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 05/20/26 EST. NO. 001 TIME 01:18 PM R.E. NAME: NIKZAD, ALI 04-0J5504 --------------------------------------------------------------------------- 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 05/20/26 EST. NO. 001 TIME 01:18 PM R.E. NAME: NIKZAD, ALI 04-0J5504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J5504 TIME 01:18 PM ESTIMATE NO. 001 BID OPENING 11/18/25 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: NIKZAD, ALI DATE OF THIS ESTIMATE 05/20/26 LOCATION PROGRESS ESTIMATE 04-ALA-84-17.0/17.4 ----------------- GHILOTTI CONSTRUCTION COMPANY, ALAMEDA COUNTY AT SUNOL FROM SILVER SPRING INC. ROAD UNDERPASS TO PLEASANTON SUNOL ROAD 246 GHILOTTI AVENUE SANTA ROSA CA 95407 FED. AID NO. ACNH-S084(42)E REPLACE BRIDGE, WIDEN ROADWAY, & CONSTRUCT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 7,000.0000 7,000.00 1.000 7,000.00 1.000 7,000 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 4,800.0000 4,800.00 0.000 0 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,600.0000 1,000,000.00 5.000 8,000.00 5.000 8,000 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 90,000.00 0.000 0 005 HOURLY OFF-SITE HR 200.0000 52,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 41,200.0000 41,200.00 0.500 20,600.00 0.500 20,600 007 TRAFFIC CONTROL SYSTEM LS 1,440,000.0000 1,440,000.00 0.040 57,600.00 0.040 57,600 008 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 300.0000 24,000.00 0.000 0 009 TYPE III BARRICADE EA 100.0000 800.00 0.000 0 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 14.0000 5,740.00 0.000 0 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.5000 32,250.00 3,156.000 4,734.00 3,156.000 4,734 012 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 1,120.00 0.000 0 013 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 70.0000 18,550.00 36.000 2,520.00 36.000 2,520 SYSTEM 014 TEMPORARY PAVEMENT MARKER EA 12.0000 5,280.00 0.000 0 015 TEMPORARY BARRIER SYSTEM LF 30.0000 276,600.00 680.000 20,400.00 680.000 20,400 016 TEMPORARY SHUTTLE SERVICE LS 288,000.0000 288,000.00 0.000 0 017 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 30,000.0000 480,000.00 0.250 7,500.00 0.250 7,500 018 TEMPORARY CRASH CUSHION TL-2 EA 5,000.0000 120,000.00 2.000 10,000.00 2.000 10,000 019 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 40,000.0000 120,000.00 0.000 0 SYSTEM 020 JOB SITE MANAGEMENT LS 18,800.0000 18,800.00 0.040 752.00 0.040 752 021 STORMWATER POLLUTION PREVENTION PLAN LS 1,580.0000 1,580.00 1.000 1,580.00 1.000 1,580 022 STORMWATER SAMPLING AND ANALYSIS DAY EA 250.0000 14,500.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 05/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J5504 TIME 01:18 PM ESTIMATE NO. 001 BID OPENING 11/18/25 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: NIKZAD, ALI DATE OF THIS ESTIMATE 05/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STORMWATER ANNUAL REPORT EA 3,000.0000 9,000.00 0.000 0 024 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 2.0000 24,600.00 0.000 0 MATRIX) 025 TEMPORARY CHECK DAM LF 10.0000 1,800.00 0.000 0 026 TEMPORARY DRAINAGE INLET PROTECTION EA 275.0000 2,750.00 0.000 0 027 TEMPORARY FIBER ROLL LF 7.0000 36,260.00 0.000 0 028 TEMPORARY REINFORCED SILT FENCE LF 17.0000 28,560.00 0.000 0 029 TEMPORARY CONSTRUCTION ENTRANCE EA 6,000.0000 30,000.00 1.000 6,000.00 1.000 6,000 030 TEMPORARY CONSTRUCTION ROADWAY SQYD 75.0000 87,000.00 0.000 0 031 STREET SWEEPING LS 38,800.0000 38,800.00 0.000 0 032 TEMPORARY CONCRETE WASHOUT LS 5,500.0000 5,500.00 0.000 0 033 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 250.0000 68,000.00 0.000 0 034 TEMPORARY CREEK DIVERSION SYSTEMS LS 600,000.0000 600,000.00 0.040 24,000.00 0.040 24,000 035 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 5.0000 22,450.00 3,062.000 15,310.00 3,062.000 15,310 STRIPE (HAZARDOUS WASTE) 036 TREATED WOOD WASTE LB 0.5000 1,950.00 0.000 0 037 INVASIVE SPECIES CONTROL LS 22,500.0000 22,500.00 0.000 0 038 REMOVE CONCRETE (VEGETATION CONTROL) SQYD 40.0000 6,800.00 0.000 0 039 TEMPORARY HIGH-VISIBILITY FENCE LF 7.0000 22,400.00 0.000 0 040 CLEARING AND GRUBBING (ACRE) ACRE 20,125.0000 80,500.00 0.000 0 041 ROADWAY EXCAVATION CY 160.0000 316,800.00 0.000 0 042 ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY CY 380.0000 228,000.00 0.000 0 DEPOSITED LEAD) 043 ROADWAY EXCAVATION (TOPSOIL) CY 350.0000 108,500.00 0.000 0 044 STRUCTURE EXCAVATION (BRIDGE) CY 600.0000 248,400.00 0.000 0 (F) 045 STRUCTURE EXCAVATION (TYPE D) CY 250.0000 10,250.00 0.000 0 (F) 046 STRUCTURE EXCAVATION (RETAINING WALL) CY 115.0000 96,600.00 0.000 0 (F) 047 STRUCTURE BACKFILL (BRIDGE) CY 575.0000 106,375.00 0.000 0 (F) 048 STRUCTURE BACKFILL (RETAINING WALL) CY 155.0000 199,795.00 0.000 0 (F) 049 PERVIOUS BACKFILL MATERIAL (RETAINING CY 115.0000 6,785.00 0.000 0 (F) WALL) PROGRAM CAS145 PAGE 3 DATE 05/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J5504 TIME 01:18 PM ESTIMATE NO. 001 BID OPENING 11/18/25 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: NIKZAD, ALI DATE OF THIS ESTIMATE 05/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 DITCH EXCAVATION CY 125.0000 15,000.00 0.000 0 051 SUBGRADE ENHANCEMENT GEOGRID SQYD 6.0000 16,620.00 0.000 0 052 SOIL DECOMPACTION SQFT 0.1500 2,145.00 0.000 0 053 ROADSIDE CLEARING LS 7,500.0000 7,500.00 0.000 0 054 WEED CONTROL MAT EA 86.0000 5,160.00 0.000 0 055 PLANT (GROUP H) EA 25.0000 7,500.00 0.000 0 056 PLANT (GROUP B) EA 75.0000 3,300.00 0.000 0 057 PLANT ESTABLISHMENT WORK LS 56,965.0000 56,965.00 0.000 0 058 FOLIAGE PROTECTOR EA 75.0000 4,350.00 0.000 0 059 2" WYE STRAINER ASSEMBLY EA 2,700.0000 2,700.00 0.000 0 060 2" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 72.0000 3,600.00 0.000 0 (F) 061 2" GALVANIZED STEEL PIPE (SUPPLY LINE ON LF 105.0000 49,875.00 0.000 0 (F) BRIDGE) 062 FLOW METER EA 2,000.0000 2,000.00 0.000 0 063 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 064 CAM COUPLER ASSEMBLY EA 2,000.0000 2,000.00 0.000 0 065 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 9.0000 6,480.00 0.000 0 (F) LINE) 066 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 10.0000 3,900.00 0.000 0 (F) LINE) 067 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 11.0000 825.00 0.000 0 (F) LINE) 068 2" PLASTIC PIPE (CLASS 315) (SUPPLY LF 20.0000 2,200.00 0.000 0 (F) LINE) 069 1" BALL VALVE EA 1,300.0000 3,900.00 0.000 0 070 2" BALL VALVE EA 1,500.0000 3,000.00 0.000 0 071 8" WELDED STEEL PIPE CONDUIT LF 275.0000 30,250.00 0.000 0 072 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,600.0000 4,800.00 0.000 0 073 DRY SEED (SQFT) SQFT 0.1800 1,818.00 0.000 0 074 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5700 14,307.00 0.000 0 075 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.8300 2,656.00 0.000 0 076 HYDROMULCH SQFT 0.1800 9,576.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 05/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J5504 TIME 01:18 PM ESTIMATE NO. 001 BID OPENING 11/18/25 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: NIKZAD, ALI DATE OF THIS ESTIMATE 05/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 FIBER ROLLS LF 5.4200 8,509.40 0.000 0 078 HYDROSEED SQFT 0.2000 8,500.00 0.000 0 079 INCORPORATE MATERIALS SQFT 0.6000 15,060.00 0.000 0 080 CLASS 2 AGGREGATE BASE (CY) CY 130.0000 110,500.00 0.000 0 081 HOT MIX ASPHALT (TYPE A) TON 150.0000 505,500.00 0.000 0 082 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 180.0000 158,400.00 0.000 0 083 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 084 TACK COAT TON 5,350.0000 16,050.00 0.000 0 085 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 13.0000 52,650.00 0.000 0 086 96" PERMANENT STEEL CASING LF 1,254.0000 264,594.00 0.000 0 087 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 495.0000 650,430.00 0.000 0 088 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 675.0000 847,800.00 0.000 0 089 84" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 3,600.0000 540,000.00 0.000 0 090 96" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 3,400.0000 717,400.00 0.000 0 091 84" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 3,900.0000 444,600.00 0.000 0 (ROCK SOCKET) 092 STRUCTURAL CONCRETE, BRIDGE (ULTRA HIGH CF 725.0000 95,700.00 0.000 0 (F) PERFORMANCE CONCRETE) 093 STRUCTURAL CONCRETE, BRIDGE CY 3,600.0000 1,443,600.00 0.000 0 (F) 094 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 2,200.0000 1,518,000.00 0.000 0 (F) FIBER) 095 STRUCTURAL CONCRETE, RETAINING WALL CY 1,300.0000 669,500.00 0.000 0 (F) 096 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,600.0000 284,800.00 0.000 0 (F) N) 097 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,400.0000 61,600.00 0.000 0 (F) 098 ULTRA HIGH PERFORMANCE CONCRETE MOCK-UP EA 41,000.0000 82,000.00 0.000 0 (F) 099 CONCRETE SURFACE TEXTURE (FLAGSTONE) SQFT 45.0000 184,500.00 0.000 0 100 FURNISH PRECAST PRESTRESSED CONCRETE EA 52,000.0000 624,000.00 0.000 0 WIDE FLANGE GIRDER (80'-90') 101 FURNISH PRECAST PRESTRESSED CONCRETE EA 75,000.0000 450,000.00 0.000 0 WIDE FLANGE GIRDER (120'-130') 102 FURNISH PRECAST CONCRETE ABUTMENT EA 57,000.0000 342,000.00 0.000 0 SEGMENT 103 FURNISH PRECAST CONCRETE PIER CAP EA 116,000.0000 696,000.00 0.000 0 SEGMENT PROGRAM CAS145 PAGE 5 DATE 05/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J5504 TIME 01:18 PM ESTIMATE NO. 001 BID OPENING 11/18/25 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: NIKZAD, ALI DATE OF THIS ESTIMATE 05/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH PRECAST CONCRETE WINGWALL EA 21,000.0000 42,000.00 0.000 0 105 ERECT PRECAST PRESTRESSED CONCRETE EA 24,000.0000 432,000.00 0.000 0 GIRDER 106 ERECT PRECAST CONCRETE ABUTMENT SEGMENT EA 28,000.0000 168,000.00 0.000 0 107 ERECT PRECAST CONCRETE WINGWALL EA 28,000.0000 56,000.00 0.000 0 108 ERECT PRECAST CONCRETE PIER CAP SEGMENT EA 20,000.0000 120,000.00 0.000 0 109 PIPE PIN LB 5.0000 65,755.00 0.000 0 (F) 110 JOINT SEAL (MR 1 1/2") LF 275.0000 46,200.00 0.000 0 111 BAR REINFORCING STEEL (BRIDGE) LB 1.4900 672,809.50 0.000 0 (F) 112 BAR REINFORCING STEEL (RETAINING WALL) LB 1.2800 114,560.00 0.000 0 (F) 113 PEDESTRIAN BARRICADE EA 1,500.0000 4,500.00 0.000 0 114 PUBLIC SAFETY PLAN LS 15,000.0000 15,000.00 0.000 0 115 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.1000 6,105.00 0.000 0 116 FURNISH POLYESTER CONCRETE OVERLAY CF 125.0000 104,125.00 0.000 0 117 PLACE POLYESTER CONCRETE OVERLAY SQFT 10.0000 55,500.00 0.000 0 (F) 118 BRIDGE REMOVAL LS 533,000.0000 533,000.00 0.000 0 119 18" ALTERNATIVE PIPE CULVERT LF 270.0000 78,300.00 0.000 0 120 BIORETENTION CY 340.0000 33,320.00 0.000 0 121 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 280.0000 8,120.00 0.000 0 (.064" THICK) 122 24" CORRUGATED STEEL PIPE ENERGY EA 4,000.0000 4,000.00 0.000 0 DISSIPATOR (.064" THICK) 123 24" WELDED STEEL PIPE CASING (BRIDGE) LF 600.0000 47,400.00 0.000 0 124 REMOVE CULVERT (LF) LF 200.0000 14,400.00 0.000 0 125 REMOVE HEADWALL EA 2,500.0000 2,500.00 0.000 0 126 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 1,000.0000 2,500.00 0.000 0 METHOD B) (CY) 127 MINOR CONCRETE (CURB) (CY) CY 900.0000 11,700.00 0.000 0 128 MINOR CONCRETE (RETAINING CURB) CY 1,000.0000 3,500.00 0.000 0 129 DETECTABLE WARNING SURFACE SQFT 45.0000 3,375.00 0.000 0 130 MINOR CONCRETE (SIDEWALK) CY 900.0000 27,000.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 05/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J5504 TIME 01:18 PM ESTIMATE NO. 001 BID OPENING 11/18/25 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: NIKZAD, ALI DATE OF THIS ESTIMATE 05/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 MISCELLANEOUS IRON AND STEEL LB 5.0000 6,410.00 0.000 0 (F) 132 ISOLATION CASING (NON-CORRUGATED STEEL LB 1.9000 31,730.00 0.000 0 (F) PIPE) 133 MISCELLANEOUS METAL (BRIDGE) LB 75.0000 67,500.00 0.000 0 (F) 134 RELOCATE WATER LINE (LS) LS 565,000.0000 565,000.00 0.000 0 135 PREPARE AND STAIN CONCRETE SQFT 4.3000 17,888.00 0.000 0 136 PRECAST CONCRETE BAT HOUSE EA 1,000.0000 24,000.00 0.000 0 137 TEMPORARY FENCE (TYPE CL-6) LF 15.7500 6,300.00 0.000 0 138 CHAIN LINK FENCE (TYPE CL-6) LF 28.8300 30,559.80 0.000 0 139 REMOVE FENCE LF 9.8500 8,668.00 0.000 0 140 REMOVE PAVEMENT MARKER EA 6.0000 1,200.00 0.000 0 141 PAVEMENT MARKER (RETROREFLECTIVE) EA 20.0000 9,800.00 0.000 0 142 TREATMENT BEST MANAGEMENT PRACTICE EA 100.0000 200.00 0.000 0 MARKER 143 REMOVE ROADSIDE SIGN EA 150.0000 1,200.00 0.000 0 144 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.7500 1,413.75 0.000 0 (0.063"-UNFRAMED) 145 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 34.0000 850.00 0.000 0 (0.080"-UNFRAMED) 146 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.5000 270.00 0.000 0 (0.063"-FRAMED) 147 ROADSIDE SIGN - ONE POST EA 375.0000 3,000.00 0.000 0 148 ROADSIDE SIGN - TWO POST EA 550.0000 550.00 0.000 0 149 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 450.00 0.000 0 METHOD) 150 TUBULAR BICYCLE RAILING LF 130.0000 108,290.00 0.000 0 (F) 151 PEDESTRIAN RAILING LF 292.0000 174,908.00 0.000 0 (F) 152 ALTERNATIVE CRASH CUSHION TL-3 EA 45,800.0000 137,400.00 0.000 0 153 REMOVE GUARDRAIL LF 13.5000 3,510.00 0.000 0 154 CONCRETE BARRIER (TYPE 85) LF 420.0000 197,400.00 0.000 0 (F) 155 CONCRETE BARRIER (TYPE 85B) LF 414.0000 78,660.00 0.000 0 156 CONCRETE BARRIER (TYPE 85 MODIFIED) LF 472.0000 174,640.00 0.000 0 (F) 157 6" THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 28,840.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 7 DATE 05/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J5504 TIME 01:18 PM ESTIMATE NO. 001 BID OPENING 11/18/25 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: NIKZAD, ALI DATE OF THIS ESTIMATE 05/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 6" THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 392.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 159 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 9.0000 8,910.00 0.000 0 MARKING (ENHANCED WET NIGHT VISIBILITY) 160 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 2,640.00 0.000 0 161 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 7.0000 1,120.00 0.000 0 162 12" RUMBLE STRIP (ASPHALT CONCRETE STA 1,450.0000 20,300.00 0.000 0 PAVEMENT) 163 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 7.5000 11,175.00 0.000 0 (WARRANTY) 164 TEMPORARY SIGNAL SYSTEMS LS 105,000.0000 105,000.00 0.000 0 165 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 423,750.0000 423,750.00 0.000 0 166 MODIFYING TRAFFIC MONITORING STATIONS LS 12,500.0000 12,500.00 0.000 0 167 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 168 RISER SPRINKLER ASSEMBLY EA 35.0000 1,540.00 0.000 0 169 WOOD MULCH CY 1,000.0000 500.00 0.000 0 170 GEOSYNTHETIC PAVEMENT INTERLAYER (PAVING SQYD 12.0300 33,323.10 0.000 0 GRID) PROGRAM CAS145 PAGE 8 DATE 05/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J5504 TIME 01:18 PM ESTIMATE NO. 001 BID OPENING 11/18/25 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: NIKZAD, ALI DATE OF THIS ESTIMATE 05/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 185,996.00 185,996.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 185,996.00 185,996.00 171 MOBILIZATION LS 2,408,000.0000 2,408,000.00 0.000 0 ORIGINAL CONTRACT AMOUNT 24,888,172.55 TOTAL WORK COMPLETED 185,996.00 185,996.00 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 185,996.00 185,996.00 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 01/13/26 875 03/19/26 03/19/26 11/13/28 5 39 0 0 1% 1% PROGRESS IS SATISFACTORY NIKZAD, ALI RESIDENT ENGINEER