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 05/21/26 EST. NO. 001 TIME 11:38 AM R.E. NAME: STEEN, NATHANIEL 01-0A1114 --------------------------------------------------------------------------- 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 05/21/26 EST. NO. 001 TIME 11:38 AM R.E. NAME: STEEN, NATHANIEL 01-0A1114 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER 5/26 LTR DEDUCT -5,000.00 001 -5,000.00 -5,000.00 TOTAL DEDUCTIONS -5,000.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 05/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0A1114 TIME 11:38 AM ESTIMATE NO. 001 BID OPENING 12/18/25 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: STEEN, NATHANIEL DATE OF THIS ESTIMATE 05/21/26 LOCATION PROGRESS ESTIMATE 01-HUM-101-R53.7/M54.2 ----------------- MYERS & SONS CONSTRUCTION, LLC HUMBOLDT COUNTY IN AND NEAR RIO DELL FROM 45 MORRISON AVE 0.2 MILE SOUTH OF EEL RIVER BRIDGE TO 0.4 SACRAMENTO CA 95838 MILE SOUTH OF METROPOLITAN HEIGHTS ROAD FED. AID NO. ACNH-Q101(457)E BRIDGE - STRUCTURAL CONCRETE, REMOVAL (SEC ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 6,000.0000 6,000.00 0.000 0 002 TIME-RELATED OVERHEAD (LS) LS 4,000,000.0000 4,000,000.00 0.015 60,000.00 0.015 60,000 003 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 120,000.00 0.000 0 004 HOURLY OFF-SITE HR 200.0000 8,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 005 CONSTRUCTION AREA SIGNS LS 6,750.0000 6,750.00 0.750 5,062.50 0.750 5,062 006 TRAFFIC CONTROL SYSTEM LS 125,000.0000 125,000.00 0.015 1,875.00 0.015 1,875 007 STATIONARY IMPACT ATTENUATOR VEHICLE LS 75,000.0000 75,000.00 0.015 1,125.00 0.015 1,125 (LS) 008 TYPE III BARRICADE EA 177.0000 3,363.00 0.000 0 009 TEMPORARY TRAFFIC STRIPE (TAPE) LF 5.2500 36,172.50 0.000 0 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5500 12,650.00 0.000 0 011 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 23,500.00 0.000 0 012 REMOVE CHANNELIZER (SURFACE MOUNTED) EA 45.0000 675.00 0.000 0 013 PORTABLE RADAR SPEED FEEDBACK SIGN LS 25,000.0000 25,000.00 0.015 375.00 0.015 375 SYSTEMS (LS) 014 TEMPORARY BARRIER SYSTEM LF 75.0000 531,000.00 0.000 0 015 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 100,000.0000 100,000.00 0.015 1,500.00 0.015 1,500 016 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 5,500.0000 22,000.00 0.000 0 017 JOB SITE MANAGEMENT LS 200,000.0000 200,000.00 0.015 3,000.00 0.015 3,000 018 STORMWATER POLLUTION PREVENTION PLAN LS 25,000.0000 25,000.00 0.067 1,675.00 0.067 1,675 019 STORMWATER SAMPLING AND ANALYSIS DAY EA 500.0000 160,000.00 0.000 0 020 STORMWATER ANNUAL REPORT EA 3,000.0000 15,000.00 0.000 0 021 TEMPORARY EROSION CONTROL BLANKET SQYD 6.0000 39,420.00 0.000 0 022 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 2,000.0000 60,000.00 0.000 0 CONTROL) PROGRAM CAS145 PAGE 2 DATE 05/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0A1114 TIME 11:38 AM ESTIMATE NO. 001 BID OPENING 12/18/25 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: STEEN, NATHANIEL DATE OF THIS ESTIMATE 05/21/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 1.2500 8,212.50 0.000 0 MATRIX) 024 TEMPORARY COVER SQYD 5.5000 36,135.00 0.000 0 025 TEMPORARY CHECK DAM LF 10.0000 10,000.00 0.000 0 026 TEMPORARY DRAINAGE INLET PROTECTION EA 450.0000 3,600.00 0.000 0 027 TEMPORARY FIBER ROLL LF 5.5000 57,750.00 768.000 4,224.00 768.000 4,224 028 TEMPORARY GRAVEL BAG BERM LF 12.0000 30,000.00 0.000 0 029 TEMPORARY REINFORCED SILT FENCE LF 10.5000 64,050.00 3,272.000 34,356.00 3,272.000 34,356 030 TEMPORARY CONSTRUCTION ENTRANCE EA 7,500.0000 37,500.00 0.000 0 031 TEMPORARY CONSTRUCTION ROADWAY SQYD 90.0000 360,000.00 0.000 0 032 STREET SWEEPING LS 75,000.0000 75,000.00 0.015 1,125.00 0.015 1,125 033 TEMPORARY CONCRETE WASHOUT LS 75,000.0000 75,000.00 0.000 0 034 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 500.0000 170,000.00 0.000 0 035 WATER QUALITY MONITORING REPORT EA 500.0000 27,000.00 0.000 0 036 WATER QUALITY ANNUAL REPORT EA 2,000.0000 10,000.00 0.000 0 037 TEMPORARY CREEK DIVERSION SYSTEMS LS 250,000.0000 250,000.00 0.000 0 038 WORK AREA MONITORING (BRIDGE) LS 15,000.0000 15,000.00 0.000 0 039 TREATED WOOD WASTE LB 0.6500 1,644.50 0.000 0 040 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 300,000.0000 300,000.00 0.015 4,500.00 0.015 4,500 041 INVASIVE SPECIES CONTROL LS 50,000.0000 50,000.00 0.015 750.00 0.015 750 042 HYDROACOUSTIC MONITORING LS 50,000.0000 50,000.00 0.000 0 043 CLEARING AND GRUBBING (LS) LS 250,000.0000 250,000.00 1.000 250,000.00 1.000 250,000 044 ROADWAY EXCAVATION CY 100.0000 379,000.00 0.000 0 045 SHOULDER BACKING TON 120.0000 12,000.00 0.000 0 046 STRUCTURE EXCAVATION (BRIDGE) CY 475.0000 231,325.00 0.000 0 (F) 047 STRUCTURE EXCAVATION (TYPE A) CY 575.0000 914,250.00 0.000 0 (F) 048 STRUCTURE BACKFILL (BRIDGE) CY 350.0000 77,000.00 0.000 0 (F) 049 SOIL AMENDMENT CY 600.0000 60.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 05/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0A1114 TIME 11:38 AM ESTIMATE NO. 001 BID OPENING 12/18/25 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: STEEN, NATHANIEL DATE OF THIS ESTIMATE 05/21/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ORGANIC FERTILIZER LB 60.0000 96.00 0.000 0 051 PLANT (GROUP B) EA 250.0000 2,500.00 0.000 0 052 PLANT ESTABLISHMENT WORK LS 30,000.0000 30,000.00 0.000 0 053 WOOD MULCH CY 500.0000 150.00 0.000 0 054 FOLIAGE PROTECTOR EA 110.0000 1,100.00 0.000 0 055 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,500.0000 4,500.00 0.000 0 056 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.2300 34,960.00 0.000 0 057 FIBER REINFORCED MATRIX (SQFT) SQFT 0.2200 33,440.00 0.000 0 058 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.3000 4,797.00 0.000 0 059 FIBER ROLLS LF 5.5000 58,850.00 0.000 0 060 COMPOST (CY) CY 101.0000 69,690.00 0.000 0 061 INCORPORATE MATERIALS SQFT 0.0700 7,210.00 0.000 0 062 CLASS 2 AGGREGATE BASE (CY) CY 150.0000 85,500.00 0.000 0 063 REPLACE ASPHALT CONCRETE SURFACING CY 5,000.0000 3,000.00 0.000 0 064 HOT MIX ASPHALT (TYPE A) TON 200.0000 366,000.00 0.000 0 065 TACK COAT TON 1,000.0000 2,000.00 0.000 0 066 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 29.2500 7,605.00 0.000 0 067 MECHANICALLY STABILIZED EMBANKMENT SQFT 150.0000 921,600.00 0.000 0 (F) 068 84" PERMANENT STEEL CASING LF 2,200.0000 539,000.00 0.000 0 069 96" PERMANENT STEEL CASING LF 4,000.0000 204,000.00 0.000 0 070 150" PERMANENT STEEL CASING LF 8,000.0000 488,000.00 0.000 0 071 72" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 2,600.0000 421,200.00 0.000 0 072 84" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 3,400.0000 2,427,600.00 0.000 0 073 96" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 10,500.0000 535,500.00 0.000 0 074 138" CAST-IN-DRILLED HOLE CONCRETE LF 8,500.0000 1,853,000.00 0.000 0 PILING 075 150" CAST-IN-DRILLED HOLE CONCRETE LF 17,000.0000 1,037,000.00 0.000 0 PILING 076 PRESTRESSING CAST-IN-PLACE CONCRETE LS 425,000.0000 425,000.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 05/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0A1114 TIME 11:38 AM ESTIMATE NO. 001 BID OPENING 12/18/25 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: STEEN, NATHANIEL DATE OF THIS ESTIMATE 05/21/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 SEAL COURSE CONCRETE CY 350.0000 129,850.00 0.000 0 078 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 700.0000 687,400.00 0.000 0 (F) 079 STRUCTURAL CONCRETE, BRIDGE CY 2,000.0000 6,114,000.00 0.000 0 (F) 080 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 1,620.0000 2,025,000.00 0.000 0 (F) FIBER) 081 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,200.0000 922,800.00 0.000 0 (F) 082 AGGREGATE BASE (APPROACH SLAB) CY 500.0000 3,500.00 0.000 0 083 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,500.0000 88,500.00 0.000 0 (F) N) 084 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,500.0000 103,500.00 0.000 0 R) 085 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,000.0000 24,000.00 0.000 0 (F) 086 DRILL AND BOND DOWEL LF 100.0000 87,400.00 0.000 0 087 CLEAN EXPANSION JOINT LF 100.0000 4,000.00 0.000 0 088 PIPE PIN LB 15.0000 18,000.00 0.000 0 089 PTFE SPHERICAL BEARING EA 30,000.0000 180,000.00 0.000 0 090 STRIP JOINT SEAL ASSEMBLY (MR 4") LF 475.0000 19,000.00 0.000 0 091 MODULAR JOINT SEAL ASSEMBLY (2 CELLS) LF 2,100.0000 84,000.00 0.000 0 092 MODULAR JOINT SEAL ASSEMBLY (6 CELLS) LF 4,500.0000 180,000.00 0.000 0 093 BAR REINFORCING STEEL (BRIDGE) LB 1.7500 3,584,964.25 0.000 0 (F) 094 HEADED BAR REINFORCEMENT EA 30.0000 111,180.00 0.000 0 (F) 095 RAPID SETTING CONCRETE (PATCH) CF 175.0000 68,950.00 0.000 0 096 REPAIR SPALLED SURFACE AREA SQFT 500.0000 9,500.00 0.000 0 097 REMOVE UNSOUND CONCRETE CF 185.0000 72,890.00 0.000 0 098 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.2500 16,194.75 0.000 0 099 FURNISH POLYESTER CONCRETE OVERLAY CF 80.0000 518,240.00 0.000 0 100 PLACE POLYESTER CONCRETE OVERLAY SQFT 2.2500 145,752.75 0.000 0 (F) 101 REFINISH CONCRETE SURFACE SQFT 45.0000 38,115.00 0.000 0 102 CORE CONCRETE (96") LF 27,000.0000 567,000.00 0.000 0 103 CORE CONCRETE (150") LF 22,000.0000 704,000.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 05/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0A1114 TIME 11:38 AM ESTIMATE NO. 001 BID OPENING 12/18/25 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: STEEN, NATHANIEL DATE OF THIS ESTIMATE 05/21/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 BRIDGE REMOVAL (PORTION) LS 3,800,000.0000 3,800,000.00 0.000 0 105 24" CORRUGATED STEEL PIPE (.109" THICK) LF 325.0000 32,500.00 0.000 0 106 CLASS 2 PERMEABLE MATERIAL CY 450.0000 5,850.00 0.000 0 107 24" ANCHOR ASSEMBLY EA 1,200.0000 2,400.00 0.000 0 108 24" STEEL FLARED END SECTION EA 1,800.0000 1,800.00 0.000 0 109 REMOVE OVERSIDE DRAIN EA 3,500.0000 3,500.00 0.000 0 110 REMOVE CULVERT (LF) LF 600.0000 42,000.00 0.000 0 111 REMOVE FLARED END SECTION (EA) EA 1,500.0000 1,500.00 0.000 0 112 CONCRETE (DITCH LINING) CY 2,500.0000 65,000.00 0.000 0 113 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 550.0000 14,300.00 0.000 0 METHOD B) (CY) 114 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 650.0000 8,450.00 0.000 0 METHOD B) (CY) 115 GRAVEL FILTER (UNIVERSAL) CY 1,500.0000 19,500.00 0.000 0 116 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 15.0000 420.00 0.000 0 117 MISCELLANEOUS IRON AND STEEL LB 22.0000 15,598.00 0.000 0 (F) 118 ISOLATION CASING (NON-CORRUGATED STEEL LB 4.0000 168,372.00 0.000 0 (F) PIPE) 119 BRIDGE DECK DRAINAGE SYSTEM LB 15.0000 158,715.00 0.000 0 (F) 120 PREPARE AND STAIN CONCRETE SQFT 3.2500 87,828.00 0.000 0 121 CHAIN LINK FENCE (TYPE CL-6) LF 85.0000 12,750.00 0.000 0 122 REMOVE CHAIN LINK FENCE LF 55.0000 6,050.00 0.000 0 123 REMOVE DELINEATOR EA 13.0000 312.00 0.000 0 124 DELINEATOR (CLASS 1) EA 51.0000 765.00 0.000 0 125 GUARD RAILING DELINEATOR EA 23.0000 299.00 0.000 0 126 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.5000 4,165.00 0.000 0 127 MARKER (CULVERT) EA 70.0000 70.00 0.000 0 128 TREATMENT BEST MANAGEMENT PRACTICE EA 110.0000 440.00 0.000 0 MARKER 129 REMOVE ROADSIDE SIGN (WOOD POST) EA 60.0000 180.00 0.000 0 130 REMOVE ROADSIDE SIGN (METAL POST) EA 150.0000 750.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 05/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0A1114 TIME 11:38 AM ESTIMATE NO. 001 BID OPENING 12/18/25 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: STEEN, NATHANIEL DATE OF THIS ESTIMATE 05/21/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 REMOVE ROADSIDE SIGN PANEL EA 80.0000 160.00 0.000 0 132 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 440.00 0.000 0 (0.063"-UNFRAMED) 133 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 420.00 0.000 0 (0.080"-UNFRAMED) 134 ROADSIDE SIGN (BARRIER MOUNTED) EA 8,500.0000 8,500.00 0.000 0 135 ROADSIDE SIGN - ONE POST EA 850.0000 1,700.00 0.000 0 136 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 47.0000 23,500.00 0.000 0 137 VEGETATION CONTROL (MINOR CONCRETE) SQYD 63.0000 28,980.00 0.000 0 138 VEGETATION CONTROL MAT (RUBBER OR FIBER) SQYD 675.0000 1,350.00 0.000 0 139 TRANSITION RAILING (TYPE AGT) EA 4,800.0000 9,600.00 0.000 0 140 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 360.0000 720.00 0.000 0 141 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 200.0000 957,800.00 0.000 0 (F) 142 REMOVE GUARDRAIL LF 7.0000 4,340.00 0.000 0 143 SALVAGE METAL BRIDGE RAILING LF 12.0000 20,340.00 0.000 0 144 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 25.0000 3,750.00 0.000 0 WET NIGHT VISIBILITY) 145 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 4,302.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 146 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 13,335.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 147 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 190.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 148 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 16,875.00 0.000 0 (HIGH PRESSURE WATER BLASTING) 149 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 14.0000 2,100.00 0.000 0 150 12" RUMBLE STRIP (ASPHALT CONCRETE STA 300.0000 8,400.00 0.000 0 PAVEMENT) 151 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 10.0000 67,900.00 0.000 0 (WARRANTY) 152 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.0000 10,200.00 0.000 0 (WARRANTY) (BROKEN 36-12) 153 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 154 PERMANENT EROSION CONTROL ESTABLISHMENT LS 150,000.0000 150,000.00 0.000 0 WORK PROGRAM CAS145 PAGE 7 DATE 05/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0A1114 TIME 11:38 AM ESTIMATE NO. 001 BID OPENING 12/18/25 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: STEEN, NATHANIEL DATE OF THIS ESTIMATE 05/21/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 369,567.50 369,567.50 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 369,567.50 369,567.50 155 MOBILIZATION LS 4,450,000.0000 4,450,000.00 0.000 0 ORIGINAL CONTRACT AMOUNT 45,398,508.25 TOTAL WORK COMPLETED 369,567.50 369,567.50 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -5,000.00 -5,000.00 TOTAL 364,567.50 364,567.50 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 03/20/26 710 05/14/26 05/14/26 08/31/27 2 0 0 0 1% 0% PROGRESS IS SATISFACTORY STEEN, NATHANIEL RESIDENT ENGINEER