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 57,310.00 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 0.000 0 (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 07/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J75U4 TIME 08:18 AM ESTIMATE NO. 003 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 07/20/25 R.E. NAME: GIBBS DANIEL DATE OF THIS ESTIMATE 07/18/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 07/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J75U4 TIME 08:18 AM ESTIMATE NO. 003 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 07/20/25 R.E. NAME: GIBBS DANIEL DATE OF THIS ESTIMATE 07/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 599,087.91 599,087.91 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 599,087.91 599,087.91 104 MOBILIZATION LS 1,375,000.0000 1,375,000.00 0.500 687,500.00 0.500 687,500 ORIGINAL CONTRACT AMOUNT 13,839,809.00 TOTAL WORK COMPLETED 1,286,587.91 1,286,587.91 MATERIALS ON HAND ON SITE 253,387.14 DEDUCTIONS 0.00 0.00 TOTAL 1,286,587.91 1,539,975.05 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 12/12/25 10 43 0 0 9% 8% PROGRESS IS SATISFACTORY GIBBS DANIEL RESIDENT ENGINEER