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 06/20/25 EST. NO. 002 TIME 08:10 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 06/20/25 EST. NO. 002 TIME 08:10 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 06/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J75U4 TIME 08:10 AM ESTIMATE NO. 002 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 06/19/25 R.E. NAME: GIBBS DANIEL DATE OF THIS ESTIMATE 06/20/25 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 0.000 0 002 TIME-RELATED OVERHEAD (LS) LS 300,000.0000 300,000.00 0.000 0 003 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 0.000 0 006 CONSTRUCTION AREA SIGNS LS 4,500.0000 4,500.00 0.000 0 007 TRAFFIC CONTROL SYSTEM LS 1,255,919.1000 1,255,919.10 0.000 0 008 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 0.000 0 SYSTEMS (LS) 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 18,000.0000 18,000.00 0.000 0 011 AUTOMATED FLAGGER ASSISTANCE DEVICE LS 6,500.0000 6,500.00 0.000 0 012 JOB SITE MANAGEMENT LS 35,000.0000 35,000.00 0.000 0 013 STORMWATER POLLUTION PREVENTION PLAN LS 3,500.0000 3,500.00 0.000 0 014 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 06/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J75U4 TIME 08:10 AM ESTIMATE NO. 002 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 06/19/25 R.E. NAME: GIBBS DANIEL DATE OF THIS ESTIMATE 06/20/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 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 0.000 0 031 INVASIVE SPECIES CONTROL LS 2,000.0000 2,000.00 0.000 0 032 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 0.000 0 034 ROADWAY EXCAVATION CY 27.0000 1,053,000.00 0.000 0 035 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 06/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J75U4 TIME 08:10 AM ESTIMATE NO. 002 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 06/19/25 R.E. NAME: GIBBS DANIEL DATE OF THIS ESTIMATE 06/20/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 0.000 0 066 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 0.000 0 PROGRAM CAS145 PAGE 4 DATE 06/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J75U4 TIME 08:10 AM ESTIMATE NO. 002 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 06/19/25 R.E. NAME: GIBBS DANIEL DATE OF THIS ESTIMATE 06/20/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 078 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 06/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J75U4 TIME 08:10 AM ESTIMATE NO. 002 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 06/19/25 R.E. NAME: GIBBS DANIEL DATE OF THIS ESTIMATE 06/20/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 06/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J75U4 TIME 08:10 AM ESTIMATE NO. 002 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 06/19/25 R.E. NAME: GIBBS DANIEL DATE OF THIS ESTIMATE 06/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 0.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 0.00 104 MOBILIZATION LS 1,375,000.0000 1,375,000.00 0.000 0 ORIGINAL CONTRACT AMOUNT 13,839,809.00 TOTAL WORK COMPLETED 0.00 0.00 MATERIALS ON HAND ON SITE 145,098.39 253,387.14 DEDUCTIONS 0.00 0.00 TOTAL 145,098.39 253,387.14 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 0 29 0 0 0% 0% PROGRESS IS SATISFACTORY GIBBS DANIEL RESIDENT ENGINEER