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. 008 TIME 02:01 PM R.E. NAME: LONG CODY 01-0J8904 --------------------------------------------------------------------------- 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. 008 TIME 02:01 PM R.E. NAME: LONG CODY 01-0J8904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FHWA 1391 WITHHOLD -10,000.00 005 RELEASE FHWA W/HOLD 10,000.00 006 0.00 0.00 LABOR COMPLIANCE VIOLATION DEDUCT LTTR 2/25 -2,000.00 001 RELEASE 2/25 DEDUCT 2,000.00 003 PER 7/25 LTR DEDUCT -6,000.00 004 PER 8/25 LTR DEDUCT -2,000.00 005 RELEASE 7/25 DEDUCT 6,000.00 005 0.00 -2,000.00 TOTAL DEDUCTIONS 0.00 -2,000.00 PROGRAM CAS145 PAGE 1 DATE 10/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0J8904 TIME 02:01 PM ESTIMATE NO. 008 BID OPENING 11/07/24 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: LONG CODY DATE OF THIS ESTIMATE 10/20/25 LOCATION PROGRESS ESTIMATE 01-HUM-36-3.9/6.0 ----------------- MERCER-FRASER COMPANY HUMBOLDT COUNTY AT CARLOTTA FROM 0.2 MILE 200 DINSMORE DR WEST OF FISHER ROAD TO 0.2 MILE WEST OF FORTUNA CA 95540 WILDER ROAD FED. AID NO. NHHS-S036(122)E HOT MIX ASPHALT, AGGREGATE BASE, AND STRUC ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 002 TIME-RELATED OVERHEAD (LS) LS 670,000.0000 670,000.00 0.080 53,600.00 0.420 281,400 003 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 36,000.00 2.000 12,000 004 HOURLY OFF-SITE HR 200.0000 1,000.00 16.000 3,200 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 005 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.800 12,000 006 TRAFFIC CONTROL SYSTEM LS 699,000.0000 699,000.00 0.080 55,920.00 0.420 293,580 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 12.0000 288.00 24.000 288 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 6.5000 2,665.00 150.000 975 009 CHANNELIZER (SURFACE MOUNTED) EA 75.0000 4,575.00 32.000 2,400 010 TEMPORARY BARRIER SYSTEM LF 50.0000 59,000.00 450.000 22,500 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 55,000.0000 55,000.00 0.080 4,400.00 0.420 23,100 012 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 8,000.0000 48,000.00 2.000 16,000 013 AUTOMATED FLAGGER ASSISTANCE DEVICE LS 25,000.0000 25,000.00 0.000 0 014 JOB SITE MANAGEMENT LS 122,000.0000 122,000.00 0.080 9,760.00 0.420 51,240 015 STORMWATER POLLUTION PREVENTION PLAN LS 3,750.0000 3,750.00 1.000 3,750 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 425.0000 72,250.00 0.000 0 017 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 018 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 2,000.0000 2,000.00 3.000 6,000 CONTROL) 019 TEMPORARY MULCH SQYD 1.0000 6,240.00 1,500.000 1,500 020 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 1.9800 12,355.20 484.000 958.32 10,898.000 21,578 MATRIX) 021 TEMPORARY COVER SQYD 7.0000 43,680.00 200.000 1,400 022 TEMPORARY CHECK DAM LF 10.0000 140.00 22.000 220.00 105.000 1,050 PROGRAM CAS145 PAGE 2 DATE 10/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0J8904 TIME 02:01 PM ESTIMATE NO. 008 BID OPENING 11/07/24 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: LONG CODY 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 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 4,000.00 0.000 0 024 TEMPORARY FIBER ROLL LF 6.5000 13,650.00 10,428.000 67,782 025 TEMPORARY GRAVEL BAG BERM LF 9.0000 12,150.00 1,142.000 10,278.00 1,833.000 16,497 026 TEMPORARY SILT FENCE LF 6.5000 9,425.00 1,950.000 12,675 027 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 12,000.00 2.000 6,000 028 STREET SWEEPING LS 235,000.0000 235,000.00 0.330 77,550 029 TEMPORARY CONCRETE WASHOUT LS 5,500.0000 5,500.00 0.300 1,650 030 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 700.0000 21,000.00 8.000 5,600 031 WATER QUALITY MONITORING REPORT EA 900.0000 10,800.00 1.000 900 032 WATER QUALITY ANNUAL REPORT EA 2,100.0000 6,300.00 0.000 0 033 TEMPORARY CREEK DIVERSION SYSTEMS LS 40,000.0000 40,000.00 0.500 20,000 034 ASBESTOS COMPLIANCE PLAN LS 4,000.0000 4,000.00 0.000 0 035 REMOVE YELLOW TRAFFIC STRIPE LF 18.0000 14,220.00 0.000 0 (HAZARDOUS)(HIGH-PRESSURE WATER BLASTING) 036 TREATED WOOD WASTE LB 0.4100 4,387.00 0.000 0 037 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 35,000.0000 35,000.00 0.100 3,500.00 0.500 17,500 038 NATURAL RESOURCE PROTECTION PLAN LS 5,100.0000 5,100.00 1.000 5,100 039 FISH PROTECTION LS 34,771.2400 34,771.24 0.500 17,385 040 CONTRACTOR-SUPPLIED STREAM RESTORATION LS 30,000.0000 30,000.00 0.400 12,000.00 0.400 12,000 SPECIALIST 041 INVASIVE SPECIES CONTROL LS 43,986.4400 43,986.44 0.170 7,477.69 0.500 21,993 042 CONTRACTOR SUPPLIED ARBORIST LS 25,000.0000 25,000.00 0.750 18,750 043 TEMPORARY HIGH-VISIBILITY FENCE LF 6.5000 12,220.00 1,880.000 12,220 044 CLEARING AND GRUBBING (LS) LS 230,000.0000 230,000.00 0.900 207,000 045 ROADWAY EXCAVATION CY 90.0000 482,400.00 2,379.000 214,110 046 ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY CY 450.0000 24,750.00 55.000 24,750 DEPOSITED LEAD) 047 CHANNEL EXCAVATION CY 80.0000 89,600.00 75.000 6,000.00 75.000 6,000 048 SHOULDER BACKING TON 150.0000 11,100.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 10/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0J8904 TIME 02:01 PM ESTIMATE NO. 008 BID OPENING 11/07/24 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: LONG CODY 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 ------------------------------------------------------------------------------------------------------------------------------------ 049 STRUCTURE EXCAVATION (TYPE D) CY 265.0000 126,405.00 238.500 63,202 (F) 050 STRUCTURE BACKFILL (BRIDGE) CY 700.0000 73,500.00 25.000 17,500.00 25.000 17,500 (F) 051 PERVIOUS BACKFILL MATERIAL CY 170.0000 28,390.00 67.000 11,390.00 67.000 11,390 (F) 052 IMPORTED BORROW (CY) CY 60.0000 393,600.00 5,045.000 302,700 053 WOOD MULCH CY 156.0000 4,992.00 0.000 0 054 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,000.0000 2,000.00 0.000 0 055 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.2900 58,290.00 68,825.000 19,959 056 FIBER REINFORCED MATRIX (SQFT) SQFT 0.2500 50,250.00 68,825.000 17,206 057 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.6300 34,965.00 31,180.000 19,643 058 COMPOST (CY) CY 144.0000 105,120.00 70.000 10,080 059 INCORPORATE MATERIALS SQFT 0.2600 11,258.00 0.000 0 060 CLASS 2 AGGREGATE BASE (CY) CY 110.0000 528,000.00 2,564.000 282,040 061 HOT MIX ASPHALT (TYPE A) TON 165.0000 970,200.00 2,559.900 422,383 062 ASPHALTIC EMULSION (BONDED WEARING TON 500.0000 15,000.00 0.000 0 COURSE) 063 ASPHALT BINDER (GEOSYNTHETIC PAVEMENT TON 500.0000 3,500.00 4.000 2,000 INTERLAYER) 064 GEOSYNTHETIC PAVEMENT INTERLAYER (PAVING SQYD 4.0000 21,840.00 3,324.000 13,296 FABRIC) 065 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 4.0000 5,200.00 0.000 0 066 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.0000 84.00 0.000 0 067 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 4.0000 1,680.00 0.000 0 068 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0000 5,520.00 0.000 0 069 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.0000 760.00 0.000 0 070 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 125.0000 23,750.00 0.000 0 AREA) 071 HOT MIX ASPHALT-OPEN GRADED (BONDED TON 210.0000 499,800.00 0.000 0 WEARING COURSE) 072 TACK COAT TON 900.0000 7,200.00 3.070 2,763 073 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 3.0000 12,270.00 0.000 0 074 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 6,300.00 1,260.000 6,300 075 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.0000 124,800.00 1,253.000 15,036 PROGRAM CAS145 PAGE 4 DATE 10/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0J8904 TIME 02:01 PM ESTIMATE NO. 008 BID OPENING 11/07/24 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: LONG CODY 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 ------------------------------------------------------------------------------------------------------------------------------------ 076 RAIL ELEMENT WALL SQFT 60.0000 84,000.00 0.000 0 077 FURNISH STEEL PILING (HP 12 X 84) LF 71.2500 166,297.50 2,334.000 166,297 078 DRIVE STEEL PILE (HP 12 X 84) EA 2,800.0000 140,000.00 50.000 140,000 079 STRUCTURAL CONCRETE, BRIDGE (ULTRA HIGH CF 300.0000 67,200.00 0.000 0 PERFORMANCE CONCRETE) 080 STRUCTURAL CONCRETE, BRIDGE CY 2,100.0000 176,400.00 35.500 74,550.00 35.500 74,550 (F) 081 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,300.0000 57,200.00 0.000 0 EQ MODIFIED) 082 STRUCTURAL CONCRETE, BOX CULVERT CY 6,700.0000 335,000.00 50.000 335,000 (F) 083 STRUCTURAL CONCRETE, HEADWALL CY 3,000.0000 66,000.00 6.000 18,000.00 22.000 66,000 (F) 084 STRUCTURAL CONCRETE, DRAINAGE INLET CY 5,000.0000 5,500.00 1.100 5,500 (F) 085 ULTRA HIGH PERFORMANCE CONCRETE MOCK-UP EA 21,700.0000 43,400.00 1.000 21,700 086 CONCRETE SURFACE TEXTURE (RANDOM ROUGH SQFT 25.0000 4,050.00 0.000 0 STACKED ROCK) 087 CONCRETE SURFACE TEXTURE (HAND HEWN SQFT 38.0000 3,990.00 0.000 0 HEMLOCK WOOD GRAIN) 088 DRILL AND BOND DOWEL LF 165.0000 4,950.00 0.000 0 089 FURNISH PRECAST PRESTRESSED CONCRETE SQFT 145.0000 406,870.00 1,983.000 287,535.00 1,983.000 287,535 SLAB 090 FURNISH PRECAST REINFORCED CONCRETE BOX EA 33,000.0000 660,000.00 8.000 264,000.00 8.000 264,000 SEGMENT 091 ERECT PRECAST REINFORCED CONCRETE BOX EA 2,700.0000 54,000.00 8.000 21,600.00 8.000 21,600 SEGMENT 092 ERECT PRECAST CONCRETE DECK UNIT EA 7,650.0000 114,750.00 0.000 0 (F) 093 JOINT SEAL (MR 1/2") LF 100.0000 12,100.00 0.000 0 094 BAR REINFORCING STEEL (BRIDGE) LB 4.0000 17,408.00 1,745.000 6,980.00 1,745.000 6,980 (F) 095 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 17,700.00 17,700.000 17,700 (F) 096 BAR REINFORCING STEEL (GALVANIZED) LB 6.0000 858.00 0.000 0 (F) 097 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 6.0000 22,476.00 0.000 0 098 FURNISH POLYESTER CONCRETE OVERLAY CF 120.0000 68,040.00 0.000 0 099 PLACE POLYESTER CONCRETE OVERLAY SQFT 25.0000 93,650.00 0.000 0 (F) 100 BRIDGE REMOVAL LS 120,000.0000 120,000.00 1.000 120,000 101 12" ALTERNATIVE PIPE CULVERT LF 360.0000 16,560.00 46.000 16,560 102 24" ALTERNATIVE PIPE CULVERT LF 425.0000 102,000.00 240.000 102,000 PROGRAM CAS145 PAGE 5 DATE 10/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0J8904 TIME 02:01 PM ESTIMATE NO. 008 BID OPENING 11/07/24 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: LONG CODY 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 ------------------------------------------------------------------------------------------------------------------------------------ 103 CONCRETE BACKFILL (PIPE TRENCH) CY 620.0000 7,440.00 12.000 7,440 (F) 104 24" REINFORCED CONCRETE PIPE LF 365.0000 31,390.00 86.000 31,390 105 12" X 18" ELLIPTICAL CONCRETE PIPE LF 410.0000 22,550.00 55.000 22,550 106 24" ALTERNATIVE FLARED END SECTION EA 1,100.0000 5,500.00 5.000 5,500 107 REMOVE CULVERT (EA) EA 3,000.0000 21,000.00 6.500 19,500 108 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 109 REMOVE HEADWALL EA 22,000.0000 88,000.00 2.500 55,000 110 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 600.0000 4,200.00 5.000 3,000 111 ENGINEERED STREAMBED MATERIAL (TYPE 1) CY 230.0000 36,800.00 0.000 0 112 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 260.0000 31,200.00 67.000 17,420.00 67.000 17,420 METHOD B) (CY) 113 ENGINEERED STREAMBED MATERIAL (TYPE 2) CY 500.0000 10,000.00 17.100 8,550.00 17.100 8,550 114 ENGINEERED BANKLINE MATERIAL CY 400.0000 16,000.00 10.000 4,000.00 10.000 4,000 115 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.0000 1,500.00 45.000 225.00 45.000 225 116 MISCELLANEOUS IRON AND STEEL LB 6.0000 1,620.00 270.000 1,620 (F) 117 PREPARE AND STAIN CONCRETE SQFT 174.0000 46,458.00 0.000 0 118 STAIN GALVANIZED SURFACES (LS) LS 17,000.0000 17,000.00 0.000 0 119 REPLACE MAILBOX EA 400.0000 800.00 0.000 0 120 FENCE (TYPE BW, 6-STRAND, METAL POST) LF 13.9000 56,712.00 4,080.000 56,712 121 16' WIRE MESH GATE EA 4,800.0000 9,600.00 2.000 9,600 122 REMOVE FENCE LF 4.0000 19,520.00 4,880.000 19,520 123 REMOVE GATE EA 650.0000 2,600.00 4.000 2,600 124 REMOVE PAVEMENT MARKER EA 3.5000 2,590.00 0.000 0 125 REMOVE DELINEATOR EA 30.0000 150.00 0.000 0 126 DELINEATOR (CLASS 1) EA 65.0000 195.00 0.000 0 127 DELINEATOR (CLASS 2) EA 65.0000 390.00 0.000 0 128 GUARD RAILING DELINEATOR EA 70.0000 5,600.00 0.000 0 129 PAVEMENT MARKER (RETROREFLECTIVE) EA 9.5000 3,325.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 10/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0J8904 TIME 02:01 PM ESTIMATE NO. 008 BID OPENING 11/07/24 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: LONG CODY 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 ------------------------------------------------------------------------------------------------------------------------------------ 130 PAVEMENT MARKER EA 18.0000 7,380.00 0.000 0 (RETROREFLECTIVE-RECESSED) 131 REMOVE MARKER (CULVERT) EA 50.0000 400.00 0.000 0 132 MILEPOST MARKER EA 75.0000 750.00 0.000 0 133 MARKER (CULVERT) EA 65.0000 520.00 0.000 0 134 TREATMENT BEST MANAGEMENT PRACTICE EA 95.0000 1,140.00 0.000 0 MARKER 135 OBJECT MARKER (TYPE P) EA 85.0000 510.00 0.000 0 136 REMOVE MARKER EA 50.0000 500.00 0.000 0 137 REMOVE ROADSIDE SIGN EA 200.0000 5,600.00 0.000 0 138 RESET ROADSIDE SIGN EA 575.0000 1,725.00 0.000 0 139 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 27.0000 9,720.00 0.000 0 (0.063"-UNFRAMED) 140 ROADSIDE SIGN - ONE POST EA 525.0000 16,800.00 0.000 0 141 ROADSIDE SIGN - TWO POST EA 750.0000 1,500.00 0.000 0 142 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 37.0000 68,450.00 0.000 0 143 VEGETATION CONTROL (MINOR CONCRETE) SQYD 110.0000 74,800.00 0.000 0 144 TUBULAR BICYCLE RAILING LF 105.0000 15,015.00 0.000 0 (F) 145 CABLE RAILING LF 62.0000 2,976.00 0.000 0 (F) 146 TRANSITION RAILING (TYPE AGT) EA 4,500.0000 27,000.00 0.000 0 147 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,350.0000 1,350.00 0.000 0 148 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 3,900.0000 19,500.00 0.000 0 149 ALTERNATIVE CRASH CUSHION TL-3 EA 32,500.0000 65,000.00 0.000 0 150 CALIFORNIA ST-75 BRIDGE RAIL (MODIFIED) LF 480.0000 84,960.00 0.000 0 151 REMOVE GUARDRAIL LF 4.0000 2,000.00 0.000 0 152 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 153 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 19.0000 6,460.00 0.000 0 WET NIGHT VISIBILITY) 154 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 824.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 155 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 2,006.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) PROGRAM CAS145 PAGE 7 DATE 10/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0J8904 TIME 02:01 PM ESTIMATE NO. 008 BID OPENING 11/07/24 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: LONG CODY 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 ------------------------------------------------------------------------------------------------------------------------------------ 156 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 943.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 157 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.3500 54,000.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 158 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 725.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 159 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 160 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 18,760.00 0.000 0 161 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 162 REMOVE (THERMOPLASTIC OR PAINTED) LF 18.0000 14,220.00 0.000 0 TRAFFIC STRIPE (HIGH-PRESSURE WATER BLASTING) 163 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 9.5000 3,230.00 0.000 0 164 6" RUMBLE STRIP (ASPHALT CONCRETE STA 125.0000 7,375.00 0.000 0 PAVEMENT-SINUSOIDAL) 165 12" RUMBLE STRIP (ASPHALT CONCRETE STA 125.0000 7,375.00 0.000 0 PAVEMENT-SINUSOIDAL) 166 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 20.0000 37,000.00 0.000 0 (WARRANTY) 167 RADAR SPEED FEEDBACK SIGN SYSTEMS LS 37,000.0000 37,000.00 0.080 2,960.00 0.410 15,170 168 TEMPORARY SIGNAL SYSTEMS LS 175,000.0000 175,000.00 0.080 14,000.00 0.410 71,750 169 2" CONDUIT (BRIDGE) LS 10,000.0000 10,000.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 10/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0J8904 TIME 02:01 PM ESTIMATE NO. 008 BID OPENING 11/07/24 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: LONG CODY 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 912,824.01 4,726,893.28 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 912,824.01 4,726,893.28 170 MOBILIZATION LS 905,378.6200 905,378.62 0.950 860,109 ORIGINAL CONTRACT AMOUNT 11,410,410.00 TOTAL WORK COMPLETED 912,824.01 5,587,002.97 MATERIALS ON HAND ON SITE -248,035.72 0.00 DEDUCTIONS 0.00 -2,000.00 TOTAL 664,788.29 5,585,002.97 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 01/29/25 370 06/15/25 06/15/25 12/01/26 98 8 0 0 48% 26% PROGRESS IS SATISFACTORY LONG CODY RESIDENT ENGINEER