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 05/24/25 EST. NO. 001 TIME 02:59 PM R.E. NAME: TAYLOR, TYRONE/CE- KIM, JASON 12-0R32U4 --------------------------------------------------------------------------- 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 05/24/25 EST. NO. 001 TIME 02:59 PM R.E. NAME: TAYLOR, TYRONE/CE- KIM, JASON 12-0R32U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0R32U4 TIME 02:59 PM ESTIMATE NO. 001 BID OPENING 01/07/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: TAYLOR, TYRONE/CE- KIM, JASON DATE OF THIS ESTIMATE 05/24/25 LOCATION PROGRESS ESTIMATE 12-ORA-55-0.2/R17.8 ----------------- R.J. NOBLE COMPANY ORANGE COUNTY FROM 0.1 MILE SOUTH OF ROUTE 15505 EAST LINCOLN AVENUE 55/1 SEPARATION IN NEWPORT BEACH TO ROUTE ORANGE CA 92856 55/91 SEPARATION IN ANAHEIM FED. AID NO. ACNH-P055(67)E COLD PLANE, PLACE RHMA, REPLACE CB, SIGNS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 0.000 0 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 55,000.0000 55,000.00 0.000 0 003 TIME-RELATED OVERHEAD (WDAY) WDAY 5,000.0000 2,500,000.00 7.000 35,000.00 7.000 35,000 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 78,000.00 0.000 0 005 HOURLY OFF-SITE HR 200.0000 16,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 325,000.0000 325,000.00 0.000 0 007 TRAFFIC CONTROL SYSTEM LS 4,500,000.0000 4,500,000.00 0.000 0 008 CHANNELIZER (SURFACE MOUNTED) EA 55.0000 26,400.00 0.000 0 009 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 20.0000 7,600.00 0.000 0 SYSTEM 010 TEMPORARY PAVEMENT MARKER EA 4.5000 3,600.00 0.000 0 011 TEMPORARY BARRIER SYSTEM LF 55.0000 2,293,500.00 0.000 0 012 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 5,000.0000 5,000.00 0.000 0 013 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 50,000.0000 200,000.00 0.000 0 014 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 130,000.0000 130,000.00 0.000 0 015 TEMPORARY CRASH CUSHION TL-3 EA 4,350.0000 156,600.00 0.000 0 016 TEMPORARY TRAFFIC SCREEN LF 10.0000 417,000.00 0.000 0 017 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 21,000.0000 42,000.00 0.000 0 SYSTEM 018 JOB SITE MANAGEMENT LS 350,000.0000 350,000.00 0.000 0 019 STORMWATER POLLUTION PREVENTION PLAN LS 60,000.0000 60,000.00 0.000 0 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 4,000.0000 120,000.00 0.000 0 021 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 022 TEMPORARY CHECK DAM LF 23.0000 10,350.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 05/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0R32U4 TIME 02:59 PM ESTIMATE NO. 001 BID OPENING 01/07/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: TAYLOR, TYRONE/CE- KIM, JASON DATE OF THIS ESTIMATE 05/24/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 340.0000 139,400.00 0.000 0 024 TEMPORARY FIBER ROLL LF 8.0000 1,600.00 0.000 0 025 TEMPORARY SILT FENCE LF 6.0000 6,180.00 0.000 0 026 TEMPORARY CONSTRUCTION ENTRANCE EA 7,000.0000 35,000.00 0.000 0 027 TEMPORARY CONCRETE WASHOUT LS 300,000.0000 300,000.00 0.000 0 028 ASBESTOS COMPLIANCE PLAN LS 3,500.0000 3,500.00 0.000 0 029 TREATED WOOD WASTE LB 0.6000 62,400.00 0.000 0 030 ASBESTOS SURVEY AND SAMPLING LS 3,500.0000 3,500.00 0.000 0 031 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 2.6000 17,732.00 0.000 0 032 CLEARING AND GRUBBING (LS) LS 125,000.0000 125,000.00 0.000 0 033 ROADWAY EXCAVATION CY 80.0000 134,400.00 0.000 0 034 STRUCTURE EXCAVATION CY 132.0000 19,800.00 0.000 0 (F) 035 STRUCTURE BACKFILL (SLURRY CEMENT) CY 335.0000 13,065.00 0.000 0 036 IMPORTED BORROW (CY) CY 87.0000 53,940.00 0.000 0 037 ROADSIDE CLEARING LS 125,000.0000 125,000.00 0.000 0 038 ROCK BLANKET SQFT 25.0000 2,900,000.00 0.000 0 039 CONCRETE GRID UNITS SQFT 35.0000 70,000.00 0.000 0 040 RELOCATE IRRIGATION CONTROLLER EA 5,500.0000 5,500.00 0.000 0 041 PLANT (GROUP F) EA 0.8300 442,390.00 0.000 0 042 MAINTAIN EXISTING PLANTED AREAS LS 34,500.0000 34,500.00 0.000 0 043 PLANT ESTABLISHMENT WORK LS 131,000.0000 131,000.00 0.000 0 044 WOOD MULCH CY 45.0000 567,000.00 0.000 0 045 EDGING LF 135.0000 68,850.00 0.000 0 046 CHECK AND TEST EXISTING IRRIGATION LS 13,000.0000 13,000.00 0.000 0 FACILITIES 047 OPERATE EXISTING IRRIGATION FACILITIES LS 38,000.0000 38,000.00 0.000 0 048 REMOVE IRRIGATION FACILITY LS 10,500.0000 10,500.00 0.000 0 049 CONTROL AND NEUTRAL CONDUCTORS LS 22,000.0000 22,000.00 0.000 0 (ARMOR-CLAD) PROGRAM CAS145 PAGE 3 DATE 05/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0R32U4 TIME 02:59 PM ESTIMATE NO. 001 BID OPENING 01/07/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: TAYLOR, TYRONE/CE- KIM, JASON DATE OF THIS ESTIMATE 05/24/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 1" REMOTE CONTROL VALVE EA 505.0000 3,535.00 0.000 0 051 1 1/2" REMOTE CONTROL VALVE EA 670.0000 23,450.00 0.000 0 052 2" REMOTE CONTROL VALVE EA 715.0000 38,610.00 0.000 0 053 24-32 STATION IRRIGATION CONTROLLER EA 13,000.0000 13,000.00 0.000 0 (WALL MOUNTED) 054 CERTIFY EXISTING BACKFLOW PREVENTERS LS 2,000.0000 2,000.00 0.000 0 055 3" BACKFLOW PREVENTER ASSEMBLY EA 14,000.0000 28,000.00 0.000 0 056 BACKFLOW PREVENTER ENCLOSURE EA 5,500.0000 11,000.00 0.000 0 057 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 76.0000 53,960.00 0.000 0 058 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 132.0000 105,600.00 0.000 0 059 RISER SPRINKLER ASSEMBLY EA 85.0000 17,000.00 0.000 0 060 POP-UP SPRINKLER ASSEMBLY EA 130.0000 6,630.00 0.000 0 061 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.5000 286,650.00 0.000 0 LINE) 062 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 6.7500 83,700.00 0.000 0 (SUPPLY LINE) 063 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 7.0000 42,630.00 0.000 0 (SUPPLY LINE) 064 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 7.5000 93,750.00 0.000 0 LINE) 065 3" PLASTIC PIPE (CLASS 315) (SUPPLY LF 20.0000 54,800.00 0.000 0 LINE) 066 BALL VALVE EA 500.0000 15,000.00 0.000 0 067 8" CORRUGATED HIGH DENSITY POLYETHYLENE LF 110.0000 19,800.00 0.000 0 PIPE CONDUIT 068 10" CORRUGATED HIGH DENSITY POLYETHYLENE LF 120.0000 16,800.00 0.000 0 PIPE CONDUIT 069 CLASS 2 AGGREGATE SUBBASE CY 73.0000 49,640.00 0.000 0 070 CLASS 3 AGGREGATE BASE (CY) CY 166.8700 113,471.60 0.000 0 071 REPLACE BASE CY 220.0000 26,400.00 0.000 0 072 HOT MIX ASPHALT (TYPE A) TON 244.0000 495,320.00 0.000 0 073 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 165.0000 14,454,000.00 0.000 0 074 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 270.0000 947,700.00 0.000 0 (OPEN GRADED FRICTION COURSE) 075 GEOSYNTHETIC PAVEMENT INTERLAYER (PAVING SQYD 150.0000 5,100.00 0.000 0 FABRIC) 076 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 5.0000 4,300.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 05/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0R32U4 TIME 02:59 PM ESTIMATE NO. 001 BID OPENING 01/07/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: TAYLOR, TYRONE/CE- KIM, JASON DATE OF THIS ESTIMATE 05/24/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 5.0000 650.00 0.000 0 078 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 5.0000 13,600.00 0.000 0 079 TACK COAT TON 975.0000 185,250.00 0.000 0 080 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 5.5000 13,750.00 0.000 0 081 REMOVE ASPHALT CONCRETE DIKE LF 5.5000 27,775.00 0.000 0 082 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.6500 2,635,300.00 0.000 0 083 JOINTED PLAIN CONCRETE PAVEMENT (RSC) CY 1,075.0000 182,750.00 0.000 0 084 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 085 SPALL REPAIR (FAST-SETTING CONCRETE) SQYD 1,375.0000 30,250.00 0.000 0 086 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 1,150.0000 667,000.00 0.000 0 087 PAVEMENT TRANSITION TAPER SQYD 1,100.0000 35,200.00 0.000 0 088 REMOVE CONCRETE PAVEMENT AND BASE CY 115.0000 98,900.00 0.000 0 089 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 090 GRIND EXISTING CONCRETE PAVEMENT SQYD 6.2500 64,375.00 0.000 0 091 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 285.0000 79,800.00 0.000 0 092 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 093 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,550.0000 914,500.00 0.000 0 (SIGN FOUNDATION) 094 72" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 2,300.0000 736,000.00 0.000 0 (SIGN FOUNDATION) 095 STRUCTURAL CONCRETE CY 385.0000 231,000.00 0.000 0 (F) 096 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,050.0000 26,250.00 0.000 0 097 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,700.0000 62,100.00 0.000 0 (F) 098 MINOR CONCRETE (MINOR STRUCTURE) CY 12,630.0000 75,780.00 0.000 0 (F) 099 CLEAN EXPANSION JOINT LF 52.0000 12,220.00 0.000 0 100 JOINT SEAL (MR 2") LF 148.0000 34,780.00 0.000 0 101 BAR REINFORCING STEEL LB 2.1000 36,750.00 0.000 0 (F) 102 STRUCTURAL STEEL LB 10.0000 272,000.00 0.000 0 (F) 103 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 11.2500 85,691.25 0.000 0 (F) WITHOUT WALKWAY) PROGRAM CAS145 PAGE 5 DATE 05/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0R32U4 TIME 02:59 PM ESTIMATE NO. 001 BID OPENING 01/07/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: TAYLOR, TYRONE/CE- KIM, JASON DATE OF THIS ESTIMATE 05/24/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 18.7500 142,818.75 0.000 0 (F) WITHOUT WALKWAY) 105 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 7.5000 4,935,000.00 0.000 0 106 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 1.1500 756,700.00 0.000 0 107 ALUMINUM WALKWAY GRATING (VERSATILE SQFT 169.0000 43,940.00 0.000 0 TRUSS) 108 REMOVE SIGN STRUCTURE (EA) EA 11,000.0000 209,000.00 0.000 0 109 REMOVE BRIDGE MOUNTED SIGN EA 2,750.0000 13,750.00 0.000 0 110 BRIDGE REMOVAL (PORTION) LS 21,500.0000 21,500.00 0.000 0 111 18" ALTERNATIVE SLOTTED PIPE LF 239.0000 239,000.00 0.000 0 112 TRASH NET (OPEN CHANNEL) EA 20,000.0000 20,000.00 0.000 0 113 18" REINFORCED CONCRETE PIPE LF 460.0000 184,000.00 0.000 0 114 24" REINFORCED CONCRETE PIPE LF 535.0000 101,650.00 0.000 0 115 42" REINFORCED CONCRETE PIPE LF 685.0000 513,750.00 0.000 0 116 18" SLOTTED CORRUGATED STEEL PIPE (.079" LF 258.0000 49,020.00 0.000 0 THICK) 117 GRATED LINE DRAIN LF 435.0000 204,450.00 0.000 0 118 36" PRECAST CONCRETE PIPE MANHOLE LF 3,125.0000 84,375.00 0.000 0 119 REMOVE GRATED LINE DRAIN LF 83.0000 39,010.00 0.000 0 120 REMOVE CULVERT (LF) LF 180.0000 451,800.00 0.000 0 121 REMOVE INLET EA 2,425.0000 21,825.00 0.000 0 122 ADJUST INLET EA 5,375.0000 5,375.00 0.000 0 123 REMOVE CONCRETE (CHANNEL) CY 615.0000 6,150.00 0.000 0 124 DETECTABLE WARNING SURFACE SQFT 75.0000 41,250.00 0.000 0 125 MINOR CONCRETE (MISCELLANEOUS CY 1,265.0000 480,700.00 0.000 0 CONSTRUCTION) 126 MINOR CONCRETE (STAMPED CONCRETE) SQFT 24.0000 163,200.00 0.000 0 127 REMOVE CONCRETE CURB (LF) LF 22.0000 1,584.00 0.000 0 128 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 99.0000 91,080.00 0.000 0 129 REMOVE CONCRETE (CURB AND GUTTER) LF 31.0000 45,260.00 0.000 0 130 PRE/POST CONSTRUCTION SURVEYS EA 3,600.0000 86,400.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 05/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0R32U4 TIME 02:59 PM ESTIMATE NO. 001 BID OPENING 01/07/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: TAYLOR, TYRONE/CE- KIM, JASON DATE OF THIS ESTIMATE 05/24/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 MISCELLANEOUS IRON AND STEEL LB 5.5000 34,133.00 0.000 0 (F) 132 MISCELLANEOUS METAL LB 18.5000 299,700.00 0.000 0 (F) 133 MISCELLANEOUS METAL (BRIDGE) LB 50.0000 9,550.00 0.000 0 (F) 134 TEMPORARY FENCE (TYPE CL-6) LF 50.0000 30,000.00 0.000 0 135 TEMPORARY GATE (TYPE CL-6) EA 3,600.0000 7,200.00 0.000 0 136 CHAIN LINK FENCE (TYPE CL-6) LF 55.0000 12,100.00 0.000 0 137 4' CHAIN LINK GATE (TYPE CL-6) EA 3,000.0000 3,000.00 0.000 0 138 16' CHAIN LINK GATE (TYPE CL-6) EA 6,000.0000 6,000.00 0.000 0 139 REMOVE CHAIN LINK FENCE LF 50.0000 800.00 0.000 0 140 REMOVE PAVEMENT MARKER EA 0.5000 7,750.00 0.000 0 141 DELINEATOR (CLASS 1) EA 77.0000 47,740.00 0.000 0 142 GUARD RAILING DELINEATOR EA 22.0000 5,720.00 0.000 0 143 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.3000 105,930.00 0.000 0 144 OBJECT MARKER (TYPE R) EA 25.0000 900.00 0.000 0 145 REMOVE ROADSIDE SIGN MOUNTED ON MAST ARM EA 360.0000 1,800.00 0.000 0 146 REMOVE ROADSIDE SIGN EA 155.0000 54,250.00 0.000 0 147 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 150.0000 30,000.00 0.000 0 BRACKET METHOD) 148 REMOVE ROADSIDE SIGN PANEL EA 130.0000 28,600.00 0.000 0 149 REMOVE SIGN FROM SIGN FRAME EA 550.0000 17,050.00 0.000 0 150 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 27.0000 23,490.00 0.000 0 151 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 47.0000 493,500.00 0.000 0 152 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 42.0000 13,020.00 0.000 0 153 FURNISH LAMINATED PANEL SIGN (2 SQFT 47.0000 12,220.00 0.000 0 1/2"-TYPE B) 154 FURNISH LAMINATED PANEL SIGN (2 SQFT 53.0000 5,035.00 0.000 0 1/2"-TYPE H) 155 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 55,860.00 0.000 0 (0.063"-UNFRAMED) 156 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 42,600.00 0.000 0 (0.080"-UNFRAMED) 157 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 31.0000 35,340.00 0.000 0 (0.063"-FRAMED) PROGRAM CAS145 PAGE 7 DATE 05/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0R32U4 TIME 02:59 PM ESTIMATE NO. 001 BID OPENING 01/07/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: TAYLOR, TYRONE/CE- KIM, JASON DATE OF THIS ESTIMATE 05/24/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 32.0000 31,360.00 0.000 0 (0.080"-FRAMED) 159 ROADSIDE SIGN - ONE POST EA 445.0000 142,400.00 0.000 0 160 ROADSIDE SIGN - TWO POST EA 1,050.0000 54,600.00 0.000 0 161 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 235.0000 49,350.00 0.000 0 METHOD) 162 INSTALL SIGN OVERLAY SQFT 50.0000 13,500.00 0.000 0 163 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 440.0000 2,200.00 0.000 0 164 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 16.5000 54,450.00 0.000 0 165 INSTALL SIGN PANEL ON EXISTING EA 380.0000 29,640.00 0.000 0 PEDESTRIAN BARRICADE 166 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 135.0000 18,900.00 0.000 0 POST 167 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 1,850.0000 9,250.00 0.000 0 BOX POST) 168 FURNISH LAMINATED WOOD BOX POST (TYPE M) EA 3,400.0000 34,000.00 0.000 0 169 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 50.0000 40,500.00 0.000 0 170 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 44.0000 190,960.00 0.000 0 171 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 62.0000 39,060.00 0.000 0 172 VEGETATION CONTROL (MINOR CONCRETE) SQYD 520.0000 44,720.00 0.000 0 173 REMOVE VEGETATION CONTROL (MINOR SQYD 50.0000 9,500.00 0.000 0 CONCRETE) 174 CONCRETE BARRIER (TYPE 26 MODIFIED, LF 900.0000 37,800.00 0.000 0 PORTION) 175 DOUBLE MIDWEST GUARDRAIL SYSTEM (WOOD LF 105.0000 5,250.00 0.000 0 POST) 176 TRANSITION RAILING (TYPE AGT) EA 5,700.0000 22,800.00 0.000 0 177 END CAP (TYPE A) EA 450.0000 1,800.00 0.000 0 178 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2,700.0000 37,800.00 0.000 0 179 ALTERNATIVE CRASH CUSHION TL-2 EA 60,000.0000 60,000.00 0.000 0 180 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 5,200.0000 72,800.00 0.000 0 181 SEVERE-DUTY CRASH CUSHION TL-3 EA 73,500.0000 294,000.00 0.000 0 182 CONCRETE BARRIER (TYPE 60M) LF 115.0000 100,050.00 0.000 0 183 CONCRETE BARRIER (TYPE 60MG) LF 148.0000 661,560.00 0.000 0 184 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 05/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0R32U4 TIME 02:59 PM ESTIMATE NO. 001 BID OPENING 01/07/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: TAYLOR, TYRONE/CE- KIM, JASON DATE OF THIS ESTIMATE 05/24/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 CONCRETE BARRIER (TYPE 60MGF) LF 374.0000 2,124,320.00 0.000 0 186 CONCRETE BARRIER (TYPE 60MS) LF 160.0000 251,200.00 0.000 0 187 CONCRETE BARRIER (TYPE 836B) LF 730.0000 36,500.00 0.000 0 188 CONCRETE BARRIER TRANSITION LF 242.0000 302,500.00 0.000 0 189 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 885.0000 35,400.00 0.000 0 (F) 190 REMOVE GUARDRAIL LF 10.0000 43,200.00 0.000 0 191 REMOVE CONCRETE BARRIER LF 31.0000 393,700.00 0.000 0 192 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 6.0000 460,200.00 0.000 0 WET NIGHT VISIBILITY) 193 PREFORMED THERMOPLASTIC PAVEMENT MARKING SQFT 28.5000 461,700.00 0.000 0 194 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 3,652.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 195 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 66,660.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 196 PAINT TRAFFIC STRIPE (2-COAT) LF 1.1000 46,090.00 0.000 0 197 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 328,900.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 198 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 110.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 199 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.6500 31,515.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 200 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.6500 2,095.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 201 12" THERMOPLASTIC TRAFFIC STRIPE LF 2.2000 73,480.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 202 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2200 79,860.00 0.000 0 203 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.2000 105,820.00 0.000 0 204 12" RUMBLE STRIP (ASPHALT CONCRETE STA 49.0000 75,950.00 0.000 0 PAVEMENT) 205 12" RUMBLE STRIP (CONCRETE PAVEMENT) STA 300.0000 72,000.00 0.000 0 206 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 5.5000 233,200.00 0.000 0 (WARRANTY) (BROKEN 12-3) 207 CONTRAST STRIPE PAINT (2-COAT) LF 0.2200 111,100.00 0.000 0 208 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 7.7000 85,470.00 0.000 0 (WARRANTY) 209 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 2.7500 7,122.50 0.000 0 (WARRANTY) (BROKEN 17-7) PROGRAM CAS145 PAGE 9 DATE 05/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0R32U4 TIME 02:59 PM ESTIMATE NO. 001 BID OPENING 01/07/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: TAYLOR, TYRONE/CE- KIM, JASON DATE OF THIS ESTIMATE 05/24/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 210 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 2.7500 929,500.00 0.000 0 (WARRANTY) (BROKEN 36-12) 211 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 13.2000 171,600.00 0.000 0 (WARRANTY) 212 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 5.5000 409,750.00 0.000 0 (WARRANTY) (BROKEN 36-12) 213 INDUCTIVE LOOP DETECTOR (LS) LS 1,000,000.0000 1,000,000.00 0.000 0 214 ELECTRIC VEHICLE CHARGING STATION SYSTEM LS 2,200,000.0000 2,200,000.00 0.000 0 215 TRAFFIC CENSUS STATION SYSTEMS LS 3,200,000.0000 3,200,000.00 0.000 0 216 MODIFYING CLOSED CIRCUIT TELEVISION LS 735,000.0000 735,000.00 0.000 0 SYSTEMS 217 MODIFYING FIBER OPTIC CABLE SYSTEMS LS 8,000,000.0000 8,000,000.00 0.000 0 218 MODIFYING LIGHTING SYSTEMS LS 9,000,000.0000 9,000,000.00 0.000 0 219 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 6,800,000.0000 6,800,000.00 0.000 0 220 MODIFYING RAMP METERING SYSTEMS LS 6,600,000.0000 6,600,000.00 0.000 0 221 MODIFYING CHANGEABLE MESSAGE SIGN LS 1,600,000.0000 1,600,000.00 0.000 0 SYSTEMS 222 REMOVING SIGNAL AND LIGHTING SYSTEMS LS 375,000.0000 375,000.00 0.000 0 223 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 224 DRILL AND BOND (DOWEL BAR) EA 44.0000 27,280.00 0.000 0 225 CONCRETE BARRIER (TYPE 60MGA MODIFIED) LF 143.0000 94,380.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 05/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0R32U4 TIME 02:59 PM ESTIMATE NO. 001 BID OPENING 01/07/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: TAYLOR, TYRONE/CE- KIM, JASON DATE OF THIS ESTIMATE 05/24/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 35,000.00 35,000.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 35,000.00 35,000.00 226 MOBILIZATION LS 7,000,000.0000 7,000,000.00 0.000 0 ORIGINAL CONTRACT AMOUNT 106,148,205.60 TOTAL WORK COMPLETED 35,000.00 35,000.00 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 35,000.00 35,000.00 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 03/18/25 750 05/08/25 05/12/25 05/12/28 7 0 0 0 0% 1% PROGRESS IS SATISFACTORY TAYLOR, TYRONE/CE- KIM, JASON RESIDENT ENGINEER