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 05/19/26 EST. NO. 001 TIME 03:37 PM R.E. NAME: DIKE, EDDIE 04-0AA244 --------------------------------------------------------------------------- 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 05/19/26 EST. NO. 001 TIME 03:37 PM R.E. NAME: DIKE, EDDIE 04-0AA244 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/19/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0AA244 TIME 03:37 PM ESTIMATE NO. 001 BID OPENING 11/13/25 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: DIKE, EDDIE DATE OF THIS ESTIMATE 05/19/26 LOCATION RERUN PROGRESS ESTIMATE 04-CC-680-R0.0/R7.7 ----------------------- BAY CITIES PAVING & GRADING, CONTRA COSTA COUNTY IN SAN RAMON AND INC. DANVILLE FROM THE ALAMEDA COUNTY LINE TO 1450 CIVIC CT. BLDG B #400 0.2 MILE NORTH OF DIABLO ROAD CONCORD CA 94520 UNDERCROSSING FED. AID NO. ACIM- 680(995)E INDIVIDUAL SLAB REPLACEMENT, COLD PLAN AC ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 0.000 0 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 13,101.8500 13,101.85 0.250 3,275.46 0.250 3,275 003 TIME-RELATED OVERHEAD (LS) LS 325,000.0000 325,000.00 0.130 42,250.00 0.130 42,250 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 42,000.00 1.000 6,000.00 1.000 6,000 005 HOURLY OFF-SITE HR 200.0000 4,000.00 5.500 1,100.00 5.500 1,100 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 128,700.0000 128,700.00 0.500 64,350.00 0.500 64,350 007 TRAFFIC CONTROL SYSTEM LS 1,312,000.0000 1,312,000.00 0.130 170,560.00 0.130 170,560 008 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 487.0200 32,143.32 21.000 10,227.42 21.000 10,227 009 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 26,100.00 0.000 0 010 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 32.5000 7,800.00 29.000 942.50 29.000 942 SYSTEM 011 TEMPORARY BARRIER SYSTEM LF 19.1600 250,996.00 7,200.000 137,952.00 7,200.000 137,952 012 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 7,396.3500 7,396.35 0.000 0 013 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 6,782.9600 101,744.40 2.000 13,565.92 2.000 13,565 014 MOBILE BARRIER SYSTEM DAY 1,965.5000 943,440.00 600.000 1,179,300.00 600.000 1,179,300 015 MOBILE BARRIER TRAILER MO 27,135.5500 651,253.20 30.000 814,066.50 30.000 814,066 016 TEMPORARY CRASH CUSHION TL-3 EA 4,316.4000 207,187.20 18.000 77,695.20 18.000 77,695 017 TEMPORARY TRAFFIC SCREEN LF 6.6300 86,853.00 424.600 2,815.10 424.600 2,815 018 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 6,250.0000 6,250.00 0.000 0 SYSTEM 019 JOB SITE MANAGEMENT LS 78,755.6400 78,755.64 0.130 10,238.23 0.130 10,238 020 STORMWATER POLLUTION PREVENTION PLAN LS 2,700.0000 2,700.00 0.750 2,025.00 0.750 2,025 021 STORMWATER SAMPLING AND ANALYSIS DAY EA 425.0000 14,875.00 0.000 0 022 STORMWATER ANNUAL REPORT EA 3,000.0000 6,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 05/19/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0AA244 TIME 03:37 PM ESTIMATE NO. 001 BID OPENING 11/13/25 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: DIKE, EDDIE DATE OF THIS ESTIMATE 05/19/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.1800 495.60 0.000 0 MATRIX) 024 TEMPORARY DRAINAGE INLET PROTECTION EA 79.0800 28,468.80 150.000 11,862.00 150.000 11,862 025 TEMPORARY FIBER ROLL LF 5.2000 1,664.00 0.000 0 026 TEMPORARY CONSTRUCTION ENTRANCE EA 5,502.8500 11,005.70 0.000 0 027 STREET SWEEPING LS 179.0000 179.00 0.130 23.27 0.130 23 028 TEMPORARY CONCRETE WASHOUT LS 21,500.0000 21,500.00 0.130 2,795.00 0.130 2,795 029 TREATED WOOD WASTE LB 0.4900 64,680.00 0.000 0 030 REMOVE CONCRETE (CY) CY 624.9000 1,937.19 0.000 0 031 DITCH EXCAVATION CY 218.0900 3,925.62 0.000 0 032 SOIL DECOMPACTION SQFT 0.2600 10,140.00 0.000 0 033 ROADSIDE CLEARING LS 113,500.0000 113,500.00 0.000 0 034 ROCK BLANKET SQFT 250.0000 7,500.00 0.000 0 035 SOIL AMENDMENT CY 75.0000 900.00 0.000 0 036 PACKET FERTILIZER EA 0.2500 132.50 0.000 0 037 PLANT (GROUP A) EA 75.0000 300.00 0.000 0 038 PLANT (GROUP B) EA 42.0000 10,500.00 0.000 0 039 PLANT (GROUP U) EA 200.0000 1,400.00 0.000 0 040 PLANT ESTABLISHMENT WORK LS 24,000.0000 24,000.00 0.000 0 041 WOOD MULCH CY 104.6300 34,527.90 0.000 0 042 CHECK AND TEST EXISTING IRRIGATION LS 3,500.0000 3,500.00 0.000 0 FACILITIES 043 OPERATE EXISTING IRRIGATION FACILITIES LS 4,500.0000 4,500.00 0.000 0 044 REMOVE IRRIGATION FACILITY LS 15,500.0000 15,500.00 0.000 0 045 CONTROL AND NEUTRAL CONDUCTORS LS 16,000.0000 16,000.00 0.000 0 (ARMOR-CLAD) 046 CONTROL AND NEUTRAL CONDUCTORS LS 10,000.0000 10,000.00 0.000 0 047 1" REMOTE CONTROL VALVE EA 1,200.0000 4,800.00 0.000 0 048 1 1/2" WYE STRAINER ASSEMBLY EA 1,500.0000 1,500.00 0.000 0 049 24-32 STATION IRRIGATION CONTROLLER EA 5,000.0000 10,000.00 0.000 0 (WALL MOUNTED) PROGRAM CAS145 PAGE 3 DATE 05/19/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0AA244 TIME 03:37 PM ESTIMATE NO. 001 BID OPENING 11/13/25 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: DIKE, EDDIE DATE OF THIS ESTIMATE 05/19/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 4" SUPPLY LINE (BRIDGE) LF 198.0000 51,480.00 0.000 0 (F) 051 TREE WELL SPRINKLER ASSEMBLY EA 100.0000 900.00 0.000 0 052 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 120.0000 480.00 0.000 0 053 RISER SPRINKLER ASSEMBLY EA 40.0000 14,400.00 0.000 0 054 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.0000 20,745.00 0.000 0 (F) LINE) 055 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.0000 948.00 0.000 0 (F) LINE) 056 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 8.0000 5,384.00 0.000 0 (F) (SUPPLY LINE) 057 2" PLASTIC PIPE (CLASS 315) (SUPPLY LF 12.0000 708.00 0.000 0 (F) LINE) 058 2 1/2" PLASTIC PIPE (CLASS 315) (SUPPLY LF 14.0000 854.00 0.000 0 (F) LINE) 059 3" PLASTIC PIPE (CLASS 315) (SUPPLY LF 18.0000 5,940.00 0.000 0 (F) LINE) 060 QUICK COUPLING VALVE EA 1,200.0000 1,200.00 0.000 0 061 2" BALL VALVE EA 1,200.0000 1,200.00 0.000 0 062 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 600.0000 4,200.00 0.000 0 063 HYDROMULCH SQFT 0.1200 13,800.00 0.000 0 064 FIBER ROLLS LF 5.2600 73,114.00 0.000 0 065 HYDROSEED SQFT 0.1200 5,832.00 0.000 0 066 COMPOST (CY) CY 66.7400 16,685.00 0.000 0 067 INCORPORATE MATERIALS SQFT 0.0600 2,340.00 0.000 0 068 CLASS 2 AGGREGATE BASE (CY) CY 431.1300 25,867.80 0.000 0 069 BASE BOND BREAKER SQYD 6.0000 24,900.00 5,187.500 31,125.00 5,187.500 31,125 070 REPLACE ASPHALT CONCRETE SURFACING CY 373.1200 373,120.00 0.000 0 071 PRIME COAT TON 1,637.2700 4,911.81 0.000 0 072 HOT MIX ASPHALT (TYPE A) TON 329.6200 108,774.60 0.000 0 073 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 125.0000 4,875,000.00 0.000 0 074 GEOSYNTHETIC PAVEMENT INTERLAYER (PAVING SQYD 7.0000 2,100,000.00 0.000 0 GRID) 075 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 7.5300 22,062.90 0.000 0 076 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 7.1400 54,763.80 0.000 0 PROGRAM CAS145 PAGE 4 DATE 05/19/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0AA244 TIME 03:37 PM ESTIMATE NO. 001 BID OPENING 11/13/25 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: DIKE, EDDIE DATE OF THIS ESTIMATE 05/19/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 TACK COAT TON 540.0000 12,960.00 0.000 0 078 REMOVE ASPHALT CONCRETE DIKE LF 2.0600 21,836.00 0.000 0 079 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.2700 981,000.00 58,123.390 190,063.49 58,123.390 190,063 080 REMOVE BASE AND SURFACING CY 479.3100 14,858.61 0.000 0 081 DRILL AND BOND (DOWEL BAR) EA 40.0000 133,200.00 2,496.000 99,840.00 2,496.000 99,840 082 SPALL REPAIR (POLYESTER CONCRETE) SQYD 800.0000 168,000.00 0.000 0 083 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 900.0000 1,350,000.00 1,875.000 1,687,500.00 1,875.000 1,687,500 084 REMOVE CONCRETE PAVEMENT AND BASE CY 300.0000 450,000.00 1,875.000 562,500.00 1,875.000 562,500 085 GRIND EXISTING CONCRETE PAVEMENT SQYD 4.5000 1,548,000.00 0.000 0 086 AGGREGATE BASE (APPROACH SLAB) CY 800.0000 3,520.00 0.000 0 087 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 2,100.0000 92,400.00 0.000 0 R) 088 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,030.8899 174,250.36 0.000 0 (F) 089 PAVING NOTCH EXTENSION CF 1,300.0000 23,400.00 0.000 0 090 CLEAN EXPANSION JOINT LF 1.0000 49.00 0.000 0 091 JOINT SEAL (MR 1 1/2") LF 1.0000 72.00 0.000 0 092 FURNISH SIGN STRUCTURE (TRUSS) LB 10.7000 98,386.50 0.000 0 (F) 093 INSTALL SIGN STRUCTURE (TRUSS) LB 1.3500 12,413.25 0.000 0 (F) 094 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 10.7000 64,414.00 0.000 0 (F) WITHOUT WALKWAY) 095 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 3.1500 18,963.00 0.000 0 (F) WITHOUT WALKWAY) 096 REMOVE PEDESTRIAN BARRICADE EA 644.8100 644.81 0.000 0 097 REMOVE SIGN STRUCTURE WALKWAY (EA) EA 2,500.0000 35,000.00 0.000 0 098 REMOVE BRIDGE MOUNTED SIGN EA 4,200.0000 16,800.00 0.000 0 099 18" ALTERNATIVE CULVERT TRENCHLESS LF 940.9900 564,594.00 0.000 0 INSTALLATION METHOD 100 24" ALTERNATIVE CULVERT TRENCHLESS LF 1,226.5700 441,565.20 0.000 0 INSTALLATION METHOD 101 12" ALTERNATIVE PIPE CULVERT LF 288.2800 5,477.32 0.000 0 102 18" ALTERNATIVE PIPE CULVERT LF 280.4400 530,031.60 0.000 0 103 24" ALTERNATIVE PIPE CULVERT LF 483.8300 53,221.30 0.000 0 PROGRAM CAS145 PAGE 5 DATE 05/19/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0AA244 TIME 03:37 PM ESTIMATE NO. 001 BID OPENING 11/13/25 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: DIKE, EDDIE DATE OF THIS ESTIMATE 05/19/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 42" ALTERNATIVE PIPE CULVERT LF 605.7100 193,827.20 0.000 0 105 72" ALTERNATIVE PIPE CULVERT LF 984.1000 94,473.60 0.000 0 106 CONCRETE BACKFILL (PIPE TRENCH) (RAPID CY 2,381.3200 85,727.52 0.000 0 (F) STRENGTH CONCRETE) 107 TRASH NET (OPEN CHANNEL) EA 29,419.1200 58,838.24 0.000 0 108 18" REINFORCED CONCRETE PIPE LF 187.1800 87,974.60 0.000 0 109 18" CORRUGATED STEEL PIPE (.064" THICK) LF 141.3600 8,905.68 0.000 0 110 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 189.6700 10,052.51 0.000 0 111 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 192.6200 32,745.40 0.000 0 (.064" THICK) 112 12" ENTRANCE TAPER EA 2,323.9500 4,647.90 0.000 0 113 12" ANCHOR ASSEMBLY EA 580.1200 1,160.24 0.000 0 114 18" ANCHOR ASSEMBLY EA 613.7700 3,682.62 0.000 0 115 18" ALTERNATIVE PIPE DOWNDRAIN LF 153.5000 5,065.50 0.000 0 116 18" CORRUGATED STEEL PIPE ENERGY EA 1,620.9700 1,620.97 0.000 0 DISSIPATOR (.064" THICK) 117 GRATED LINE DRAIN LF 555.1700 32,755.03 0.000 0 118 18" CONCRETE FLARED END SECTION EA 3,602.3600 3,602.36 0.000 0 119 INLET DEPRESSION EA 3,491.6400 101,257.56 0.000 0 120 ABANDON CULVERT (EA) EA 1,683.5700 10,101.42 0.000 0 121 ABANDON CULVERT (LF) LF 56.6700 32,868.60 0.000 0 122 ABANDON INLET EA 1,427.7300 7,138.65 0.000 0 123 REMOVE CULVERT (LF) LF 44.4500 102,679.50 0.000 0 124 REMOVE SLOTTED DRAIN EA 2,632.1800 2,632.18 0.000 0 125 REMOVE DOWNDRAIN (EA) EA 4,143.7400 8,287.48 0.000 0 126 REMOVE INLET EA 1,071.5000 1,071.50 0.000 0 127 REMOVE FLARED END SECTION (EA) EA 277.0000 277.00 0.000 0 128 ADJUST FRAME AND GRATE TO GRADE EA 3,053.9700 3,053.97 0.000 0 129 18" ALTERNATIVE PIPELINER LF 491.0000 88,380.00 0.000 0 130 CLEANING, INSPECTING, AND PREPARING LF 60.0000 57,600.00 0.000 0 CULVERT (LF) PROGRAM CAS145 PAGE 6 DATE 05/19/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0AA244 TIME 03:37 PM ESTIMATE NO. 001 BID OPENING 11/13/25 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: DIKE, EDDIE DATE OF THIS ESTIMATE 05/19/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 SAND BACKFILL CY 557.3600 19,507.60 0.000 0 132 CONCRETE (DITCH LINING) CY 1,819.8787 6,005.60 0.000 0 133 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 1,065.5400 17,048.64 0.000 0 METHOD B) (CY) 134 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 21.7500 652.50 0.000 0 135 DETECTABLE WARNING SURFACE SQFT 79.9000 22,372.00 0.000 0 136 MINOR CONCRETE (CURB, SIDEWALK AND CURB CY 1,657.8600 84,550.86 0.000 0 RAMP) 137 MINOR CONCRETE (RAPID STRENGTH CONCRETE) CY 1,198.5700 491,413.70 0.000 0 138 REMOVE CONCRETE (CURB, GUTTER, AND CY 279.8200 12,591.90 0.000 0 SIDEWALK) (CY) 139 PRE/POST CONSTRUCTION SURVEYS EA 900.0000 11,700.00 0.000 0 140 MISCELLANEOUS IRON AND STEEL LB 12.0400 83,449.24 0.000 0 (F) 141 REMOVE PAVEMENT MARKER EA 3.0000 51,300.00 0.000 0 142 GUARD RAILING DELINEATOR EA 24.0000 8,640.00 0.000 0 143 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 85,500.00 0.000 0 144 TREATMENT BEST MANAGEMENT PRACTICE EA 100.0000 200.00 0.000 0 MARKER 145 OBJECT MARKER (TYPE P) EA 100.0000 2,800.00 0.000 0 146 OBJECT MARKER (TYPE R) EA 100.0000 200.00 0.000 0 147 OBJECT MARKER (TYPE L-1) EA 80.0000 1,200.00 0.000 0 148 REMOVE ROADSIDE SIGN EA 150.0000 10,200.00 0.000 0 149 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 100.0000 1,300.00 0.000 0 BRACKET METHOD) 150 REMOVE ROADSIDE SIGN PANEL EA 100.0000 700.00 0.000 0 151 REMOVE SIGN PANEL AND REMOVABLE SIGN EA 2,735.0000 43,760.00 0.000 0 PANEL FRAME 152 REMOVE SIGN PANEL EA 1,195.0000 14,340.00 0.000 0 153 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 25.0000 26,250.00 0.000 0 154 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 42.0000 193,200.00 0.000 0 155 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.2500 14,450.00 0.000 0 (0.063"-UNFRAMED) 156 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 4,620.00 0.000 0 (0.080"-UNFRAMED) 157 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 31.5000 16,380.00 0.000 0 (0.063"-FRAMED) PROGRAM CAS145 PAGE 7 DATE 05/19/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0AA244 TIME 03:37 PM ESTIMATE NO. 001 BID OPENING 11/13/25 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: DIKE, EDDIE DATE OF THIS ESTIMATE 05/19/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 33.0000 31,020.00 0.000 0 (0.080"-FRAMED) 159 ROADSIDE SIGN - ONE POST EA 375.0000 23,250.00 0.000 0 160 ROADSIDE SIGN - TWO POST EA 575.0000 22,425.00 0.000 0 161 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 2,125.00 0.000 0 METHOD) 162 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 10.1000 12,827.00 0.000 0 163 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 150.0000 750.00 0.000 0 POST 164 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 36.3500 3,635.00 0.000 0 165 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 31.5000 224,280.00 0.000 0 166 MIDWEST GUARDRAIL SYSTEM (8' WOOD POST) LF 35.7000 60,690.00 0.000 0 167 GUARDRAIL DELINEATOR (SWARO GUARD EA 20.0000 7,000.00 0.000 0 REFLECTOR) 168 VEGETATION CONTROL (MINOR CONCRETE) SQYD 122.7600 438,253.20 0.000 0 169 TRANSITION RAILING (TYPE AGT) EA 4,735.0000 47,350.00 0.000 0 170 RAIL TENSIONING ASSEMBLY EA 425.0000 7,650.00 0.000 0 171 END CAP (TYPE A) EA 535.0000 3,210.00 0.000 0 172 END CAP (TYPE TC-M) EA 215.0000 2,150.00 0.000 0 173 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,335.0000 32,040.00 0.000 0 174 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 3,480.0000 80,040.00 0.000 0 175 BURIED POST END ANCHOR (TYPE B-F) EA 1,575.0000 4,725.00 0.000 0 176 SEVERE-DUTY CRASH CUSHION TL-3 EA 42,000.0000 126,000.00 0.000 0 177 CONCRETE BARRIER (TYPE 50) LF 365.0000 102,200.00 0.000 0 178 CONCRETE BARRIER TRANSITION LF 1,481.0300 210,306.26 0.000 0 (F) 179 REMOVE GUARDRAIL LF 3.7000 34,817.00 0.000 0 180 REMOVE CONCRETE BARRIER LF 673.9600 29,654.24 0.000 0 181 REMOVE CONCRETE BARRIER (TYPE 50) LF 163.6800 45,830.40 0.000 0 182 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 7.0000 141,400.00 0.000 0 WET NIGHT VISIBILITY) 183 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 13,460.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) PROGRAM CAS145 PAGE 8 DATE 05/19/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0AA244 TIME 03:37 PM ESTIMATE NO. 001 BID OPENING 11/13/25 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: DIKE, EDDIE DATE OF THIS ESTIMATE 05/19/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 184 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9500 162,450.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 185 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9500 2,850.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 186 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9500 82,555.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 187 12" THERMOPLASTIC TRAFFIC STRIPE LF 0.9500 12,065.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 188 12" RUMBLE STRIP (ASPHALT CONCRETE STA 41.7400 54,262.00 0.000 0 PAVEMENT) 189 12" RUMBLE STRIP (CONCRETE PAVEMENT) STA 313.4500 81,497.00 0.000 0 190 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 1.9500 33,150.00 0.000 0 (WARRANTY) (BROKEN 12-3) 191 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 2.0000 280.00 0.000 0 192 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 2.0000 11,340.00 0.000 0 (BROKEN 17-7) 193 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 2.0000 10,840.00 0.000 0 194 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 2.0000 8,900.00 0.000 0 (WARRANTY) 195 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 1.9500 325,650.00 0.000 0 (WARRANTY) (BROKEN 18-12) 196 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 2.0000 9,720.00 0.000 0 (WARRANTY) (BROKEN 36-12) 197 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 4,275.0000 4,275.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 198 MAINTAINING EXISTING FIBER OPTIC CABLE LS 28,525.0000 28,525.00 0.000 0 SYSTEMS AND ELECTRONIC TOLLING SYSTEMS DURING CONSTRUCTION 199 MODIFYING RECTANGULAR RAPID FLASHING LS 8,360.0000 8,360.00 0.000 0 BEACON SYSTEMS 200 MODIFYING FIBER OPTIC CABLE SYSTEMS LS 56,550.0000 56,550.00 0.000 0 201 MODIFYING LIGHTING SYSTEMS LS 400,000.0000 400,000.00 0.000 0 202 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 550,000.0000 550,000.00 0.000 0 203 MODIFYING RAMP METERING SYSTEMS LS 200,000.0000 200,000.00 0.000 0 204 MODIFYING INTERCONNECTION CONDUIT AND LS 100,000.0000 100,000.00 0.000 0 CABLE 205 MODIFYING TRAFFIC MONITORING STATION LS 699,700.0000 699,700.00 0.000 0 SYSTEMS 206 MODIFYING ELECTRONIC TOLLING SYSTEMS LS 76,475.0000 76,475.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 05/19/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0AA244 TIME 03:37 PM ESTIMATE NO. 001 BID OPENING 11/13/25 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: DIKE, EDDIE DATE OF THIS ESTIMATE 05/19/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 5,122,072.09 5,122,072.09 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 5,122,072.09 5,122,072.09 207 MOBILIZATION LS 2,800,000.0000 2,800,000.00 0.750 2,100,000.00 0.750 2,100,000 ORIGINAL CONTRACT AMOUNT 28,968,311.50 TOTAL WORK COMPLETED 7,222,072.09 7,222,072.09 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 7,222,072.09 7,222,072.09 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 01/26/26 475 03/23/26 03/23/26 02/29/28 32 10 0 0 24% 7% PROGRESS IS SATISFACTORY DIKE, EDDIE RESIDENT ENGINEER