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 02/20/26 EST. NO. 002 TIME 10:40 AM R.E. NAME: JASON ALSHEIKH 11-430234 --------------------------------------------------------------------------- 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 02/20/26 EST. NO. 002 TIME 10:40 AM R.E. NAME: JASON ALSHEIKH 11-430234 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 02/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430234 TIME 10:40 AM ESTIMATE NO. 002 BID OPENING 08/14/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 02/20/26 LOCATION PROGRESS ESTIMATE 11-SD-805-0.1/14.6 ----------------- GRIFFITH COMPANY SAN DIEGO COUNTY IN SAN DIEGO, CHULA VISTA 13400 SABRE SPRINGS STE 200 AND NATIONAL CITY FROM 0.3 MILE SOUTH OF SAN DIEGO CA 92128 ROUTE 805/5 SEPARATION TO ROUTE 805/15 SEPARATION FED. AID NO. ACIM-8051(647)E REPLACE CONC PVMT, CONSTRUCT AUX LANE & BI ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 0.500 1,000.00 0.500 1,000 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 175,000.0000 175,000.00 0.000 0 003 TIME-RELATED OVERHEAD (WDAY) WDAY 7,500.0000 6,750,000.00 11.000 82,500 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 132,000.00 0.000 0 005 HOURLY OFF-SITE HR 200.0000 24,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 0.014 1,400.00 0.014 1,400 007 CONSTRUCTION AREA SIGNS LS 450,000.0000 450,000.00 0.050 22,500.00 0.050 22,500 008 TRAFFIC CONTROL SYSTEM LS 6,299,994.9000 6,299,994.90 0.014 88,199.93 0.014 88,199 009 TRAFFIC CONTROL SUPERVISOR DAY 2,000.0000 1,260,000.00 0.000 0 010 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 600.0000 270,000.00 0.000 0 011 TYPE III BARRICADE EA 1,100.0000 8,800.00 0.000 0 012 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 10.2000 16,014.00 0.000 0 013 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2600 91,780.00 0.000 0 014 CHANNELIZER (SURFACE MOUNTED) EA 200.0000 24,000.00 0.000 0 015 TRAFFIC DRUM EA 80.0000 60,000.00 0.000 0 016 PORTABLE FLASHING BEACONS (EA) EA 350.0000 52,500.00 0.000 0 017 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 650.0000 409,500.00 0.000 0 SYSTEM 018 TEMPORARY PAVEMENT MARKER EA 4.2000 28,434.00 0.000 0 019 TEMPORARY BARRIER SYSTEM LF 13.0000 2,080,000.00 0.000 0 020 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 85,000.0000 85,000.00 0.000 0 021 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 10,000.0000 200,000.00 0.000 0 022 TEMPORARY CRASH CUSHION MODULE EA 250.0000 130,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 02/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430234 TIME 10:40 AM ESTIMATE NO. 002 BID OPENING 08/14/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 02/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CRASH CUSHION TL-2 EA 5,000.0000 20,000.00 0.000 0 024 TEMPORARY CRASH CUSHION TL-3 EA 2,000.0000 280,000.00 0.000 0 025 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 15,000.0000 120,000.00 0.000 0 SYSTEM 026 JOB SITE MANAGEMENT LS 350,000.0000 350,000.00 0.000 0 027 STORMWATER POLLUTION PREVENTION PLAN LS 7,500.0000 7,500.00 0.011 82.50 0.011 82 028 STORMWATER SAMPLING AND ANALYSIS DAY EA 1,200.0000 36,000.00 0.000 0 029 STORMWATER ANNUAL REPORT EA 3,000.0000 12,000.00 0.000 0 030 TEMPORARY HYDRAULIC MULCH SQYD 0.7000 16,310.00 0.000 0 031 TEMPORARY DRAINAGE INLET PROTECTION EA 325.0000 201,500.00 0.000 0 032 TEMPORARY FIBER ROLL LF 5.0000 174,000.00 0.000 0 033 TEMPORARY SILT FENCE LF 10.3000 119,480.00 0.000 0 034 TEMPORARY CONSTRUCTION ENTRANCE EA 8,500.0000 85,000.00 0.000 0 035 STREET SWEEPING LS 200,000.0000 200,000.00 0.000 0 036 TEMPORARY CONCRETE WASHOUT LS 95,000.0000 95,000.00 0.000 0 037 TEMPORARY WATER MANAGEMENT SYSTEM LS 269,000.0000 269,000.00 0.000 0 038 MANAGE SOLID WASTE GENERATED BY THE HR 200.0000 368,000.00 0.000 0 PUBLIC 039 TREATED WOOD WASTE LB 0.4000 84,000.00 0.000 0 040 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 145.0000 34,800.00 0.000 0 041 TEMPORARY PROTECTION FENCE (ROPE) LF 11.0000 102,740.00 0.000 0 042 CLEARING AND GRUBBING (LS) LS 500,000.0000 500,000.00 0.000 0 043 ROADWAY EXCAVATION CY 83.0000 3,353,200.00 0.000 0 044 ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY CY 225.0000 1,246,500.00 0.000 0 DEPOSITED LEAD) 045 ROADWAY EXCAVATION (TYPE R-1) (AERIALLY CY 30.0000 432,000.00 0.000 0 DEPOSITED LEAD) 046 STRUCTURE EXCAVATION (BRIDGE) CY 340.0000 22,780.00 0.000 0 (F) 047 STRUCTURE EXCAVATION (TYPE Z-2, AERIALLY CY 260.0000 1,245,400.00 0.000 0 DEPOSITED LEAD) 048 STRUCTURE EXCAVATION (TYPE D) CY 410.0000 6,970.00 0.000 0 (F) 049 STRUCTURE EXCAVATION (RETAINING WALL) CY 10.0000 770.00 0.000 0 (F) PROGRAM CAS145 PAGE 3 DATE 02/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430234 TIME 10:40 AM ESTIMATE NO. 002 BID OPENING 08/14/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 02/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE BACKFILL CY 55.0000 660,000.00 0.000 0 (F) 051 STRUCTURE BACKFILL (BRIDGE) CY 550.0000 54,450.00 0.000 0 (F) 052 STRUCTURE BACKFILL (RETAINING WALL) CY 170.0000 551,990.00 0.000 0 (F) 053 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 1,000.0000 189,000.00 0.000 0 (F) 054 PERVIOUS BACKFILL MATERIAL (RETAINING CY 1,400.0000 163,800.00 0.000 0 (F) WALL) 055 ROADSIDE CLEARING LS 880,000.0000 880,000.00 0.000 0 056 PRUNE EXISTING PLANTS LS 97,000.0000 97,000.00 0.000 0 057 WEED GERMINATION SQYD 0.9200 166,520.00 0.000 0 058 PACKET FERTILIZER EA 0.2500 17,375.00 0.000 0 059 SLOW-RELEASE FERTILIZER LB 0.8200 877.40 0.000 0 060 PLANT (GROUP H) (CARPOBROTUS EDULIS) EA 0.6700 99,223.65 0.000 0 (F) 061 PLANT (GROUP H) EA 7.5000 1,275.00 0.000 0 062 PLANT (GROUP A) EA 9.2000 598,000.00 0.000 0 063 PLANT (GROUP B) EA 29.5000 8,260.00 0.000 0 064 PLANT (GROUP U) EA 217.0000 182,280.00 0.000 0 065 SOD SQYD 41.0000 18,040.00 0.000 0 066 MAINTAIN EXISTING PLANTED AREAS LS 87,000.0000 87,000.00 0.000 0 067 PLANT ESTABLISHMENT WORK LS 153,000.0000 153,000.00 0.000 0 068 WOOD MULCH CY 39.0000 157,950.00 0.000 0 069 GRAVEL MULCH (TYPE 1) SQFT 3.7000 80,660.00 0.000 0 070 GRAVEL MULCH (TYPE 2) SQFT 4.7500 122,550.00 0.000 0 071 CHECK AND TEST EXISTING IRRIGATION LS 51,000.0000 51,000.00 0.000 0 FACILITIES 072 OPERATE EXISTING IRRIGATION FACILITIES LS 159,000.0000 159,000.00 0.000 0 073 REMOVE IRRIGATION FACILITY LS 103,000.0000 103,000.00 0.000 0 074 CONTROL AND NEUTRAL CONDUCTORS LS 251,000.0000 251,000.00 0.000 0 075 1" REMOTE CONTROL VALVE EA 650.0000 29,900.00 0.000 0 076 1 1/2" REMOTE CONTROL VALVE EA 680.0000 176,800.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 02/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430234 TIME 10:40 AM ESTIMATE NO. 002 BID OPENING 08/14/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 02/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 2" REMOTE CONTROL VALVE (MASTER) EA 780.0000 10,920.00 0.000 0 078 48 STATION IRRIGATION CONTROLLERS AND EA 27,000.0000 27,000.00 0.000 0 ENCLOSURE '197A' AND '197B' 079 48 STATION IRRIGATION CONTROLLERS AND EA 26,650.0000 26,650.00 0.000 0 ENCLOSURE '198A' AND '198B' 080 48 STATION IRRIGATION CONTROLLERS AND EA 26,650.0000 26,650.00 0.000 0 ENCLOSURE '199A' AND '199B' 081 48 STATION IRRIGATION CONTROLLERS AND EA 30,000.0000 30,000.00 0.000 0 ENCLOSURE '203A' AND '203B' 082 48 STATION IRRIGATION CONTROLLERS AND EA 30,000.0000 30,000.00 0.000 0 ENCLOSURE '205A' AND '205B' 083 48 STATION IRRIGATION CONTROLLERS AND EA 26,650.0000 26,650.00 0.000 0 ENCLOSURE '205C' AND '205D' 084 48 STATION IRRIGATION CONTROLLERS AND EA 26,650.0000 26,650.00 0.000 0 ENCLOSURE '208A' AND '208B' 085 48 STATION IRRIGATION CONTROLLERS AND EA 26,650.0000 26,650.00 0.000 0 ENCLOSURE '209A' AND '209B' 086 48 STATION IRRIGATION CONTROLLER AND EA 15,000.0000 15,000.00 0.000 0 ENCLOSURE '200A' 087 48 STATION IRRIGATION CONTROLLER AND EA 15,000.0000 15,000.00 0.000 0 ENCLOSURE '201A' 088 48 STATION IRRIGATION CONTROLLER AND EA 15,000.0000 15,000.00 0.000 0 ENCLOSURE '202A' 089 48 STATION IRRIGATION CONTROLLER AND EA 16,500.0000 16,500.00 0.000 0 ENCLOSURE '203C' 090 48 STATION IRRIGATION CONTROLLER AND EA 16,500.0000 16,500.00 0.000 0 ENCLOSURE '203D' 091 48 STATION IRRIGATION CONTROLLER AND EA 15,400.0000 15,400.00 0.000 0 ENCLOSURE '204A' 092 48 STATION IRRIGATION CONTROLLER AND EA 15,400.0000 15,400.00 0.000 0 ENCLOSURE '206A' 093 48 STATION IRRIGATION CONTROLLER AND EA 18,500.0000 18,500.00 0.000 0 ENCLOSURE '207A' 094 48 STATION IRRIGATION CONTROLLER AND EA 16,400.0000 16,400.00 0.000 0 ENCLOSURE '207B' 095 48 STATION IRRIGATION CONTROLLER AND EA 15,500.0000 15,500.00 0.000 0 ENCLOSURE '210A' 096 MODIFY IRRGIATION CONTROLLERS AND EA 1,025.0000 1,025.00 0.000 0 ENCLOSURE '148B' 097 MODIFY IRRGIATION CONTROLLERS AND EA 1,025.0000 1,025.00 0.000 0 ENCLOSURE '97G' 098 MODIFY IRRIGATION CONTROLLERS AND EA 1,850.0000 1,850.00 0.000 0 ENCLOSURE '84A' 099 RECYCLED WATER IDENTIFICATION AND LS 6,000.0000 6,000.00 0.000 0 WARNING SIGNS 100 4" SUPPLY LINE (BRIDGE) LF 390.0000 79,560.00 0.000 0 (F) 101 CERTIFY EXISTING BACKFLOW PREVENTERS LS 8,500.0000 8,500.00 0.000 0 102 2" BACKFLOW PREVENTER ASSEMBLY EA 7,200.0000 7,200.00 0.000 0 103 FLOW SENSOR EA 1,750.0000 24,500.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 02/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430234 TIME 10:40 AM ESTIMATE NO. 002 BID OPENING 08/14/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 02/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 TREE WELL SPRINKLER ASSEMBLY EA 63.0000 132,930.00 0.000 0 105 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 68.0000 60,520.00 0.000 0 106 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 115.0000 116,150.00 0.000 0 107 RISER SPRINKLER ASSEMBLY EA 46.0000 368.00 0.000 0 108 POP-UP SPRINKLER ASSEMBLY EA 48.0000 432.00 0.000 0 109 REPLACE VALVE BOX COVER EA 73.0000 40,150.00 0.000 0 110 2" GATE VALVE EA 775.0000 55,025.00 0.000 0 111 3" GATE VALVE EA 1,540.0000 43,120.00 0.000 0 112 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.6000 403,596.60 0.000 0 (F) LINE) 113 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 7.0000 186,431.00 0.000 0 (F) (SUPPLY LINE) 114 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 7.2000 69,206.40 0.000 0 (F) (SUPPLY LINE) 115 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 7.5000 117,450.00 0.000 0 (F) LINE) 116 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 12.3000 46,986.00 0.000 0 (F) (SUPPLY LINE) 117 3" PLASTIC PIPE (CLASS 315) (SUPPLY LF 16.0000 452,432.00 0.000 0 (F) LINE) 118 2" COMBINATION AIR RELEASE VALVE EA 1,540.0000 33,880.00 0.000 0 119 PVC PIPE CONDUIT LF 360.0000 172,800.00 0.000 0 120 PVC PIPE CONDUIT (SLEEVE) LF 323.0000 89,148.00 0.000 0 (F) 121 8" CORRUGATED HIGH DENSITY POLYETHYLENE LF 118.0000 102,660.00 0.000 0 PIPE CONDUIT 122 HYDROSEED SQFT 0.1200 190,800.00 0.000 0 123 COMPOST (CY) CY 51.0000 132,600.00 0.000 0 124 INCORPORATE MATERIALS SQFT 0.0900 24,030.00 0.000 0 125 CLASS 2 AGGREGATE BASE (CY) CY 50.0000 720,000.00 0.000 0 126 LEAN CONCRETE BASE RAPID SETTING CY 465.0000 1,506,600.00 0.000 0 127 BASE BOND BREAKER SQYD 4.0000 15,640.00 0.000 0 128 ASPHALTIC EMULSION (FOG SEAL COAT) TON 5,000.0000 9,000.00 0.000 0 129 HOT MIX ASPHALT (TYPE A) TON 141.0000 3,948,000.00 0.000 0 130 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 162.0000 3,256,200.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 02/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430234 TIME 10:40 AM ESTIMATE NO. 002 BID OPENING 08/14/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 02/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 15.0000 40,350.00 0.000 0 132 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 7.0000 13,300.00 0.000 0 133 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 7.0000 1,610.00 0.000 0 134 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 7.0000 107,800.00 0.000 0 135 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 7.0000 81,200.00 0.000 0 136 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 150.0000 18,000.00 0.000 0 AREA) 137 TACK COAT TON 900.0000 153,000.00 0.000 0 138 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 2.0000 24,200.00 0.000 0 139 REMOVE ASPHALT CONCRETE DIKE LF 2.5000 72,500.00 0.000 0 140 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.5000 868,500.00 0.000 0 141 JOINTED PLAIN CONCRETE PAVEMENT CY 460.0000 6,854,000.00 0.000 0 142 JOINTED PLAIN CONCRETE PAVEMENT (RSC) CY 665.0000 5,339,950.00 0.000 0 143 DRILL AND BOND (DOWEL BAR) EA 28.0000 59,640.00 0.000 0 144 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 1,600.0000 1,472,000.00 0.000 0 145 JOINT SEAL (SILICONE) LF 9.0000 405,900.00 0.000 0 146 ISOLATION JOINT SEAL (SILICONE) LF 8.0000 576,000.00 0.000 0 147 GRIND EXISTING CONCRETE PAVEMENT SQYD 4.2000 1,209,600.00 0.000 0 148 SOIL NAIL LF 66.5000 1,314,971.00 0.000 0 149 RETAINING WALL STEM (TYPE 6) SQFT 60.0000 330,000.00 0.000 0 (F) 150 RETAINING WALL (MASONRY WALL) SQFT 120.0000 68,880.00 0.000 0 (F) 151 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,300.0000 219,700.00 0.000 0 152 48" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,025.0000 183,475.00 0.000 0 153 72" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,900.0000 389,500.00 0.000 0 154 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,560.0000 655,200.00 0.000 0 (SIGN FOUNDATION) 155 72" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 2,000.0000 520,000.00 0.000 0 (SIGN FOUNDATION) 156 PRESTRESSING CAST-IN-PLACE CONCRETE LS 123,000.0000 123,000.00 0.000 0 157 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 2,660.0000 34,580.00 0.000 0 (F) PROGRAM CAS145 PAGE 7 DATE 02/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430234 TIME 10:40 AM ESTIMATE NO. 002 BID OPENING 08/14/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 02/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 STRUCTURAL CONCRETE, BRIDGE CY 4,700.0000 1,903,500.00 0.000 0 (F) 159 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 450.0000 107,100.00 0.000 0 (F) FIBER) 160 STRUCTURAL CONCRETE, RETAINING WALL CY 1,120.0000 1,456,000.00 0.000 0 (F) 161 STRUCTURAL CONCRETE, WALL FACING CY 2,040.0000 1,905,360.00 0.000 0 162 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 5,100.0000 40,800.00 0.000 0 (F) EQ) 163 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,420.0000 62,480.00 0.000 0 (F) N) 164 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,575.0000 3,713,850.00 0.000 0 R) 165 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,200.0000 630,000.00 0.000 0 (F) 166 MINOR CONCRETE (MINOR STRUCTURE) CY 5,500.0000 88,000.00 0.000 0 (F) 167 MINOR CONCRETE (BACKFILL) CY 415.0000 90,055.00 0.000 0 (F) 168 PAVING NOTCH EXTENSION CF 350.0000 282,450.00 0.000 0 169 CONCRETE SURFACE TEXTURE (FRACTURED SQFT 34.0000 284,036.00 0.000 0 FLUTE) 170 CONCRETE SURFACE TEXTURE (FRACTURED RIB) SQFT 20.0000 178,240.00 0.000 0 171 CONCRETE SURFACE TEXTURE (ASHLAR TILE) SQFT 45.0000 290,835.00 0.000 0 172 CONCRETE SURFACE TEXTURE (LARGE SQFT 32.0000 176,000.00 0.000 0 STRIATED) 173 CONCRETE SURFACE TEXTURE (TRAPEZOIDAL SQFT 138.0000 11,868.00 0.000 0 RIB) 174 DRILL AND BOND DOWEL LF 66.0000 1,056.00 0.000 0 175 CLEAN EXPANSION JOINT LF 106.0000 71,762.00 0.000 0 176 JOINT SEAL (MR 1/2") LF 109.0000 50,031.00 0.000 0 177 JOINT SEAL (MR 1") LF 151.0000 58,135.00 0.000 0 178 JOINT SEAL (MR 1 1/2") LF 250.0000 180,500.00 0.000 0 179 JOINT SEAL (MR 2") LF 200.0000 127,400.00 0.000 0 180 JOINT SEAL (TYPE AL) LF 195.0000 32,760.00 0.000 0 181 STRIP JOINT SEAL ASSEMBLY (MR 2 1/2") LF 1,830.0000 25,620.00 0.000 0 182 STRIP JOINT SEAL ASSEMBLY (MR 3") LF 1,830.0000 25,620.00 0.000 0 183 BAR REINFORCING STEEL (SOIL NAIL WALL) LB 2.3000 136,810.90 0.000 0 184 BAR REINFORCING STEEL (WALL FACING) LB 2.0000 80,296.00 0.000 0 (F) PROGRAM CAS145 PAGE 8 DATE 02/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430234 TIME 10:40 AM ESTIMATE NO. 002 BID OPENING 08/14/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 02/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 BAR REINFORCING STEEL (BRIDGE) LB 1.6000 443,888.00 0.000 0 (F) 186 BAR REINFORCING STEEL (RETAINING WALL) LB 1.2500 399,798.75 0.000 0 (F) 187 HEADED BAR REINFORCEMENT EA 8.5000 204.00 0.000 0 (F) 188 STRUCTURAL SHOTCRETE CY 1,700.0000 447,100.00 0.000 0 (F) 189 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 8.2000 62,484.00 0.000 0 (F) WITHOUT WALKWAY) 190 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 8.2000 62,484.00 0.000 0 (F) WITHOUT WALKWAY) 191 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 8.5000 5,584,500.00 0.000 0 192 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.5000 328,500.00 0.000 0 193 ALUMINUM WALKWAY GRATING (VERSATILE SQFT 105.0000 193,200.00 0.000 0 TRUSS) 194 REMOVE PEDESTRIAN BARRICADE EA 1,350.0000 10,800.00 0.000 0 195 REMOVE SIGN STRUCTURE (EA) EA 8,350.0000 150,300.00 0.000 0 196 REMOVE BRIDGE MOUNTED SIGN EA 2,100.0000 12,600.00 0.000 0 197 MODIFY SIGN STRUCTURE EA 5,200.0000 5,200.00 0.000 0 198 PUBLIC SAFETY PLAN LS 42,000.0000 42,000.00 0.000 0 199 INJECT CRACK (EPOXY) LF 200.0000 9,600.00 0.000 0 200 RAPID SETTING CONCRETE (PATCH) CF 444.0000 104,784.00 0.000 0 201 REPAIR SPALLED SURFACE AREA SQFT 500.0000 80,000.00 0.000 0 202 REMOVE RETAINING WALL (PORTION) (CY) CY 340.0000 73,780.00 0.000 0 203 REMOVE RETAINING WALL (PORTION) (LS) LS 30,000.0000 30,000.00 0.000 0 204 REMOVE UNSOUND CONCRETE CF 530.0000 125,080.00 0.000 0 205 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.3000 24,540.10 0.000 0 206 TREAT BRIDGE DECK SQFT 1.5000 28,315.50 0.000 0 (F) 207 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 68.0000 14,280.00 0.000 0 208 BRIDGE REMOVAL (PORTION) LS 65,000.0000 65,000.00 0.000 0 209 18" REINFORCED CONCRETE PIPE LF 175.0000 117,250.00 0.000 0 210 24" REINFORCED CONCRETE PIPE LF 160.0000 328,000.00 0.000 0 211 36" REINFORCED CONCRETE PIPE LF 860.0000 73,100.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 02/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430234 TIME 10:40 AM ESTIMATE NO. 002 BID OPENING 08/14/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 02/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 48" REINFORCED CONCRETE PIPE LF 520.0000 608,400.00 0.000 0 213 18" CORRUGATED STEEL PIPE (.079" THICK) LF 380.0000 9,880.00 0.000 0 214 30" CORRUGATED STEEL PIPE (.079" THICK) LF 215.0000 126,850.00 0.000 0 215 48" CORRUGATED STEEL PIPE (.079" THICK) LF 350.0000 378,000.00 0.000 0 216 78" CORRUGATED STEEL PIPE (.138" THICK) LF 1,050.0000 1,207,500.00 0.000 0 217 4" PLASTIC PIPE (RETAINING WALL DRAIN) LF 117.0000 58,500.00 0.000 0 218 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 575.0000 29,325.00 0.000 0 (.064" THICK) 219 12" POLYMERIC SHEET COATED CORRUGATED LF 284.0000 36,920.00 0.000 0 STEEL PIPE DOWNDRAIN (0.109" THICK) 220 18" POLYMERIC SHEET COATED CORRUGATED LF 294.0000 76,440.00 0.000 0 STEEL PIPE DOWNDRAIN (0.109" THICK) 221 24" POLYMERIC SHEET COATED CORRUGATED LF 380.0000 25,080.00 0.000 0 STEEL PIPE DOWNDRAIN (0.109" THICK) 222 36" POLYMERIC SHEET COATED CORRUGATED LF 400.0000 44,000.00 0.000 0 STEEL PIPE DOWNDRAIN (0.109" THICK) 223 12" ENTRANCE TAPER EA 4,100.0000 4,100.00 0.000 0 224 DRAINAGE INLET MARKER EA 434.0000 3,472.00 0.000 0 225 36" CORRUGATED STEEL PIPE INLET (.138" LF 3,400.0000 125,800.00 0.000 0 THICK) 226 PIPE DOME (WALL DRAIN) EA 2,450.0000 124,950.00 0.000 0 227 18" CONCRETE FLARED END SECTION EA 7,400.0000 7,400.00 0.000 0 228 24" CONCRETE FLARED END SECTION EA 8,000.0000 8,000.00 0.000 0 229 36" CONCRETE FLARED END SECTION EA 9,000.0000 9,000.00 0.000 0 230 REMOVE CULVERT (LF) LF 46.0000 23,920.00 0.000 0 231 REMOVE INLET EA 2,200.0000 24,200.00 0.000 0 232 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 1,100.0000 5,500.00 0.000 0 233 ADJUST INLET EA 13,000.0000 26,000.00 0.000 0 234 CAP INLET EA 10,850.0000 21,700.00 0.000 0 235 CLEANING, INSPECTING, AND PREPARING LF 130.0000 243,100.00 0.000 0 CULVERT (LF) 236 CULVERT CONTACT GROUTING CY 30,000.0000 30,000.00 0.000 0 237 CONCRETE INVERT PAVING CY 5,100.0000 663,000.00 0.000 0 238 18" CURED-IN-PLACE PIPELINER LF 315.0000 23,310.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 02/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430234 TIME 10:40 AM ESTIMATE NO. 002 BID OPENING 08/14/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 02/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 24" CURED-IN-PLACE PIPELINER LF 395.0000 122,450.00 0.000 0 240 REMOVE SLOPE PAVING (SQYD) SQYD 125.0000 451,250.00 0.000 0 241 CONCRETE (DITCH LINING) CY 875.0000 183,750.00 0.000 0 242 SLOPE PAVING (CONCRETE) CY 1,850.0000 96,200.00 0.000 0 243 SLOPE PAVING (CONCRETE PAVERS) SQFT 23.5000 662,512.00 0.000 0 244 SLOPE PAVING (EXPOSED AGGREGATE) CY 2,700.0000 70,200.00 0.000 0 245 SLOPE PAVING (ROCK COBBLE) (SQFT) SQFT 77.0000 346,885.00 0.000 0 246 ROCK SLOPE PROTECTION (150 LB, CLASS CY 980.0000 9,800.00 0.000 0 III, METHOD B) (CY) 247 CONCRETED-ROCK SLOPE PROTECTION (1/4 T, CY 150.0000 36,000.00 0.000 0 CLASS V, METHOD A) (CY) 248 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.4000 480.00 0.000 0 249 ROCK SLOPE PROTECTION FABRIC (CLASS 10) SQYD 26.0000 728.00 0.000 0 250 MINOR CONCRETE (CURB) (CY) CY 440.0000 15,400.00 0.000 0 251 MINOR CONCRETE (GUTTER) (LF) LF 129.0000 435,375.00 0.000 0 252 DETECTABLE WARNING SURFACE SQFT 37.5000 18,375.00 0.000 0 253 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 18.5000 2,442,000.00 0.000 0 CONCRETE) 254 MINOR CONCRETE (CURB, SIDEWALK AND CURB CY 1,720.0000 378,400.00 0.000 0 RAMP) 255 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 78.0000 63,960.00 0.000 0 256 REMOVE CONCRETE (CURB AND GUTTER) LF 16.0000 25,600.00 0.000 0 257 PRE/POST CONSTRUCTION SURVEYS EA 2,700.0000 32,400.00 0.000 0 258 MISCELLANEOUS IRON AND STEEL LB 6.8000 147,634.80 0.000 0 (F) 259 MISCELLANEOUS METAL (BRIDGE) LB 21.0000 15,624.00 0.000 0 (F) 260 PAINT CURB (2-COAT) SQFT 4.2000 4,410.00 0.000 0 261 PREPARE AND STAIN CONCRETE SQFT 36.0000 45,144.00 0.000 0 262 STAIN GALVANIZED SURFACES (LS) LS 150,000.0000 150,000.00 0.000 0 263 CHAIN LINK FENCE (TYPE CL-3.5) (MOD) LF 39.0000 144,300.00 0.000 0 264 CHAIN LINK FENCE (TYPE CL-6) LF 41.0000 90,610.00 0.000 0 265 3' CHAIN LINK GATE (TYPE CL-3.5) EA 1,600.0000 1,600.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 02/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430234 TIME 10:40 AM ESTIMATE NO. 002 BID OPENING 08/14/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 02/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 6' CHAIN LINK GATE (TYPE CL-6) EA 2,100.0000 2,100.00 0.000 0 267 REMOVE CHAIN LINK FENCE LF 10.5000 23,205.00 0.000 0 268 REMOVE DELINEATOR EA 52.0000 2,652.00 0.000 0 269 LANE SEPARATION SYSTEMS (EA) EA 250.0000 35,000.00 0.000 0 270 DELINEATOR (CLASS 1) EA 130.0000 53,300.00 0.000 0 271 GUARD RAILING DELINEATOR EA 35.0000 26,600.00 0.000 0 272 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.6000 150,640.00 0.000 0 273 TREATMENT BEST MANAGEMENT PRACTICE EA 310.0000 1,550.00 0.000 0 MARKER 274 REMOVE ROADSIDE SIGN EA 155.0000 11,470.00 0.000 0 275 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 139.0000 1,112.00 0.000 0 BRACKET METHOD) 276 RELOCATE ROADSIDE SIGN EA 515.0000 1,545.00 0.000 0 277 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 46.0000 319,240.00 0.000 0 278 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 43.0000 12,900.00 0.000 0 279 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 15,600.00 0.000 0 (0.063"-UNFRAMED) 280 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 12,880.00 0.000 0 (0.080"-UNFRAMED) 281 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 31.0000 15,500.00 0.000 0 (0.063"-FRAMED) 282 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 32.0000 19,520.00 0.000 0 (0.080"-FRAMED) 283 ROADSIDE SIGN - ONE POST EA 451.0000 76,670.00 0.000 0 284 ROADSIDE SIGN - TWO POST EA 1,180.0000 31,860.00 0.000 0 285 SIGN POST SUPPORT SYSTEM EA 4,300.0000 64,500.00 0.000 0 286 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 231.0000 4,620.00 0.000 0 METHOD) 287 INSTALL SIGN (MAST ARM MOUNTED) EA 500.0000 2,000.00 0.000 0 288 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 10.0000 1,700.00 0.000 0 289 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 164.0000 4,428.00 0.000 0 POST 290 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 44.0000 430,760.00 0.000 0 291 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 46.0000 316,940.00 0.000 0 292 VEGETATION CONTROL (MINOR CONCRETE) SQYD 108.0000 36,720.00 0.000 0 PROGRAM CAS145 PAGE 12 DATE 02/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430234 TIME 10:40 AM ESTIMATE NO. 002 BID OPENING 08/14/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 02/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 293 DECORATIVE RAILING (BRIDGE) LF 715.0000 599,170.00 0.000 0 294 DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL LF 65.0000 5,200.00 0.000 0 POST) 295 CONCRETE BARRIER (TYPE 60MD MODIFIED) LF 152.0000 377,872.00 0.000 0 296 CONCRETE BARRIER (TYPE 60SD MODIFIED) LF 985.0000 119,185.00 0.000 0 297 CONCRETE BARRIER (TYPE 60M MODIFIED) 1 LF 620.0000 62,000.00 0.000 0 298 CONCRETE BARRIER (TYPE 60M MODIFIED) 2 LF 635.0000 222,250.00 0.000 0 299 CABLE RAILING LF 47.0000 125,772.00 0.000 0 (F) 300 TRANSITION RAILING (TYPE AGT) EA 5,000.0000 70,000.00 0.000 0 301 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,540.0000 30,800.00 0.000 0 302 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 4,300.0000 73,100.00 0.000 0 303 BURIED POST END ANCHOR (TYPE B-S) EA 3,800.0000 19,000.00 0.000 0 304 ALTERNATIVE CRASH CUSHION TL-3 EA 42,500.0000 127,500.00 0.000 0 305 CONCRETE BARRIER (TYPE 60M) LF 320.0000 316,800.00 0.000 0 306 CONCRETE BARRIER (TYPE 60MS) LF 1,500.0000 15,000.00 0.000 0 307 CONCRETE BARRIER (TYPE 60MA MODIFIED) LF 425.0000 56,100.00 0.000 0 308 CONCRETE BARRIER (TYPE 60R) LF 650.0000 273,000.00 0.000 0 309 CONCRETE BARRIER TRANSITION LF 1,340.0000 432,820.00 0.000 0 (F) 310 CONCRETE BARRIER (TYPE 842) LF 288.0000 181,440.00 0.000 0 311 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 305.0000 58,865.00 0.000 0 (F) 312 REMOVE GUARDRAIL LF 10.0000 148,000.00 0.000 0 313 SALVAGE METAL BRIDGE RAILING LF 125.0000 21,375.00 0.000 0 314 REMOVE CONCRETE BARRIER LF 134.0000 113,230.00 0.000 0 315 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 7.2500 221,850.00 0.000 0 WET NIGHT VISIBILITY) 316 PREFORMED THERMOPLASTIC PAVEMENT MARKING SQFT 13.0000 393,900.00 0.000 0 317 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 600.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 318 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 6,100.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) PROGRAM CAS145 PAGE 13 DATE 02/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430234 TIME 10:40 AM ESTIMATE NO. 002 BID OPENING 08/14/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 02/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 319 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 502,500.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 320 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 2,034.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 321 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 5,320.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 322 12" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 137,500.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 323 REMOVE PAVEMENT MARKING SQFT 6.2500 9,812.50 0.000 0 324 REMOVE TRAFFIC STRIPE LF 0.9500 702,050.00 0.000 0 325 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 6.2500 7,562.50 0.000 0 326 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 2.6000 130,520.00 0.000 0 (WARRANTY) (BROKEN 12-3) 327 12" TRAFFIC STRIPE TAPE WITH CONTRAST LF 15.5000 49,445.00 0.000 0 (WARRANTY) 328 CONTRAST STRIPE PAINT (2-COAT) LF 0.2500 98,000.00 0.000 0 329 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 2.0000 5,440.00 0.000 0 (BROKEN 8-4) 330 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 9.0000 325,800.00 0.000 0 (WARRANTY) 331 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.0000 27,360.00 0.000 0 (WARRANTY) (BROKEN 17-7) 332 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.2000 1,628,800.00 0.000 0 (WARRANTY) (BROKEN 36-12) 333 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 12.0000 101,280.00 0.000 0 (WARRANTY) 334 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.2000 258,240.00 0.000 0 (WARRANTY) (BROKEN 36-12) 335 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 27,500.0000 27,500.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 336 ELECTRIC SERVICE FOR IRRIGATION LS 170,000.0000 170,000.00 0.000 0 337 FIBER OPTIC CABLE SYSTEMS LS 6,800,000.0000 6,800,000.00 0.000 0 338 TEMPORARY LIGHTING SYSTEMS LS 740,000.0000 740,000.00 0.000 0 339 MODIFYING CAMERA SYSTEMS LS 635,000.0000 635,000.00 0.000 0 340 BIKE TRAIL LIGHTING SYSTEMS LS 1,120,000.0000 1,120,000.00 0.000 0 341 MODIFYING LIGHTING SYSTEMS LS 1,300,000.0000 1,300,000.00 0.000 0 342 MODIFYING SIGN ILLUMINATION SYSTEMS LS 160,000.0000 160,000.00 0.000 0 343 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 3,260,000.0000 3,260,000.00 0.000 0 344 MODIFYING RAMP METERING SYSTEMS LS 2,040,000.0000 2,040,000.00 0.000 0 PROGRAM CAS145 PAGE 14 DATE 02/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430234 TIME 10:40 AM ESTIMATE NO. 002 BID OPENING 08/14/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 02/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 345 MODIFYING CHANGEABLE MESSAGE SIGN LS 460,000.0000 460,000.00 0.000 0 SYSTEMS 346 MODIFYING MICROWAVE VEHICLE DETECTION LS 18,000.0000 18,000.00 0.000 0 SYSTEMS 347 MODIFYING CENSUS SYSTEM LS 530,000.0000 530,000.00 0.000 0 348 MODIFYING TRAFFIC MONITORING STATION LS 845,000.0000 845,000.00 0.000 0 SYSTEMS 349 MODIFYING HIGH SPEED WEIGH-IN-MOTION LS 770,000.0000 770,000.00 0.000 0 SYSTEMS 350 SUBSURFACE LOCATORS LS 198,000.0000 198,000.00 0.000 0 351 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 352 ASBESTOS COMPLIANCE PLAN LS 10,000.0000 10,000.00 0.000 0 PROGRAM CAS145 PAGE 15 DATE 02/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430234 TIME 10:40 AM ESTIMATE NO. 002 BID OPENING 08/14/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 02/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 113,182.43 195,682.43 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 113,182.43 195,682.43 353 MOBILIZATION LS 12,500,000.0000 12,500,000.00 0.000 0 ORIGINAL CONTRACT AMOUNT 138,758,858.00 TOTAL WORK COMPLETED 113,182.43 195,682.43 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 113,182.43 195,682.43 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 10/23/25 1150 12/17/25 12/17/25 08/20/32 13 30 0 0 0% 1% PROGRESS IS SATISFACTORY JASON ALSHEIKH RESIDENT ENGINEER