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 01/21/26 EST. NO. 001 TIME 12:36 PM 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 01/21/26 EST. NO. 001 TIME 12:36 PM 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 01/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430234 TIME 12:36 PM ESTIMATE NO. 001 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 01/20/26 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 01/21/26 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 0.000 0 002 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 82,500.00 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 0.000 0 007 CONSTRUCTION AREA SIGNS LS 450,000.0000 450,000.00 0.000 0 008 TRAFFIC CONTROL SYSTEM LS 6,299,994.9000 6,299,994.90 0.000 0 009 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 01/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430234 TIME 12:36 PM ESTIMATE NO. 001 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 01/20/26 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 01/21/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 028 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 01/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430234 TIME 12:36 PM ESTIMATE NO. 001 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 01/20/26 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 01/21/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 01/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430234 TIME 12:36 PM ESTIMATE NO. 001 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 01/20/26 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 01/21/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 01/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430234 TIME 12:36 PM ESTIMATE NO. 001 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 01/20/26 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 01/21/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 01/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430234 TIME 12:36 PM ESTIMATE NO. 001 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 01/20/26 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 01/21/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 01/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430234 TIME 12:36 PM ESTIMATE NO. 001 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 01/20/26 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 01/21/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 01/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430234 TIME 12:36 PM ESTIMATE NO. 001 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 01/20/26 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 01/21/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 01/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430234 TIME 12:36 PM ESTIMATE NO. 001 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 01/20/26 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 01/21/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 01/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430234 TIME 12:36 PM ESTIMATE NO. 001 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 01/20/26 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 01/21/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 01/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430234 TIME 12:36 PM ESTIMATE NO. 001 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 01/20/26 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 01/21/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 01/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430234 TIME 12:36 PM ESTIMATE NO. 001 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 01/20/26 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 01/21/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 01/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430234 TIME 12:36 PM ESTIMATE NO. 001 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 01/20/26 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 01/21/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 01/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430234 TIME 12:36 PM ESTIMATE NO. 001 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 01/20/26 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 01/21/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 01/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430234 TIME 12:36 PM ESTIMATE NO. 001 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 01/20/26 R.E. NAME: JASON ALSHEIKH DATE OF THIS ESTIMATE 01/21/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 82,500.00 82,500.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 82,500.00 82,500.00 353 MOBILIZATION LS 12,500,000.0000 12,500,000.00 0.000 0 ORIGINAL CONTRACT AMOUNT 138,758,858.00 TOTAL WORK COMPLETED 82,500.00 82,500.00 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 82,500.00 82,500.00 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 10/23/25 1150 12/17/25 12/17/25 08/20/32 11 10 0 0 0% 1% PROGRESS IS SATISFACTORY JASON ALSHEIKH RESIDENT ENGINEER