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 05/22/26 EST. NO. 001 TIME 11:04 AM R.E. NAME: PRICE, LUCAS 03-0J5204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0001 1,650.00 A.C. @ L.S.(+) 041526 N 0001 1,650.00 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 1,650.00 TOTAL TO DATE 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 05/22/26 EST. NO. 001 TIME 11:04 AM R.E. NAME: PRICE, LUCAS 03-0J5204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0J5204 TIME 11:04 AM ESTIMATE NO. 001 BID OPENING 09/09/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/26 R.E. NAME: PRICE, LUCAS DATE OF THIS ESTIMATE 05/22/26 LOCATION PROGRESS ESTIMATE 03-VAR ----------------- BALDWIN CONTRACTING COMPANY, NEVADA AND PLACER COUNTIES AT VARIOUS INC. DBA KNIFE RIVER LOCATIONS FROM 0.1 MILE EAST OF DOW ROAD CONSTRUCTION TO 0.5 MILE EAST OF YUBA PASS SEPARATION 1764 SKYWAY AND OVERHEAD CHICO CA 95928 FED. AID NO. ACNH-P020(204)E COLD PLANE AC PVMT, HMA (TYPE A), & DRAINA ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500.00 1.000 1,500 002 TIME-RELATED OVERHEAD (LS) LS 320,000.0000 320,000.00 0.110 35,200.00 0.110 35,200 003 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 36,000.00 1.000 6,000.00 1.000 6,000 004 HOURLY OFF-SITE HR 200.0000 4,000.00 5.000 1,000.00 5.000 1,000 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 005 DEVELOP WATER SUPPLY LS 30,000.0000 30,000.00 0.110 3,300.00 0.110 3,300 006 CONSTRUCTION AREA SIGNS LS 13,800.0000 13,800.00 0.600 8,280.00 0.600 8,280 007 TRAFFIC CONTROL SYSTEM LS 1,575,000.0000 1,575,000.00 0.110 173,250.00 0.110 173,250 008 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 50.0000 24,000.00 0.000 0 SYSTEM 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 40,000.0000 40,000.00 0.110 4,400.00 0.110 4,400 010 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 65.0000 31,200.00 54.000 3,510.00 54.000 3,510 011 JOB SITE MANAGEMENT LS 40,000.0000 40,000.00 0.110 4,400.00 0.110 4,400 012 WATER POLLUTION CONTROL PROGRAM LS 1,200.0000 1,200.00 1.000 1,200.00 1.000 1,200 013 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 450.0000 5,400.00 1.000 450.00 1.000 450 CONTROL) 014 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 2.0000 1,840.00 0.000 0 MATRIX) 015 TEMPORARY COVER SQYD 6.3300 5,823.60 0.000 0 016 TEMPORARY CHECK DAM LF 6.6100 6,015.10 0.000 0 017 TEMPORARY DRAINAGE INLET PROTECTION EA 136.1000 6,532.80 37.000 5,035.70 37.000 5,035 018 TEMPORARY FIBER ROLL LF 5.5300 5,530.00 576.000 3,185.28 576.000 3,185 019 TEMPORARY GRAVEL BAG BERM LF 9.8700 42,046.20 0.000 0 020 TEMPORARY SILT FENCE LF 5.7000 11,400.00 376.000 2,143.20 376.000 2,143 021 STREET SWEEPING LS 155,250.0000 155,250.00 0.110 17,077.50 0.110 17,077 022 TEMPORARY CONCRETE WASHOUT LS 2,500.0000 2,500.00 0.110 275.00 0.110 275 PROGRAM CAS145 PAGE 2 DATE 05/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0J5204 TIME 11:04 AM ESTIMATE NO. 001 BID OPENING 09/09/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/26 R.E. NAME: PRICE, LUCAS DATE OF THIS ESTIMATE 05/22/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 1,200.0000 50,400.00 0.000 0 024 WATER QUALITY MONITORING REPORT EA 250.0000 6,250.00 0.000 0 025 WATER QUALITY ANNUAL REPORT EA 750.0000 2,250.00 0.000 0 026 TREATED WOOD WASTE LB 0.1500 18,600.00 0.000 0 027 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 46,870.0000 46,870.00 0.110 5,155.70 0.110 5,155 028 TEMPORARY HIGH-VISIBILITY FENCE LF 5.3700 14,391.60 1,270.000 6,819.90 1,270.000 6,819 029 CLEARING AND GRUBBING (LS) LS 52,025.0000 52,025.00 0.850 44,221.25 0.850 44,221 030 ROADWAY EXCAVATION CY 95.0000 530,100.00 772.000 73,340.00 772.000 73,340 031 SHOULDER BACKING TON 70.0000 354,900.00 0.000 0 032 DITCH EXCAVATION CY 400.0000 8,400.00 47.100 18,840.00 47.100 18,840 033 ROADSIDE CLEARING LS 41,090.0000 41,090.00 1.000 41,090.00 1.000 41,090 034 WOOD MULCH CY 121.6300 1,946.08 0.000 0 035 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 450.0000 2,700.00 0.000 0 036 BONDED FIBER MATRIX (SQFT) SQFT 0.2900 13,572.00 0.000 0 037 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.9800 30,184.00 0.000 0 038 FIBER ROLLS LF 7.1700 42,518.10 0.000 0 039 COMPOST (CY) CY 99.1400 28,750.60 0.000 0 040 FINISHING ROADWAY LS 75,000.0000 75,000.00 0.000 0 041 CLASS 2 AGGREGATE BASE (CY) CY 320.0000 76,800.00 238.300 76,256.00 238.300 76,256 042 HOT MIX ASPHALT (TYPE A) TON 95.0000 7,989,500.00 0.000 0 043 DATA CORE LS 50,000.0000 50,000.00 0.000 0 044 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.9500 16,748.00 0.000 0 045 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.9500 189.60 0.000 0 046 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.9500 40,685.00 0.000 0 047 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.9500 26,504.50 0.000 0 048 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 120.0000 1,560.00 0.000 0 AREA) 049 TACK COAT TON 1,000.0000 190,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 05/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0J5204 TIME 11:04 AM ESTIMATE NO. 001 BID OPENING 09/09/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/26 R.E. NAME: PRICE, LUCAS DATE OF THIS ESTIMATE 05/22/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 42,600.00 0.000 0 051 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.8000 1,064,000.00 0.000 0 052 STRUCTURAL CONCRETE, DRAINAGE INLET CY 6,000.0000 24,600.00 4.060 24,360.00 4.060 24,360 (F) 053 MINOR CONCRETE (MINOR STRUCTURE) CY 3,000.0000 45,000.00 0.000 0 (F) 054 CONCRETE BACKFILL (PIPE TRENCH) CY 550.0000 26,400.00 0.000 0 (F) 055 18" REINFORCED CONCRETE PIPE LF 400.0000 112,000.00 280.000 112,000.00 280.000 112,000 056 FLUME DOWNDRAIN LF 50.0000 1,350.00 0.000 0 057 18" TAPERED INLET EA 2,500.0000 2,500.00 0.000 0 058 FLUME ANCHOR ASSEMBLY EA 1,500.0000 4,500.00 0.000 0 059 18" STEEL FLARED END SECTION EA 2,500.0000 2,500.00 0.000 0 060 18" CONCRETE FLARED END SECTION EA 3,000.0000 6,000.00 2.000 6,000.00 2.000 6,000 061 REMOVE DOWNDRAIN (EA) EA 5,000.0000 5,000.00 0.000 0 062 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 2,700.0000 2,700.00 0.000 0 063 CLEANING, INSPECTING, AND PREPARING LF 35.0000 53,900.00 1,310.000 45,850.00 1,310.000 45,850 CULVERT (LF) 064 12" CURED-IN-PLACE PIPELINER LF 200.0000 26,000.00 0.000 0 065 18" CURED-IN-PLACE PIPELINER LF 295.0000 383,500.00 0.000 0 066 36" CURED-IN-PLACE PIPELINER LF 665.0000 27,265.00 0.000 0 067 42" CURED-IN-PLACE PIPELINER LF 625.0000 51,875.00 0.000 0 068 ROCK SLOPE PROTECTION (300 LB, CLASS IV, CY 3,000.0000 24,000.00 0.000 0 METHOD B) (CY) 069 ROCK SLOPE PROTECTION (150 LB, CLASS CY 3,000.0000 36,000.00 0.000 0 III, METHOD B) (CY) 070 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 2,000.0000 12,000.00 0.000 0 METHOD B) (CY) 071 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 2,000.0000 12,000.00 0.000 0 METHOD B) (CY) 072 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.0000 620.00 0.000 0 073 MISCELLANEOUS IRON AND STEEL LB 5.0000 4,780.00 956.000 4,780.00 956.000 4,780 (F) 074 REMOVE DELINEATOR EA 30.0000 27,300.00 0.000 0 075 DELINEATOR (CLASS 2) EA 80.0000 127,200.00 0.000 0 076 PAVEMENT MARKER EA 15.5000 37,045.00 0.000 0 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 4 DATE 05/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0J5204 TIME 11:04 AM ESTIMATE NO. 001 BID OPENING 09/09/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/26 R.E. NAME: PRICE, LUCAS DATE OF THIS ESTIMATE 05/22/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 MILEPOST MARKER EA 80.0000 7,040.00 0.000 0 078 MARKER (CULVERT) EA 80.0000 4,160.00 0.000 0 079 SNOW POLE MARKER EA 50.0000 79,500.00 0.000 0 080 REMOVE MARKER EA 30.0000 1,410.00 0.000 0 081 REMOVE ROADSIDE SIGN EA 200.0000 8,400.00 0.000 0 082 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 50.0000 100.00 0.000 0 BRACKET METHOD) 083 REMOVE ROADSIDE SIGN PANEL EA 50.0000 1,450.00 0.000 0 084 RESET ROADSIDE SIGN EA 1,000.0000 3,000.00 0.000 0 085 RELOCATE ROADSIDE SIGN EA 1,000.0000 1,000.00 0.000 0 086 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.2900 6,430.50 0.000 0 (0.063"-UNFRAMED) 087 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.7100 4,555.90 0.000 0 (0.080"-UNFRAMED) 088 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 32.8600 3,943.20 0.000 0 (0.063"-FRAMED) 089 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 34.2900 1,851.66 0.000 0 (0.080"-FRAMED) 090 ROADSIDE SIGN - ONE POST EA 475.0000 34,200.00 0.000 0 091 ROADSIDE SIGN - TWO POST EA 800.0000 6,400.00 0.000 0 092 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 225.0000 900.00 0.000 0 METHOD) 093 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 100.0000 2,900.00 0.000 0 POST 094 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 38.5000 202,125.00 0.000 0 095 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 42.0000 132,300.00 0.000 0 096 TRANSITION RAILING (TYPE AGT) EA 6,500.0000 19,500.00 0.000 0 097 END CAP (TYPE A) EA 125.0000 125.00 0.000 0 098 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,650.0000 6,600.00 0.000 0 099 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 3,950.0000 82,950.00 0.000 0 100 BURIED POST END ANCHOR (TYPE B-F) EA 2,000.0000 2,000.00 0.000 0 101 REMOVE GUARDRAIL LF 5.3000 48,919.00 0.000 0 102 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 20.0000 8,200.00 0.000 0 WET NIGHT VISIBILITY) 103 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 420.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) PROGRAM CAS145 PAGE 5 DATE 05/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0J5204 TIME 11:04 AM ESTIMATE NO. 001 BID OPENING 09/09/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/26 R.E. NAME: PRICE, LUCAS DATE OF THIS ESTIMATE 05/22/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 2,388.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 105 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1500 131,100.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 106 12" RUMBLE STRIP (ASPHALT CONCRETE STA 25.0000 20,750.00 0.000 0 PAVEMENT) 107 6" METHYL METHACRYLATE PAINT TRAFFIC LF 3.0000 492,000.00 0.000 0 STRIPE 108 METHYL METHACRYLATE PAINT PAVEMENT SQFT 20.0000 22,200.00 0.000 0 MARKING 109 6" METHYL METHACRYLATE PAINT TRAFFIC LF 6.0000 948,000.00 0.000 0 STRIPE (RECESSED) 110 6" METHYL METHACRYLATE PAINT TRAFFIC LF 3.0000 8,700.00 0.000 0 STRIPE (RECESSED, BROKEN 12-3) 111 6" METHYL METHACRYLATE PAINT TRAFFIC LF 3.0000 28,620.00 0.000 0 STRIPE (RECESSED, BROKEN 36-12) 112 8" METHYL METHACRYLATE PAINT TRAFFIC LF 8.0000 6,000.00 0.000 0 STRIPE (RECESSED) 113 12" METHYL METHACRYLATE PAINT TRAFFIC LF 15.0000 4,500.00 0.000 0 STRIPE (RECESSED) 114 TRAFFIC MONITORING STATION SYSTEM LS 174,000.0000 174,000.00 0.000 0 115 FLASHING BEACON SYSTEM LS 320,000.0000 320,000.00 0.000 0 116 MODIFYING TRAFFIC MONITORING STATIONS LS 10,000.0000 10,000.00 0.000 0 117 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 118 TYPE III BARRICADE EA 135.0000 405.00 0.000 0 119 TRAFFIC DRUM EA 60.0000 600.00 0.000 0 120 TEMPORARY BARRIER SYSTEM LF 105.0000 39,900.00 0.000 0 121 TEMPORARY CRASH CUSHION TL-3 EA 12,800.0000 51,200.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 05/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0J5204 TIME 11:04 AM ESTIMATE NO. 001 BID OPENING 09/09/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/26 R.E. NAME: PRICE, LUCAS DATE OF THIS ESTIMATE 05/22/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 728,919.53 728,919.53 ADJUSTMENT OF COMPENSATION 1,650.00 1,650.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 730,569.53 730,569.53 122 MOBILIZATION LS 1,250,000.0000 1,250,000.00 0.000 0 ORIGINAL CONTRACT AMOUNT 18,414,350.44 TOTAL WORK COMPLETED 730,569.53 730,569.53 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 730,569.53 730,569.53 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 12/15/25 240 00/00/00 00/00/00 12/29/26 18 49 0 0 4% 8% PROGRESS IS SATISFACTORY PRICE, LUCAS RESIDENT ENGINEER