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 09/16/26 EST. NO. 009 TIME 10:05 AM 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 --------------------------------------------------------------------------- 009 0006 30,461.20 E.W. @ F.A.(+) 022326 N 0013.1 019 0013 5,689.06 E.W. @ F.A.(+) 072826 N 0112.0 0014 3,126.19 080526 N 0131.1 39,276.45 TOTAL THIS ESTIMATE 670,241.04 TOTAL PREVIOUS ESTIMATE 709,517.49 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 09/16/26 EST. NO. 009 TIME 10:05 AM 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 09/16/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1Q7214 TIME 10:05 AM ESTIMATE NO. 009 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 09/20/26 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 09/16/26 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 1.000 3,700 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 30,210.0000 30,210.00 0.500 15,105 003 TIME-RELATED OVERHEAD (WDAY) WDAY 4,000.0000 2,800,000.00 20.000 80,000.00 168.000 672,000 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 102,000.00 1.000 6,000.00 3.000 18,000 005 HOURLY OFF-SITE HR 200.0000 16,000.00 3.000 600.00 13.000 2,600 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 276,000.0000 276,000.00 0.500 138,000 007 TRAFFIC CONTROL SYSTEM LS 5,752,000.0000 5,752,000.00 0.030 172,560.00 0.240 1,380,480 008 TRAFFIC CONTROL SUPERVISOR DAY 629.4100 314,705.00 16.000 10,070.56 106.000 66,717 009 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 462.1900 231,095.00 16.000 7,395.04 106.000 48,992 010 TYPE III BARRICADE EA 80.0000 480.00 0.000 0 011 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 7.5000 1,575.00 192.000 1,440 012 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 55,000.00 120,577.000 60,288 013 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 12,500.00 41.000 2,050 014 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 32.5000 22,750.00 23.000 747.50 171.000 5,557 SYSTEM 015 TEMPORARY BARRIER SYSTEM LF 22.0900 689,208.00 21,300.000 470,517 016 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 16,754.5800 16,754.58 0.500 8,377 017 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 11,159.1900 167,387.85 10.000 111,591 018 TEMPORARY CRASH CUSHION MODULE EA 225.0000 6,300.00 28.000 6,300 019 TEMPORARY CRASH CUSHION TL-3 EA 4,274.8200 145,343.88 15.000 64,122 020 JOB SITE MANAGEMENT LS 196,050.0900 196,050.09 0.030 5,881.50 0.240 47,052 021 STORMWATER POLLUTION PREVENTION PLAN LS 3,000.0000 3,000.00 0.750 2,250 022 STORMWATER SAMPLING AND ANALYSIS DAY EA 777.0000 10,878.00 6.000 4,662 PROGRAM CAS145 PAGE 2 DATE 09/16/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1Q7214 TIME 10:05 AM ESTIMATE NO. 009 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 09/20/26 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 09/16/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 3,000 024 TEMPORARY DRAINAGE INLET PROTECTION EA 137.3200 17,851.60 111.000 15,242 025 TEMPORARY FIBER ROLL LF 5.2600 13,833.80 4,038.000 21,239 026 TEMPORARY GRAVEL BAG BERM LF 13.9800 279.60 0.000 0 027 TEMPORARY CONSTRUCTION ENTRANCE EA 5,594.5500 22,378.20 3.000 16,783 028 STREET SWEEPING LS 47,250.0000 47,250.00 0.030 1,417.50 0.240 11,340 029 TEMPORARY CONCRETE WASHOUT LS 6,314.0500 6,314.05 0.030 189.42 0.240 1,515 030 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.5000 37,800.00 17,895.000 26,842 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 0.030 175.39 0.240 1,403 033 REMOVE CONCRETE (CY) CY 206.9900 5,381.74 2.070 428 034 TEMPORARY HIGH-VISIBILITY FENCE LF 5.4000 18,900.00 4,244.000 22,917 035 CLEARING AND GRUBBING (LS) LS 446,712.0000 446,712.00 0.650 290,362 036 ROADWAY EXCAVATION CY 87.8800 1,028,196.00 2,248.350 197,585.00 10,104.500 887,983 037 ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY CY 243.0100 646,406.60 2,660.000 646,406 DEPOSITED LEAD) 038 ROADWAY EXCAVATION (TYPE COM) (AERIALLY CY 97.5000 111,150.00 1,019.800 99,430 DEPOSITED LEAD) 039 STRUCTURE EXCAVATION (RETAINING WALL) CY 98.3600 674,356.16 1,836.000 180,588.96 4,493.000 441,931 (F) 040 STRUCTURE EXCAVATION, RETAINING WALL CY 76.1000 156,005.00 2,050.000 156,005 (F) (SOUND WALL) 041 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 120.1900 156,727.76 1,304.000 156,727 (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 73.000 6,269.97 1,161.000 99,718 (F) 044 STRUCTURE BACKFILL, RETAINING WALL CY 79.4700 96,158.70 1,210.000 96,158 (F) (SOUND WALL ) 045 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 178.2300 4,990.44 10.920 1,946 (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 1.000 13,500 FACILITIES 049 OPERATE EXISTING IRRIGATION FACILITIES LS 13,500.0000 13,500.00 0.300 4,050 PROGRAM CAS145 PAGE 3 DATE 09/16/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1Q7214 TIME 10:05 AM ESTIMATE NO. 009 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 09/20/26 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 09/16/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.200 1,300 051 CONTROL AND NEUTRAL CONDUCTORS LS 83,000.0000 83,000.00 1.000 83,000 (ARMOR-CLAD) 052 1" REMOTE CONTROL VALVE EA 700.0000 1,400.00 1.000 700.00 1.000 700 053 1 1/2" REMOTE CONTROL VALVE EA 900.0000 3,600.00 2.000 1,800 054 1 1/2" WYE STRAINER ASSEMBLY EA 1,100.0000 2,200.00 1.000 1,100 055 CERTIFY EXISTING BACKFLOW PREVENTERS LS 1,000.0000 1,000.00 1.000 1,000 056 2 1/2" GATE VALVE EA 2,500.0000 2,500.00 1.000 2,500 057 3" GATE VALVE EA 3,000.0000 3,000.00 1.000 3,000 058 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 15.0000 300.00 20.000 300 (F) (SUPPLY LINE) 059 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 20.0000 16,000.00 800.000 16,000 (F) LINE) 060 3" PLASTIC PIPE (CLASS 315) (SUPPLY LF 24.0000 6,480.00 270.000 6,480 (F) LINE) 061 QUICK COUPLING VALVE EA 1,500.0000 1,500.00 1.000 1,500.00 1.000 1,500 062 1 1/2" BALL VALVE EA 1,000.0000 1,000.00 1.000 1,000 063 12" WELDED STEEL PIPE CONDUIT LF 250.0000 20,000.00 80.000 20,000 064 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 1,286.180 80,797.83 5,631.000 353,739 071 ASPHALT TREATED PERMEABLE BASE CY 215.5500 140,107.50 490.290 105,682 072 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 28.330 2,900.71 4,553.040 466,185 076 GEOSYNTHETIC PAVEMENT INTERLAYER (PAVING SQYD 4.6100 12,216.50 0.000 0 FABRIC) PROGRAM CAS145 PAGE 4 DATE 09/16/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1Q7214 TIME 10:05 AM ESTIMATE NO. 009 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 09/20/26 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 09/16/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 64,485.04 120.600 3,456.40 498.600 14,289 AREA) 083 TACK COAT TON 1,544.3400 107,486.07 2.130 3,289 084 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 2,203.200 17,206 086 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.1200 580,920.00 8,012.500 33,011 087 SOIL NAIL LF 38.0000 1,092,690.00 1,563.000 59,394.00 28,755.000 1,092,690 088 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 758,130.00 683.000 758,130 (F) (SOUND WALL) 090 STRUCTURAL CONCRETE, RETAINING WALL CY 1,002.0000 2,247,486.00 136.000 136,272.00 813.000 814,626 (F) 091 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,420.5700 370,347.21 28.000 67,775 (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 41.000 45,543 (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 96,149.000 324,983.62 224,155.000 757,643 (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 77,731.000 142,247 (F) 099 BAR REINFORCING STEEL, RETAINING WALL LB 2.2000 166,562.00 75,710.000 166,562 (F) (SOUND WALL) 100 SCULPTED SHOTCRETE SQFT 51.0000 629,901.00 6,250.000 318,750 101 STRUCTURAL SHOTCRETE CY 450.0000 383,850.00 65.640 29,538.00 945.440 425,448 (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 09/16/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1Q7214 TIME 10:05 AM ESTIMATE NO. 009 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 09/20/26 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 09/16/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,024.000 150,806.88 11,040.000 550,564 (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 277,840.00 920.000 277,840 108 CONCRETE BACKFILL (PIPE TRENCH) CY 1,110.8100 114,524.52 13.100 14,551 (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 -31.700 -5,139.20 26.600 4,312 111 18" REINFORCED CONCRETE PIPE LF 198.5600 675,104.00 31.700 6,294.35 1,112.500 220,898 112 24" REINFORCED CONCRETE PIPE LF 423.2600 55,023.80 87.100 36,865.95 121.800 51,553 113 30" REINFORCED CONCRETE PIPE LF 353.8400 272,456.80 5.300 1,875 114 18" CORRUGATED STEEL PIPE (.064" THICK) LF 128.1100 30,746.40 184.500 23,636 115 3" PLASTIC PIPE UNDERDRAIN LF 38.1200 10,673.60 280.000 10,673 116 4" PLASTIC PIPE (RETAINING WALL DRAIN) LF 42.9000 14,586.00 328.100 14,075 117 3" SLOTTED PLASTIC PIPE UNDERDRAIN LF 8.0700 24,048.60 2,972.000 23,984 118 GEOCOMPOSITE DRAIN SQFT 3.0000 5,610.00 570.000 1,710.00 1,865.000 5,595 119 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 4.000 9,069 122 ABANDON CULVERT (EA) EA 11,299.5000 11,299.50 1.000 11,299 123 REMOVE CULVERT (LF) LF 27.4400 73,539.20 -4.200 -115.25 1,301.700 35,718 124 REMOVE INLET EA 912.4800 35,586.72 14.000 12,774 125 ADJUST INLET EA 5,652.8900 16,958.67 0.000 0 126 CAP INLET EA 4,209.2800 12,627.84 -1.000 -4,209.28 2.000 8,418 127 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 09/16/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1Q7214 TIME 10:05 AM ESTIMATE NO. 009 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 09/20/26 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 09/16/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 6.400 6,091 METHOD B) (CY) 133 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 15.3500 736.80 21.400 328 134 MINOR CONCRETE (GUTTER) (LF) LF 100.5300 237,954.51 0.000 0 135 DETECTABLE WARNING SURFACE SQFT 80.0000 20,800.00 78.190 6,255.20 125.870 10,069 136 MINOR CONCRETE (CURB AND GUTTER) CY 1,752.3400 91,121.68 5.920 10,373.85 9.510 16,664 137 MINOR CONCRETE (BRUSHED CONCRETE) SQFT 15.4500 185,400.00 5,216.000 80,587 138 MINOR CONCRETE (CURB, SIDEWALK AND CURB CY 2,452.3200 95,640.48 -3.590 -8,803.83 14.710 36,073 RAMP) 139 REMOVE CONCRETE CURB AND SIDEWALK (LF) LF 37.9400 16,314.20 138.370 5,249 140 REMOVE CONCRETE (CURB AND GUTTER) LF 17.8500 25,525.50 348.060 6,212 141 PRE/POST CONSTRUCTION SURVEYS EA 1,150.0000 32,200.00 14.000 16,100 142 MISCELLANEOUS IRON AND STEEL LB 6.9300 160,401.78 3,912.000 27,110 (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 0.750 37,500 (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 1,879.000 4,133 151 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 8.000 240 154 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.5000 35,365.00 907.000 4,988 155 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 09/16/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1Q7214 TIME 10:05 AM ESTIMATE NO. 009 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 09/20/26 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 09/16/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 217,980.00 175.000 7,350 171 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 50.000 4,950.00 50.000 4,950 173 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 1.000 4,375 176 END CAP (TYPE A) EA 100.0000 700.00 0.000 0 177 END CAP (TYPE TC-M) EA 100.0000 800.00 1.000 100 178 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 1.000 27,800 180 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 3,950.0000 106,650.00 1.000 3,950 181 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 10.000 2,250.00 10.000 2,250 183 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 09/16/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1Q7214 TIME 10:05 AM ESTIMATE NO. 009 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 09/20/26 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 09/16/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 68.000 14,960.00 238.000 52,360 187 CONCRETE BARRIER (TYPE 60MP) LF 735.8400 16,188.48 0.000 0 188 CONCRETE BARRIER TRANSITION LF 814.7300 408,179.73 51.000 41,551.23 66.000 53,772 (F) 189 CONCRETE BARRIER (TYPE 842A) LF 183.0000 166,164.00 371.000 67,893 (F) 190 REMOVE GUARDRAIL LF 10.0000 37,700.00 80.000 800 191 REMOVE CONCRETE BARRIER LF 39.6200 43,978.20 919.180 36,417 192 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 116,600.00 122,327.000 67,279 197 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 1,260.00 1,388.000 8,328 198 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 0.003 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 0.503 22,635 SYSTEM ELEMENTS DURING CONSTRUCTION 209 MAINTAINING EXISTING FIBER OPTIC CABLE LS 100,000.0000 100,000.00 0.503 50,300 SYSTEMS AND ELECTRONIC TOLLING SYSTEMS DURING CONSTRUCTION 210 RAMP METERING SYSTEM LS 8,000,000.0000 8,000,000.00 0.089 712,000.00 0.190 1,520,000 PROGRAM CAS145 PAGE 9 DATE 09/16/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1Q7214 TIME 10:05 AM ESTIMATE NO. 009 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 09/20/26 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 09/16/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.013 55,055.00 0.241 1,020,635 212 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 0.030 26,325.00 0.794 696,735 215 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 0.006 147,000.00 0.139 3,405,500 217 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 0.684 342,000 220 TEMPORARY ELECTRONIC TOLLING SYSTEMS LS 235,000.0000 235,000.00 0.025 5,875 221 MODIFYING CAMERA SYSTEMS LS 165,000.0000 165,000.00 0.000 0 222 MODIFYING LIGHTING SYSTEMS LS 275,000.0000 275,000.00 0.055 15,125.00 0.211 58,025 223 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 0.159 180,465 SYSTEMS 227 MODIFYING ELECTRONIC TOLLING SYSTEMS LS 1,107,500.0000 1,107,500.00 0.034 37,655 228 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 229 POTHOLE UNDERGROUND UTILITIES EA 894.4900 44,724.50 25.000 22,362 230 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 30,600.00 941.000 31,994 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 09/16/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1Q7214 TIME 10:05 AM ESTIMATE NO. 009 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 09/20/26 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 09/16/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,522,278.30 21,127,237.04 ADJUSTMENT OF COMPENSATION 0.00 40,785.25 EXTRA WORK 39,276.45 668,732.24 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,561,554.75 21,836,754.53 237 MOBILIZATION LS 9,300,000.0000 9,300,000.00 0.950 8,835,000 ORIGINAL CONTRACT AMOUNT 93,523,406.06 TOTAL WORK COMPLETED 2,561,554.75 30,671,754.53 MATERIALS ON HAND ON SITE 320,335.66 1,952,023.96 DEDUCTIONS 0.00 0.00 TOTAL 2,881,890.41 32,623,778.49 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 09/16/26 172 19 0 0 32% 25% PROGRESS IS SATISFACTORY DIKE, EDDIE RESIDENT ENGINEER