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 01/19/26 EST. NO. 001 TIME 01:45 PM R.E. NAME: DIKE, EDDIE 04-1Q7214 --------------------------------------------------------------------------- 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 01/19/26 EST. NO. 001 TIME 01:45 PM R.E. NAME: DIKE, EDDIE 04-1Q7214 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 01/19/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1Q7214 TIME 01:45 PM ESTIMATE NO. 001 BID OPENING 07/30/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/26 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 01/19/26 LOCATION RERUN PROGRESS ESTIMATE 04-VAR ----------------------- BAY CITIES PAVING & GRADING, ALAMEDA, CONTRA COSTA AND SOLANO COUNTIES INC. AT VARIOUS LOCATIONS 1450 CIVIC CT BLDG B #400 CONCORD CA 94520 FED. AID NO. ACIM-000C(568)E INSTALL FIBER OPTIC CABLE SYSTEM, RAMP MET ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,700.0000 3,700.00 0.000 0 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 30,210.0000 30,210.00 0.250 7,552.50 0.250 7,552 003 TIME-RELATED OVERHEAD (WDAY) WDAY 4,000.0000 2,800,000.00 9.000 36,000.00 9.000 36,000 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 102,000.00 0.000 0 005 HOURLY OFF-SITE HR 200.0000 16,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 276,000.0000 276,000.00 0.500 138,000.00 0.500 138,000 007 TRAFFIC CONTROL SYSTEM LS 5,752,000.0000 5,752,000.00 0.000 0 008 TRAFFIC CONTROL SUPERVISOR DAY 629.4100 314,705.00 0.000 0 009 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 462.1900 231,095.00 0.000 0 010 TYPE III BARRICADE EA 80.0000 480.00 0.000 0 011 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 7.5000 1,575.00 0.000 0 012 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 55,000.00 0.000 0 013 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 12,500.00 0.000 0 014 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 32.5000 22,750.00 0.000 0 SYSTEM 015 TEMPORARY BARRIER SYSTEM LF 22.0900 689,208.00 0.000 0 016 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 16,754.5800 16,754.58 0.000 0 017 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 11,159.1900 167,387.85 0.000 0 018 TEMPORARY CRASH CUSHION MODULE EA 225.0000 6,300.00 0.000 0 019 TEMPORARY CRASH CUSHION TL-3 EA 4,274.8200 145,343.88 0.000 0 020 JOB SITE MANAGEMENT LS 196,050.0900 196,050.09 0.000 0 021 STORMWATER POLLUTION PREVENTION PLAN LS 3,000.0000 3,000.00 0.750 2,250.00 0.750 2,250 022 STORMWATER SAMPLING AND ANALYSIS DAY EA 777.0000 10,878.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 01/19/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1Q7214 TIME 01:45 PM ESTIMATE NO. 001 BID OPENING 07/30/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/26 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 01/19/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 DRAINAGE INLET PROTECTION EA 137.3200 17,851.60 0.000 0 025 TEMPORARY FIBER ROLL LF 5.2600 13,833.80 0.000 0 026 TEMPORARY GRAVEL BAG BERM LF 13.9800 279.60 0.000 0 027 TEMPORARY CONSTRUCTION ENTRANCE EA 5,594.5500 22,378.20 0.000 0 028 STREET SWEEPING LS 47,250.0000 47,250.00 0.000 0 029 TEMPORARY CONCRETE WASHOUT LS 6,314.0500 6,314.05 0.000 0 030 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.5000 37,800.00 0.000 0 STRIPE (HAZARDOUS WASTE) 031 TREATED WOOD WASTE LB 0.8300 58,183.00 0.000 0 032 NOISE MONITORING LS 5,846.3400 5,846.34 0.000 0 033 REMOVE CONCRETE (CY) CY 206.9900 5,381.74 0.000 0 034 TEMPORARY HIGH-VISIBILITY FENCE LF 5.4000 18,900.00 0.000 0 035 CLEARING AND GRUBBING (LS) LS 446,712.0000 446,712.00 0.000 0 036 ROADWAY EXCAVATION CY 87.8800 1,028,196.00 0.000 0 037 ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY CY 243.0100 646,406.60 0.000 0 DEPOSITED LEAD) 038 ROADWAY EXCAVATION (TYPE COM) (AERIALLY CY 97.5000 111,150.00 0.000 0 DEPOSITED LEAD) 039 STRUCTURE EXCAVATION (RETAINING WALL) CY 98.3600 674,356.16 0.000 0 (F) 040 STRUCTURE EXCAVATION, RETAINING WALL CY 76.1000 156,005.00 0.000 0 (F) (SOUND WALL) 041 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 120.1900 156,727.76 0.000 0 (F) 042 STRUCTURE BACKFILL (SLURRY CEMENT) CY 1,110.8100 220,940.11 0.000 0 (F) 043 STRUCTURE BACKFILL (RETAINING WALL) CY 85.8900 441,216.93 0.000 0 (F) 044 STRUCTURE BACKFILL, RETAINING WALL CY 79.4700 96,158.70 0.000 0 (F) (SOUND WALL ) 045 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 178.2300 4,990.44 0.000 0 (F) 046 IMPORTED BORROW (CY) CY 1.0000 490.00 0.000 0 047 WOOD MULCH CY 100.0000 4,000.00 0.000 0 048 CHECK AND TEST EXISTING IRRIGATION LS 13,500.0000 13,500.00 0.000 0 FACILITIES 049 OPERATE EXISTING IRRIGATION FACILITIES LS 13,500.0000 13,500.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 01/19/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1Q7214 TIME 01:45 PM ESTIMATE NO. 001 BID OPENING 07/30/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/26 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 01/19/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE IRRIGATION FACILITY LS 6,500.0000 6,500.00 0.000 0 051 CONTROL AND NEUTRAL CONDUCTORS LS 83,000.0000 83,000.00 0.000 0 (ARMOR-CLAD) 052 1" REMOTE CONTROL VALVE EA 700.0000 1,400.00 0.000 0 053 1 1/2" REMOTE CONTROL VALVE EA 900.0000 3,600.00 0.000 0 054 1 1/2" WYE STRAINER ASSEMBLY EA 1,100.0000 2,200.00 0.000 0 055 CERTIFY EXISTING BACKFLOW PREVENTERS LS 1,000.0000 1,000.00 0.000 0 056 2 1/2" GATE VALVE EA 2,500.0000 2,500.00 0.000 0 057 3" GATE VALVE EA 3,000.0000 3,000.00 0.000 0 058 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 15.0000 300.00 0.000 0 (F) (SUPPLY LINE) 059 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 20.0000 16,000.00 0.000 0 (F) LINE) 060 3" PLASTIC PIPE (CLASS 315) (SUPPLY LF 24.0000 6,480.00 0.000 0 (F) LINE) 061 QUICK COUPLING VALVE EA 1,500.0000 1,500.00 0.000 0 062 1 1/2" BALL VALVE EA 1,000.0000 1,000.00 0.000 0 063 12" WELDED STEEL PIPE CONDUIT LF 250.0000 20,000.00 0.000 0 064 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 600.0000 18,000.00 0.000 0 065 HYDROMULCH SQFT 0.0800 13,840.00 0.000 0 066 FIBER ROLLS LF 5.2400 129,952.00 0.000 0 067 HYDROSEED SQFT 0.1600 7,712.00 0.000 0 068 COMPOST (CY) CY 46.6400 18,189.60 0.000 0 069 INCORPORATE MATERIALS SQFT 0.1900 9,158.00 0.000 0 070 CLASS 2 AGGREGATE BASE (CY) CY 62.8200 586,110.60 0.000 0 071 ASPHALT TREATED PERMEABLE BASE CY 215.5500 140,107.50 0.000 0 072 HIGH FRICTION SURFACE TREATMENT SQYD 32.0000 224,000.00 0.000 0 073 REPLACE ASPHALT CONCRETE SURFACING CY 103.1100 17,528.70 0.000 0 074 PRIME COAT TON 2,038.6700 115,796.46 0.000 0 075 HOT MIX ASPHALT (TYPE A) TON 102.3900 2,938,593.00 0.000 0 076 GEOSYNTHETIC PAVEMENT INTERLAYER (PAVING SQYD 4.6100 12,216.50 0.000 0 FABRIC) PROGRAM CAS145 PAGE 4 DATE 01/19/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1Q7214 TIME 01:45 PM ESTIMATE NO. 001 BID OPENING 07/30/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/26 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 01/19/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 9.9800 9,680.60 0.000 0 078 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 10.0200 20,440.80 0.000 0 079 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 10.0100 13,813.80 0.000 0 080 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 10.0200 49,198.20 0.000 0 081 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 10.6800 38,234.40 0.000 0 082 Q7214 HOT MIX ASPHALT (MISCELLANEOUS SQYD 28.6600 64,485.04 0.000 0 AREA) 083 TACK COAT TON 1,544.3400 107,486.07 0.000 0 084 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 5.0600 8,045.40 0.000 0 085 REMOVE ASPHALT CONCRETE DIKE LF 7.8100 40,768.20 0.000 0 086 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.1200 580,920.00 0.000 0 087 SOIL NAIL LF 38.0000 1,092,690.00 0.000 0 088 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 3,000.0000 90,000.00 0.000 0 (SIGN FOUNDATION) 089 STRUCTURE CONCRETE, RETAINING WALL CY 1,110.0000 758,130.00 0.000 0 (F) (SOUND WALL) 090 STRUCTURAL CONCRETE, RETAINING WALL CY 1,002.0000 2,247,486.00 0.000 0 (F) 091 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,420.5700 370,347.21 0.000 0 (F) 092 MINOR CONCRETE (MINOR STRUCTURE) CY 4,130.0000 70,210.00 0.000 0 (F) 093 MINOR CONCRETE (BACKFILL) CY 1,110.8100 237,713.34 0.000 0 (F) 094 ARCHITECTURAL TREATMENT, RETAINING WALL SQFT 23.0000 104,650.00 0.000 0 095 DRILL AND BOND DOWEL (CHEMICAL LF 174.0000 3,480.00 0.000 0 ADHESIVE)(LF) 096 BAR REINFORCING STEEL (SOIL NAIL WALL) LB 3.3800 757,643.90 0.000 0 (F) 097 BAR REINFORCING STEEL LB 4.5000 8,505.00 0.000 0 (F) 098 BAR REINFORCING STEEL (RETAINING WALL) LB 1.8300 460,116.90 0.000 0 (F) 099 BAR REINFORCING STEEL, RETAINING WALL LB 2.2000 166,562.00 0.000 0 (F) (SOUND WALL) 100 SCULPTED SHOTCRETE SQFT 51.0000 629,901.00 0.000 0 101 STRUCTURAL SHOTCRETE CY 450.0000 383,850.00 0.000 0 (F) 102 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 8.4000 257,880.00 0.000 0 103 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.6500 19,955.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 01/19/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1Q7214 TIME 01:45 PM ESTIMATE NO. 001 BID OPENING 07/30/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/26 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 01/19/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 REMOVE SIGN STRUCTURE WALKWAY (EA) EA 1,500.0000 7,500.00 0.000 0 105 SOUND WALL (MASONRY BLOCK) SQFT 49.8700 550,564.80 0.000 0 (F) 106 ACCESS GATE (SOUND WALL) EA 3,500.0000 3,500.00 0.000 0 (F) 107 REMOVE SOUND WALL (LF) LF 302.0000 277,840.00 0.000 0 108 CONCRETE BACKFILL (PIPE TRENCH) CY 1,110.8100 114,524.52 0.000 0 (F) 109 TRASH NET (DOWNDRAIN) EA 14,921.4000 119,371.20 0.000 0 110 15" PLASTIC PIPE LF 162.1200 4,377.24 0.000 0 111 18" REINFORCED CONCRETE PIPE LF 198.5600 675,104.00 0.000 0 112 24" REINFORCED CONCRETE PIPE LF 423.2600 55,023.80 0.000 0 113 30" REINFORCED CONCRETE PIPE LF 353.8400 272,456.80 0.000 0 114 18" CORRUGATED STEEL PIPE (.064" THICK) LF 128.1100 30,746.40 0.000 0 115 3" PLASTIC PIPE UNDERDRAIN LF 38.1200 10,673.60 0.000 0 116 4" PLASTIC PIPE (RETAINING WALL DRAIN) LF 42.9000 14,586.00 0.000 0 117 3" SLOTTED PLASTIC PIPE UNDERDRAIN LF 8.0700 24,048.60 0.000 0 118 GEOCOMPOSITE DRAIN SQFT 3.0000 5,610.00 0.000 0 119 PIPE DOME (WALL DRAIN) EA 221.2300 9,512.89 0.000 0 120 GRATED LINE DRAIN LF 523.1400 209,256.00 0.000 0 121 INLET DEPRESSION EA 2,267.3900 111,102.11 0.000 0 122 ABANDON CULVERT (EA) EA 11,299.5000 11,299.50 0.000 0 123 REMOVE CULVERT (LF) LF 27.4400 73,539.20 0.000 0 124 REMOVE INLET EA 912.4800 35,586.72 0.000 0 125 ADJUST INLET EA 5,652.8900 16,958.67 0.000 0 126 CAP INLET EA 4,209.2800 12,627.84 0.000 0 127 18" ALTERNATIVE PIPELINER LF 225.0000 83,250.00 0.000 0 128 24" ALTERNATIVE PIPELINER LF 285.0000 31,350.00 0.000 0 129 42" ALTERNATIVE PIPELINER LF 430.0000 184,900.00 0.000 0 130 CONCRETE (DITCH LINING) CY 1,571.8400 204,339.20 0.000 0 PROGRAM CAS145 PAGE 6 DATE 01/19/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1Q7214 TIME 01:45 PM ESTIMATE NO. 001 BID OPENING 07/30/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/26 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 01/19/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 ROCK SLOPE PROTECTION (300 LB, CLASS IV, CY 942.2000 2,167.06 0.000 0 METHOD B) (CY) 132 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 951.8000 7,614.40 0.000 0 METHOD B) (CY) 133 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 15.3500 736.80 0.000 0 134 MINOR CONCRETE (GUTTER) (LF) LF 100.5300 237,954.51 0.000 0 135 DETECTABLE WARNING SURFACE SQFT 80.0000 20,800.00 0.000 0 136 MINOR CONCRETE (CURB AND GUTTER) CY 1,752.3400 91,121.68 0.000 0 137 MINOR CONCRETE (BRUSHED CONCRETE) SQFT 15.4500 185,400.00 0.000 0 138 MINOR CONCRETE (CURB, SIDEWALK AND CURB CY 2,452.3200 95,640.48 0.000 0 RAMP) 139 REMOVE CONCRETE CURB AND SIDEWALK (LF) LF 37.9400 16,314.20 0.000 0 140 REMOVE CONCRETE (CURB AND GUTTER) LF 17.8500 25,525.50 0.000 0 141 PRE/POST CONSTRUCTION SURVEYS EA 1,150.0000 32,200.00 0.000 0 142 MISCELLANEOUS IRON AND STEEL LB 6.9300 160,401.78 0.000 0 (F) 143 SIGNAL AND LIGHTING (CITY) LS 107,500.0000 107,500.00 0.000 0 144 MAINTAINING EXISTING ELECTRICAL SYSTEMS LS 50,000.0000 50,000.00 0.000 0 (CITY) (LS) 145 PREPARE AND STAIN SHOTCRETE SQFT 7.0000 86,457.00 0.000 0 146 STAIN GALVANIZED SURFACES (LF) LF 24.0000 56,808.00 0.000 0 147 6' CHAIN LINK GATE (TYPE CL-6) EA 2,200.0000 4,400.00 0.000 0 148 REMOVE CHAIN LINK FENCE LF 200.0000 2,400.00 0.000 0 149 RECONSTRUCT CHAIN LINK FENCE LF 95.0000 3,990.00 0.000 0 150 REMOVE PAVEMENT MARKER EA 2.2000 11,242.00 0.000 0 151 DELINEATOR (CLASS 1) EA 55.0000 18,700.00 0.000 0 152 CONCRETE BARRIER DELINEATOR EA 30.0000 210.00 0.000 0 153 GUARD RAILING DELINEATOR EA 30.0000 18,600.00 0.000 0 154 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.5000 35,365.00 0.000 0 155 TREATMENT BEST MANAGEMENT PRACTICE EA 30.0000 480.00 0.000 0 MARKER 156 OBJECT MARKER (TYPE P) EA 100.0000 5,200.00 0.000 0 157 REMOVE ROADSIDE SIGN EA 100.0000 17,000.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 01/19/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1Q7214 TIME 01:45 PM ESTIMATE NO. 001 BID OPENING 07/30/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/26 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 01/19/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 150.0000 8,700.00 0.000 0 BRACKET METHOD) 159 REMOVE SIGN PANEL EA 850.0000 5,950.00 0.000 0 160 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 37.7500 24,915.00 0.000 0 161 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.5000 43,925.00 0.000 0 (0.063"-UNFRAMED) 162 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.2500 56,730.00 0.000 0 (0.080"-UNFRAMED) 163 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 28.7500 9,775.00 0.000 0 (0.063"-FRAMED) 164 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 27.7500 45,510.00 0.000 0 (0.080"-FRAMED) 165 METAL (BARRIER MOUNTED SIGN) LB 16.0000 26,400.00 0.000 0 166 ROADSIDE SIGN - ONE POST EA 375.0000 101,250.00 0.000 0 167 ROADSIDE SIGN - TWO POST EA 600.0000 34,800.00 0.000 0 168 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 31,000.00 0.000 0 METHOD) 169 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 18.0000 11,880.00 0.000 0 170 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 42.0000 217,980.00 0.000 0 171 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 46.0000 135,700.00 0.000 0 172 VEGETATION CONTROL (MINOR CONCRETE) SQYD 99.0000 457,380.00 0.000 0 173 CONCRETE BARRIER (TYPE 60MD MODIFIED) LF 150.0000 477,600.00 0.000 0 (F) 174 CABLE RAILING LF 45.0000 160,290.00 0.000 0 (F) 175 TRANSITION RAILING (TYPE AGT) EA 4,375.0000 43,750.00 0.000 0 176 END CAP (TYPE A) EA 100.0000 700.00 0.000 0 177 END CAP (TYPE TC-M) EA 100.0000 800.00 0.000 0 178 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,900.0000 49,400.00 0.000 0 179 ALTERNATIVE CRASH CUSHION TL-2 EA 27,800.0000 166,800.00 0.000 0 180 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 3,950.0000 106,650.00 0.000 0 181 ALTERNATIVE CRASH CUSHION TL-3 EA 36,500.0000 36,500.00 0.000 0 182 CONCRETE BARRIER (TYPE 60M) LF 225.0000 463,500.00 0.000 0 183 CONCRETE BARRIER (TYPE 60MC) LF 421.7100 156,032.70 0.000 0 184 CONCRETE BARRIER (TYPE 60MG) LF 425.0000 27,200.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 01/19/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1Q7214 TIME 01:45 PM ESTIMATE NO. 001 BID OPENING 07/30/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/26 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 01/19/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 CONCRETE BARRIER (TYPE 60MGF) LF 610.0000 103,700.00 0.000 0 186 CONCRETE BARRIER (TYPE 60MS) LF 220.0000 138,600.00 0.000 0 187 CONCRETE BARRIER (TYPE 60MP) LF 735.8400 16,188.48 0.000 0 188 CONCRETE BARRIER TRANSITION LF 814.7300 408,179.73 0.000 0 (F) 189 CONCRETE BARRIER (TYPE 842A) LF 183.0000 166,164.00 0.000 0 (F) 190 REMOVE GUARDRAIL LF 10.0000 37,700.00 0.000 0 191 REMOVE CONCRETE BARRIER LF 39.6200 43,978.20 0.000 0 192 REMOVE CRASH CUSHION EA 1,069.0700 1,069.07 0.000 0 193 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 8.0000 102,400.00 0.000 0 WET NIGHT VISIBILITY) 194 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.7500 114,275.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 195 12" THERMOPLASTIC TRAFFIC STRIPE LF 7.0000 81,900.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 196 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 116,600.00 0.000 0 197 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 1,260.00 0.000 0 198 12" TRAFFIC STRIPE TAPE WITH CONTRAST LF 20.0000 12,200.00 0.000 0 (WARRANTY) 199 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 4.0000 33,760.00 0.000 0 (BROKEN 17-7) 200 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 4.0000 86,400.00 0.000 0 (BROKEN 36-12) 201 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 9.0000 94,500.00 0.000 0 202 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 4.0000 42,400.00 0.000 0 (BROKEN 36-12) 203 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 14.0000 32,200.00 0.000 0 (WARRANTY) 204 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 5.5000 7,150.00 0.000 0 (WARRANTY) (BROKEN 17-7) 205 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 5.5000 77,550.00 0.000 0 (WARRANTY) (BROKEN 36-12) 206 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 15.0000 3,000.00 0.000 0 (WARRANTY) 207 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 6.5000 33,800.00 0.000 0 (WARRANTY) (BROKEN 36-12) 208 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 45,000.0000 45,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 209 MAINTAINING EXISTING FIBER OPTIC CABLE LS 100,000.0000 100,000.00 0.000 0 SYSTEMS AND ELECTRONIC TOLLING SYSTEMS DURING CONSTRUCTION 210 RAMP METERING SYSTEM LS 8,000,000.0000 8,000,000.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 01/19/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1Q7214 TIME 01:45 PM ESTIMATE NO. 001 BID OPENING 07/30/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/26 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 01/19/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 211 TRAFFIC MONITORING STATION SYSTEM LS 4,235,000.0000 4,235,000.00 0.000 0 212 MODIFYING RECTANGULAR RAPID FLASHING LS 46,315.0000 46,315.00 0.000 0 BEACON SYSTEMS 213 CHANGEABLE MESSAGE SIGN SYSTEM LS 332,255.0000 332,255.00 0.000 0 214 VARIABLE MESSAGE SIGN SYSTEM LS 877,500.0000 877,500.00 0.000 0 215 CAMERA SYSTEMS LS 710,000.0000 710,000.00 0.000 0 216 FIBER OPTIC CABLE SYSTEMS LS 24,500,000.0000 24,500,000.00 0.000 0 217 FIBER OPTIC CABLE SYSTEMS (BRIDGE) LS 475,500.0000 475,500.00 0.000 0 218 MODIFYING FIBER OPTIC CABLE SYSTEMS LS 935,500.0000 935,500.00 0.000 0 219 TEMPORARY LIGHTING SYSTEMS LS 500,000.0000 500,000.00 0.000 0 220 TEMPORARY ELECTRONIC TOLLING SYSTEMS LS 235,000.0000 235,000.00 0.000 0 221 MODIFYING CAMERA SYSTEMS LS 165,000.0000 165,000.00 0.000 0 222 MODIFYING LIGHTING SYSTEMS LS 275,000.0000 275,000.00 0.000 0 223 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 2,700,000.0000 2,700,000.00 0.000 0 224 MODIFYING CHANGEABLE MESSAGE SIGN LS 31,500.0000 31,500.00 0.000 0 SYSTEMS 225 MODIFYING INTERCONNECTION CONDUIT AND LS 500,000.0000 500,000.00 0.000 0 CABLE 226 MODIFYING TRAFFIC MONITORING STATION LS 1,135,000.0000 1,135,000.00 0.000 0 SYSTEMS 227 MODIFYING ELECTRONIC TOLLING SYSTEMS LS 1,107,500.0000 1,107,500.00 0.000 0 228 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 229 POTHOLE UNDERGROUND UTILITIES EA 894.4900 44,724.50 0.000 0 230 CONCRETE BARRIER (TYPE 60MD) LF 205.0000 53,300.00 0.000 0 231 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 232 CLEANING, INSPECTING, AND PREPARING LF 34.0000 30,600.00 0.000 0 CULVERT (LF) 233 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 234 DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL LF 64.0000 3,200.00 0.000 0 POST) 235 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 236 GEOSYNTHETIC PAVEMENT INTERLAYER (PAVING SQYD 9.8800 3,359.20 0.000 0 GRID) PROGRAM CAS145 PAGE 10 DATE 01/19/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1Q7214 TIME 01:45 PM ESTIMATE NO. 001 BID OPENING 07/30/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/26 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 01/19/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 183,802.50 183,802.50 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 183,802.50 183,802.50 237 MOBILIZATION LS 9,300,000.0000 9,300,000.00 0.000 0 ORIGINAL CONTRACT AMOUNT 93,523,406.06 TOTAL WORK COMPLETED 183,802.50 183,802.50 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 183,802.50 183,802.50 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 10/24/25 700 12/18/25 12/18/25 12/18/28 11 10 0 0 0% 2% PROGRESS IS SATISFACTORY DIKE, EDDIE RESIDENT ENGINEER