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 11/19/24 EST. NO. 003 TIME 02:24 PM R.E. NAME: STEVE MCMILLAN 11-2T0444 --------------------------------------------------------------------------- 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 11/19/24 EST. NO. 003 TIME 02:24 PM R.E. NAME: STEVE MCMILLAN 11-2T0444 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 11/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0444 TIME 02:24 PM ESTIMATE NO. 003 BID OPENING 05/27/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/24 R.E. NAME: STEVE MCMILLAN DATE OF THIS ESTIMATE 11/19/24 LOCATION PROGRESS ESTIMATE 11-SD-5-R4.4/R4.5 ----------------- FLATIRON-SKANSKA-STACY AND SAN DIEGO COUNTY IN ENCINITAS AND CARLSBAD WITBECK, A JOINT VENTURE FROM LA COSTA BR 235.17 TO 0.1 MILES NORTH 12121 SCRIPPS SUMMIT DR, #400 OF AVENIDA ENCINAS BR 234.5 0.5 MILES WEST SAN DIEGO CA 92131 OF ROUTE 5 FED. AID NO. N O N E BATIQUITOS LAGOON DOUBLE TRACK PROJECT ------------------------------------------------------------------------------------------------------------------------------------ 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 50,000.0000 50,000.00 0.250 12,500.00 0.250 12,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 13,125.0000 11,878,125.00 23.000 301,875.00 65.000 853,125 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 12,000.00 0.000 0 005 HOURLY OFF-SITE HR 200.0000 6,400.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 SAFETY QUALITY CONTROL MANAGER LS 754,151.0000 754,151.00 0.025 18,853.78 0.071 53,544 007 CONSTRUCTION SURVEYING AND FIELD LS 300,500.0000 300,500.00 0.240 72,120 ENGINEERING 008 QUALITY CONTROL PROCEDURES, INSPECTION, LS 2,650,000.0000 2,650,000.00 0.025 66,250.00 0.071 188,150 AND TESTING 009 TRACK REMOVAL (LF MEASURED ALONG THE LF 63.0000 218,295.00 0.000 0 CENTER LINE OF TRACK) 010 SURFACE, LINE AND DRESS EXISTING TRACK LF 298.0000 402,300.00 0.000 0 (LF MEASURED ALONG THE CENTER LINE OF TRACK) 011 SHIFT TRACK (LF MEASURED ALONG THE LF 455.0000 68,250.00 0.000 0 CENTER LINE OF TRACK) 012 INSTALL NEW TRACK (136 RE CWR, CONCRETE LF 558.0000 3,526,002.00 0.000 0 TIES) (LF MEASURED ALONG THE CENTER LINE OF TRACK) 013 INSTALL NEW TRACK (136 RE CWR, WOOD LF 658.0000 358,610.00 0.000 0 TIES) (LF MEASURED ALONG THE CENTER LINE OF TRACK) 014 INSTALL NEW NUMBER 24 WOOD POWER EA 767,500.0000 767,500.00 0.000 0 OPERATED TURNOUT 015 SUBBALLAST AND CLASS 2 AGGREGATE BASE CY 161.0000 572,516.00 0.000 0 (PERMANENT ACCESS ROAD) 016 SPECIAL TRACKWORK REMOVAL EA 75,950.0000 75,950.00 0.000 0 017 INSTALL INSULATED JOINTS (39'-0') EA 11,400.0000 68,400.00 0.000 0 018 INSTALL TRANSITION RAIL EA 10,000.0000 60,000.00 0.000 0 019 INSTALL DOUBLE INSIDE GUARD RAILS (LF LF 44.0000 38,368.00 0.000 0 MEASURED ALONG THE CENTER LINE OF TRACK) 020 RAIL GRINDING (MILL SCALE REMOVAL) (LF LF 26.0000 178,464.00 0.000 0 MEASURED ALONG THE CENTER LINE OF TRACK) PROGRAM CAS145 PAGE 2 DATE 11/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0444 TIME 02:24 PM ESTIMATE NO. 003 BID OPENING 05/27/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/24 R.E. NAME: STEVE MCMILLAN DATE OF THIS ESTIMATE 11/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 021 RELOCATE EXISTING MILE POST MARKER EA 135.0000 135.00 0.000 0 022 BRIDGE AND CULVERT MARKER EA 252.0000 1,764.00 0.000 0 023 CONTROL POINT SIGN EA 1,344.0000 1,344.00 0.000 0 024 NO TRESPASSING AND CABLE MARKER EA 252.0000 2,016.00 0.000 0 025 CONSTRUCTION PROJECT FUNDING EA 7,280.0000 14,560.00 0.000 0 IDENTIFICATION SIGN 026 WARNING CONSTRUCTION TRAFFIC SIGN EA 3,360.0000 6,720.00 0.000 0 027 MISCELLANEOUS WAYSIDE SIGNS LS 28,000.0000 28,000.00 0.000 0 028 HEALTH AND SAFETY PLAN (BLDT) LS 3,920.0000 3,920.00 1.000 3,920 029 SOIL EXPORT PROFILING PLAN LS 8,400.0000 8,400.00 0.000 0 030 EXCAVATION AND TRANSPORTATION PLAN LS 5,050.0000 5,050.00 0.000 0 031 CLEARING AND GRUBBING ACRE 15,165.0000 136,485.00 2.000 30,330.00 4.000 60,660 032 12" ABANDON GAS MAIN (REMOVAL / SLURRY LF 14.0000 16,170.00 0.000 0 FILL) 033 REMOVE 22" STEEL CULVERT LF 32.0000 1,280.00 0.000 0 034 REMOVE FENCING (BLDT) LF 16.8000 16,380.00 1,375.000 23,100 035 REMOVE CONCRETE MODULAR BLOCK WALL WITH LF 60.0000 11,400.00 0.000 0 STEEL FENCE 036 CONCRETE SLOPE PROTECTION REMOVAL (AT SQFT 11.0000 16,038.00 0.000 0 ENCINAS OVERHEAD) 037 ARTICULATED CONCRETE BLOCK SLOPE LF 72.0000 14,040.00 195.000 14,040.00 195.000 14,040 PROTECTION REMOVAL 038 JOB SITE MANAGEMENT (BLDT) LS 1,446,720.0000 1,446,720.00 0.025 36,168.00 0.071 102,717 039 STORM WATER ANNUAL REPORT (BLDT) EA 1,120.0000 2,240.00 0.000 0 040 STORMWATER SAMPLING AND ANALYSIS (BLDT) EA 560.0000 10,080.00 0.000 0 041 TEMPORARY FIBER ROLL (BLDT) LF 13.5000 222,750.00 870.000 11,745.00 1,735.000 23,422 042 TEMPORARY ESA FENCE LF 17.6700 17,670.00 1,272.000 22,476.24 3,970.000 70,149 043 TEMPORARY SILT FENCE (BLDT) LF 17.8000 189,392.00 2,398.000 42,684.40 4,223.000 75,169 044 TEMPORARY CHECK DAM (BLDT) LF 35.0000 103,250.00 0.000 0 045 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 0.8500 19,550.00 7,518.000 6,390.30 7,518.000 6,390 MATRIX - BLDT) 046 MOVE-IN/MOVE-OUT (TEMPORARY HYDRAULIC EA 1,700.0000 3,400.00 0.000 0 MULCH) 047 TEMPORARY DRAINAGE INLET PROTECTION EA 3,775.0000 7,550.00 0.000 0 (BLDT) PROGRAM CAS145 PAGE 3 DATE 11/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0444 TIME 02:24 PM ESTIMATE NO. 003 BID OPENING 05/27/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/24 R.E. NAME: STEVE MCMILLAN DATE OF THIS ESTIMATE 11/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 048 STREET SWEEPING (BLDT) WDAY 1,228.0000 648,384.00 2.000 2,456.00 2.000 2,456 049 TEMPORARY CONSTRUCTION ENTRANCE (BLDT) EA 17,345.0000 52,035.00 2.000 34,690 050 TEMPORARY CONCRETE WASHOUT FACILITY EA 23,000.0000 46,000.00 0.000 0 051 TURBIDITY CURTAIN LF 419.0000 691,350.00 600.000 251,400.00 1,800.000 754,200 052 OIL CONTAINMENT BOOM LF 225.0000 371,250.00 650.000 146,250.00 1,400.000 315,000 053 SURFACING FOR TEMPORARY ACCESS ROADS AND SQFT 4.8000 858,648.00 40,000.000 192,000.00 40,000.000 192,000 STAGING AREAS (6" THICK CLASS 2 BASE) 054 CRUSHED MISCELLANEOUS BASE (ACCESS ROAD CY 176.0000 114,400.00 0.000 0 STABILIZATION) 055 PREPARE STORMWATER POLLUTION PREVENTION LS 11,200.0000 11,200.00 0.920 10,304 PLAN 056 TEMPORARY CONSTRUCTION (ACCESS ROAD FOR CY 170.0000 4,794,000.00 1,218.000 207,060.00 2,662.000 452,540 ROCK SLOPE PROTECTION SITE WORK) 057 TEMPORARY EXCAVATION (LAYDOWN AREA LA CY 445.0000 511,750.00 0.000 0 COSTA) 058 TEMPORARY CONSTRUCTION (WORK BERM AND SQFT 167.5000 4,221,000.00 3,404.000 570,170.00 7,184.000 1,203,320 PLATFORM) 059 TEMPORARY SHORING (WEST OF EXISTING SQFT 207.0000 1,362,267.00 0.000 0 BRIDGE 234.8) 060 NOISE ABATEMENT FENCE LF 173.0000 207,600.00 0.000 0 061 TEMPORARY WORKS FENCE LF 28.0000 42,000.00 0.000 0 062 RAILROAD EARTHWORK EXCAVATION CY 110.0000 5,506,600.00 3,048.000 335,280.00 6,823.000 750,530 063 NON-HAZARDOUS SOIL PROFILING, TON 169.0000 1,081,600.00 0.000 0 EXCAVATION, HAUL AND DISPOSAL 064 GROUND IMPROVEMENT (COMPACTION GROUTING LS 514,505.0000 514,505.00 0.000 0 AT BRIDGE 234.8) 065 REMOVE EXISTING ROCK CY 186.0000 2,371,500.00 2,156.000 401,016.00 2,621.000 487,506 066 EXCAVATE OVERBURDEN (CENTER CHANNEL) CY 155.0000 1,007,500.00 0.000 0 067 EMBANKMENT FILL PLACED UNDERWATER CY 201.0000 1,108,515.00 1,305.000 262,305.00 4,958.000 996,558 (BALLAST OVER CLASS 2 PERMEABLE MATERIAL) 068 CLASS V ROCK SLOPE PROTECTION (500 LB) CY 245.0000 3,776,920.00 645.000 158,025.00 645.000 158,025 SECTION, 3'-6" MINIMUM THICKNESS 069 CLASS VIII ROCK SLOPE PROTECTION (1 TON) CY 227.0000 3,608,165.00 0.000 0 SECTION, 5' MINIMUM THICKNESS 070 EXCAVATION UNDERWATER FOR ROCK SLOPE CY 147.0000 7,155,960.00 1,531.000 225,057.00 1,531.000 225,057 PROTECTION 071 CLASS I ROCK SLOPE PROTECTION, 1'-6" CY 250.0000 2,497,750.00 294.000 73,500.00 294.000 73,500 MINIMUM THICKNESS 072 CLASS 8 NON-WOVEN GEOTEXTILE FILTER SQYD 4.0000 13,244.00 345.000 1,380.00 345.000 1,380 FABRIC 073 MINOR CONCRETE (6" THICK SLURRY ON SQFT 8.0000 90,400.00 0.000 0 LAGOON ROCK SLOPE PROTECTION) PROGRAM CAS145 PAGE 4 DATE 11/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0444 TIME 02:24 PM ESTIMATE NO. 003 BID OPENING 05/27/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/24 R.E. NAME: STEVE MCMILLAN DATE OF THIS ESTIMATE 11/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 074 CELLULAR CONFINEMENT SYSTEM (4" THICK SQFT 26.0000 279,500.00 0.000 0 WITH SOIL INFILL) 075 CHAIN LINK FENCE (6' HIGH) LF 57.0000 344,850.00 0.000 0 076 CHAIN LINK FENCE 10' HIGH WITH 1" MESH LF 400.0000 25,600.00 0.000 0 (INCLUDING BARBED WIRE) 077 CHAIN LINK FENCE 8' HIGH WITH 1" MESH LF 368.0000 16,560.00 0.000 0 (INCLUDING BARBED WIRE) 078 CHAIN LINK GATE (3' WIDE) LF 3,125.0000 9,375.00 0.000 0 079 CHAIN LINK GATE (4' WIDE) EA 6,489.0000 6,489.00 0.000 0 080 CHAIN LINK GATE (6' WIDE) LF 3,865.0000 7,730.00 0.000 0 081 CHAIN LINK GATE (10' WIDE) LF 2,765.0000 16,590.00 0.000 0 082 STEEL FENCE LF 415.0000 61,420.00 0.000 0 083 HOT MIX ASPHALT PAVEMENT (4" THICK OVER SQFT 11.0000 6,160.00 0.000 0 6" THICK CLASS 2 BASE) 084 MINOR CONCRETE (PERVIOUS CONCRETE SQFT 20.0000 70,160.00 0.000 0 PAVEMENT OVER CLASS 2 PERMEABLE BASE) 085 GRADE CROSSING (LF MEASURED ALONG THE LF 895.0000 44,750.00 0.000 0 CENTER LINE OF TRACK) 086 TEMPORARY CONSTRUCTION GRADE CROSSING EA 48,630.0000 97,260.00 0.000 0 (2000 SQFT TOTAL) 087 GRAVITY BLOCK WALL (MP 235.07) SQFT 203.0000 40,600.00 0.000 0 088 GRAVITY BLOCK WALL (MP 234.25) SQFT 163.0000 24,450.00 0.000 0 089 CABLE RAILING (GRAVITY BLOCK WALL) LF 173.0000 6,574.00 0.000 0 090 MOVE-IN/MOVE-OUT (PERMANENT HYDROSEEDING EA 3,400.0000 10,200.00 0.000 0 EROSION CONTROL) 091 RESOD, RESTORE LANDSCAPE AND IRRIGATION SQFT 30.0000 81,150.00 0.000 0 092 ON-SITE REVEGETATION (HYDROSEEDING WITH SQYD 11.0000 724,790.00 0.000 0 BONDED FIBER MATRIX INCLUDING TESTING) 093 ON-SITE REVEGETATION (365-DAY WDAY 782.0000 195,500.00 0.000 0 MAINTENANCE) 094 ON-SITE REVEGETATION (SUPPLEMENTAL EA 6,235.0000 274,340.00 0.000 0 IRRIGATION - HAND WATER WITH HOSE AND WATER TRUCK) 095 CONCRETE CHANNEL REMOVAL SQFT 10.5000 26,250.00 0.000 0 096 24" REINFORCED CONCRETE PIPE (D-3000) LF 370.0000 77,330.00 0.000 0 097 42" REINFORCED CONCRETE PIPE (D-3000) LF 752.0000 94,000.00 0.000 0 098 8" PVC UNDERDRAIN (SCH 80) LF 174.0000 25,404.00 0.000 0 099 ARTICULATED CONCRETE BLOCK DITCH (WITH SQFT 59.0000 212,400.00 0.000 0 6" THICK BEDDING AND SOIL INFILL) PROGRAM CAS145 PAGE 5 DATE 11/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0444 TIME 02:24 PM ESTIMATE NO. 003 BID OPENING 05/27/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/24 R.E. NAME: STEVE MCMILLAN DATE OF THIS ESTIMATE 11/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 100 CONCRETE L TYPE HEADWALL (SDRSD D-36 EA 25,985.0000 25,985.00 0.000 0 WITH SLOPE PAVING) 101 CONCRETE WINGED HEADWALL (SDRSD D-34, EA 15,440.0000 46,320.00 0.000 0 35) 102 CONCRETE STRAIGHT HEADWALL (CALTRANS D EA 33,425.0000 33,425.00 0.000 0 86B) 103 CONCRETE DROP STRUCTURE (CALTRANS D 86B) LS 12,450.0000 12,450.00 0.000 0 104 MINOR CONCRETE (DITCH 1) LF 118.0000 204,848.00 0.000 0 105 MINOR CONCRETE (DITCH 2) LF 135.0000 27,000.00 0.000 0 106 MINOR CONCRETE (DITCH 3) LF 250.0000 13,750.00 0.000 0 107 BALLAST LINED DITCH LF 72.0000 38,160.00 0.000 0 108 GRAVITY BLOCK RETAINING WING WALL (MP SQFT 145.0000 14,500.00 0.000 0 235.13) 109 CABLE RAILING (HEADWALLS) LF 172.0000 3,956.00 0.000 0 110 CONCRETED ROCK SLOPE PROTECTION (CLASS CY 485.0000 122,220.00 0.000 0 VII) - ROCK CHUTE 111 ROCK SLOPE PROTECTION (CLASS I) CY 535.0000 138,030.00 0.000 0 112 MINOR CONCRETE (U-DITCH WITH GRATE) LF 702.0000 45,630.00 0.000 0 113 STRUCTURAL EXCAVATION (BRIDGE) CY 1,070.0000 36,380.00 0.000 0 114 STRUCTURAL BACKFILL (BRIDGE) CY 415.0000 34,860.00 0.000 0 115 FURNISH 30" OD CISS PILE (1" THICK) LF 455.0000 1,860,950.00 0.000 0 116 FURNISH 36" OD CISS PILE (1" THICK) LF 655.0000 524,655.00 0.000 0 117 DRIVE 30" OD CISS PILE (1" THICK) LF 355.0000 1,451,950.00 0.000 0 118 DRIVE 36" OD CISS PILE (1" THICK) LF 375.0000 300,375.00 0.000 0 119 STRUCTURAL CONCRETE (PILES) CY 705.0000 488,565.00 0.000 0 120 STRUCTURAL CONCRETE (BRIDGE) CY 3,160.0000 1,153,400.00 0.000 0 121 ASPHALTIC MEMBRANE WATERPROOFING SQFT 28.5000 297,654.00 0.000 0 122 FURNISH AND ERECT 56'-0" PRECAST BOX EA 105,335.0000 2,528,040.00 0.000 0 GIRDER 123 BAR REINFORCING STEEL (EPOXY COATED) LB 2.3500 650,950.00 0.000 0 (BRIDGE) (BLDT) 124 CABLE RAILING (BRIDGE) LF 140.0000 105,560.00 0.000 0 125 MISCELLANEOUS METAL (WALKWAY / DECK LB 10.5400 368,900.00 0.000 0 PLATES) 126 ELASTOMERIC BEARING PAD ASSEMBLY EA 3,485.0000 27,880.00 0.000 0 ABUTMENT PROGRAM CAS145 PAGE 6 DATE 11/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0444 TIME 02:24 PM ESTIMATE NO. 003 BID OPENING 05/27/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/24 R.E. NAME: STEVE MCMILLAN DATE OF THIS ESTIMATE 11/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 127 ELASTOMERIC BEARING PAD ASSEMBLY PIER EA 2,809.0000 112,360.00 0.000 0 128 STRUCTURAL STEEL RESTRAINER ROD ASSEMBLY LB 13.5000 333,450.00 0.000 0 129 BRIDGE 234.8 REMOVAL LS 475,000.0000 475,000.00 0.000 0 130 STRUCTURAL EXCAVATION (PIER PROTECTION CY 533.0000 102,869.00 0.000 0 WALL) 131 STRUCTURAL BACKFILL (PIER PROTECTION CY 242.0000 17,666.00 0.000 0 WALL) 132 STRUCTURAL CONCRETE (PIER PROTECTION CY 1,280.0000 136,960.00 0.000 0 WALL) 133 BAR REINFORCING STEEL (PIER PROTECTION LB 1.8500 34,780.00 0.000 0 WALLS) 134 STRUCTURAL EXCAVATION (SOLDER PILE WALL) CY 1,152.0000 47,232.00 0.000 0 (RW 2022W) 135 STRUCTURAL BACKFILL (SOLDIER PILE WALL) CY 304.0000 4,256.00 0.000 0 (RW 2022W) 136 STRUCTURAL CONCRETE BACKFILL (SOLDIER CY 530.0000 12,720.00 0.000 0 PILE WALL) (RW 2022W) 137 LEAN CONCRETE BACKFILL (RW 2022W) CY 678.0000 8,814.00 0.000 0 138 TIMBER LAGGING (RW 202WW) CF 172.0000 28,380.00 0.000 0 139 DRILLED HOLE (30" DIAMETER) (RW 2022W) LF 425.0000 57,800.00 0.000 0 140 MINOR CONCRETE (GUTTER) (RW 2022W) LF 475.0000 19,475.00 0.000 0 141 STRUCTURAL CONCRETE (RETAINING WALL) (RW CY 3,155.0000 59,945.00 0.000 0 2022W) 142 BAR REINFORCING STEEL (RETAINING WALLS) LB 3.6500 9,855.00 0.000 0 (RW 2022W) 143 ZINC PRIMER COATING (RW 2022W) SQFT 28.0000 11,368.00 0.000 0 144 STEEL SOLDIER PILE (W14X68) (RW 2022W) LF 84.0000 3,528.00 0.000 0 145 STEEL SOLDIER PILE (W14X109) (RW 2022W) LF 125.0000 6,875.00 0.000 0 146 STEEL SOLDIER PILE (W18X211) (RW 2022W) LF 233.0000 25,397.00 0.000 0 147 MISCELLANEOUS METAL (STUDS) (RW 2022W) LB 37.0000 5,920.00 0.000 0 148 CABLE RAILING (RW 2022W) LF 173.0000 7,093.00 0.000 0 149 STRUCTURAL EXCAVATION (SOLDER PILE WALL) CY 114.0000 11,058.00 0.000 0 (RW 2023W) 150 STRUCTURAL BACKFILL (SOLDIER PILE WALL) CY 238.0000 4,760.00 0.000 0 (RW 2023W) 151 STRUCTURAL CONCRETE BACKFILL (SOLDIER CY 452.0000 17,628.00 0.000 0 PILE WALL) (RW 2023W) 152 LEAN CONCRETE BACKFILL (RW 2023W) CY 440.0000 11,440.00 0.000 0 153 TIMBER LAGGING (RW 2023W) CF 145.0000 31,465.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 11/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0444 TIME 02:24 PM ESTIMATE NO. 003 BID OPENING 05/27/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/24 R.E. NAME: STEVE MCMILLAN DATE OF THIS ESTIMATE 11/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 154 DRILLED HOLE (30" DIAMETER) (RW 2023W) LF 418.0000 6,270.00 0.000 0 155 DRILLED HOLE (36" DIAMETER) (RW 2023W) LF 396.0000 54,648.00 0.000 0 156 MINOR CONCRETE (GUTTER) (RW 2023W) LF 354.0000 15,222.00 0.000 0 157 STRUCTURAL CONCRETE (RETAINING WALL) (RW CY 3,150.0000 72,450.00 0.000 0 2023W) 158 BAR REINFORCING STEEL (RETAINING WALLS) LB 3.5000 10,850.00 0.000 0 (RW 2023W) 159 ZINC PRIMER COATING (RW 2023W) SQFT 28.0000 17,808.00 0.000 0 160 STEEL SOLDIER PILE (W14X68) (RW 2023W) LF 82.0000 1,968.00 0.000 0 161 STEEL SOLDIER PILE (W21X201) (RW 2023W) LF 230.0000 51,290.00 0.000 0 162 MISCELLANEOUS METAL (STUDS) (RW 2023W) LB 41.0000 8,815.00 0.000 0 163 CABLE RAILING (RW 2023W) LF 174.0000 6,960.00 0.000 0 164 STRUCTURAL EXCAVATION (SOLDER PILE WALL) CY 112.0000 13,552.00 0.000 0 (RW 2025W) 165 STRUCTURAL BACKFILL (SOLDIER PILE WALL) CY 321.0000 8,346.00 0.000 0 (RW 2025W) 166 STRUCTURAL CONCRETE BACKFILL (SOLDIER CY 452.0000 22,600.00 0.000 0 PILE WALL) (RW 2025W) 167 LEAN CONCRETE BACKFILL (RW 2025W) CY 475.0000 14,725.00 0.000 0 168 TIMBER LAGGING (RW 2025W) CF 84.0000 43,428.00 0.000 0 169 DRILLED HOLE (30" DIAMETER) (RW 2025W) LF 332.0000 90,968.00 0.000 0 170 MINOR CONCRETE (GUTTER) (RW 2025W) LF 188.0000 26,320.00 0.000 0 171 BAR REINFORCING STEEL (RETAINING WALLS) LB 2.3500 20,915.00 0.000 0 (RW 2025W) 172 STRUCTURAL CONCRETE (RETAINING WALL) (RW CY 2,060.0000 125,660.00 0.000 0 2025W) 173 ZINC PRIMER COATING (RW 2025W) SQFT 28.0000 25,732.00 0.000 0 174 STEEL SOLDIER PILE (W14X68) (RW 2025W) LF 87.0000 9,483.00 0.000 0 175 STEEL SOLDIER PILE (W14X132) (RW 2022W) LF 150.0000 16,650.00 0.000 0 176 STEEL SOLDIER PILE (W14X109) (RW 2025W) LF 126.0000 9,576.00 0.000 0 177 STEEL SOLDIER PILE (W14X82) (RW 2025W) LF 96.0000 2,304.00 0.000 0 178 STEEL SOLDIER PILE (W18X175) (RW 2025W) LF 200.0000 24,600.00 0.000 0 179 MISCELLANEOUS METAL (STUDS) (RW 2025W) LB 28.0000 10,920.00 0.000 0 180 CABLE RAILING (RW 2025W) LF 79.0000 10,902.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 11/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0444 TIME 02:24 PM ESTIMATE NO. 003 BID OPENING 05/27/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/24 R.E. NAME: STEVE MCMILLAN DATE OF THIS ESTIMATE 11/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 181 STRUCTURAL EXCAVATION (PREFABRICATED CY 83.0000 48,887.00 0.000 0 MODULAR BLOCK WALLS) (RW 2045E) 182 STRUCTURAL BACKFILL-PERVIOUS CY 382.0000 7,640.00 0.000 0 (PREFABRICATED MODULAR BLOCK WALLS) (RW 2045E) 183 STRUCTURAL BACKFILL-COMPACTED CY 217.0000 117,831.00 0.000 0 (PREFABRICATED MODULAR BLOCK WALLS) (RW 2045E) 184 PREFABRICATED MODULAR BLOCK RETAINING SQFT 293.0000 154,411.00 0.000 0 WALL (RW 2045E) 185 CABLE RAILING (RW 2045E) LF 183.0000 10,248.00 0.000 0 186 STRUCTURAL EXCAVATION (SOIL NAIL WALL) CY 832.0000 57,408.00 0.000 0 (RW 2059E) 187 STRUCTURAL BACKFILL (RETAINING WALL) (RW CY 321.0000 4,173.00 0.000 0 2059E) 188 SOIL NAIL ASSEMBLY LF 93.0000 80,166.00 0.000 0 189 MINOR CONCRETE (GUTTER) (RW 2059E) LF 288.0000 36,576.00 0.000 0 190 BAR REINFORCING STEEL (RETAINING WALLS - LB 7.0000 36,890.00 0.000 0 SOIL NAIL WALL) (RW 2059E) 191 STRUCTURAL SHOTCRETE (RW 2059E) CY 1,588.0000 50,816.00 0.000 0 192 MISCELLANEOUS METAL (RW 2059E) LB 3.0000 3,375.00 0.000 0 193 CABLE RAILING (RW 2059E) LF 179.0000 16,826.00 0.000 0 194 STRUCTURAL EXCAVATION (GROUND ANCHOR CY 593.0000 50,998.00 0.000 0 DIAPHRAGM WALL) (RW 2059E) 195 STRUCTURAL BACKFILL (GROUND ANCHOR CY 315.0000 12,285.00 0.000 0 DIAPHRAGM WALL) (RW 2059E) 196 GROUND ANCHOR- SUB-HORIZONTAL (RW 2059E) EA 4,790.0000 215,550.00 0.000 0 197 STRUCTURAL CONCRETE (RETAINING WALL) (RW CY 3,195.0000 111,825.00 0.000 0 2059E) 198 MINOR CONCRETE (GUTTER) (GROUND ANCHOR LF 135.0000 12,420.00 0.000 0 DIAPHRAGM WALL) (RW 2059E) 199 STRUCTURAL SHOTCRETE (GROUND ANCHOR CY 1,557.0000 59,166.00 0.000 0 DIAPHRAGM WALL) (RW 2059E) 200 BAR REINFORCING STEEL (RETAINING WALLS - LB 4.4200 92,820.00 0.000 0 GROUND ANCHOR WALL) (RW 2059E) 201 CABLE RAILING (GROUND ANCHOR DIAPHRAGM LF 182.0000 16,744.00 0.000 0 WALL)(RW 2059E) 202 STRUCTURAL EXCAVATION (PREFABRICATED CY 85.0000 93,500.00 0.000 0 MODULAR BLOCK WALLS) (RW 2039E) 203 STRUCTURAL BACKFILL-PERVIOUS CY 375.0000 14,625.00 0.000 0 (PREFABRICATED MODULAR BLOCK WALLS) (RW 2039E) 204 STRUCTURAL BACKFILL-COMPACTED CY 208.0000 205,920.00 0.000 0 (PREFABRICATED MODULAR BLOCK WALLS) (RW 2039E) 205 PREFABRICATED MODULAR BLOCK RETAINING SQFT 285.0000 278,160.00 0.000 0 WALL (RW 2039E) PROGRAM CAS145 PAGE 9 DATE 11/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0444 TIME 02:24 PM ESTIMATE NO. 003 BID OPENING 05/27/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/24 R.E. NAME: STEVE MCMILLAN DATE OF THIS ESTIMATE 11/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 206 CABLE RAILING (RW 2039E) LF 180.0000 16,560.00 0.000 0 207 TESTING AT 233 SIGNALS - MP 233.5 LS 18,860.0000 18,860.00 0.000 0 208 INSTALL NEW CP LA COSTA- MP 235.1 LS 2,353,000.0000 2,353,000.00 0.000 0 209 REMOVE EXISTING CP PONTO - MP 234.5 LS 101,750.0000 101,750.00 0.000 0 210 INSTALL ELECTRIC SWITCH LOCK CASE - MP LS 690,900.0000 690,900.00 0.000 0 234.2 211 TESTING AT 236 SIGNALS - MP 236.5 LS 20,665.0000 20,665.00 0.000 0 212 FIBER DUCT BANK AND CABLE RELOCATION LS 1,006,175.0000 1,006,175.00 0.000 0 213 SIGNAL SPARE PARTS LS 163,000.0000 163,000.00 0.000 0 214 GRAVEL BACKING (WITH CLASS 8 ROCK SLOPE CY 192.0000 228,672.00 0.000 0 PROTECTION GEOTEXTILE) 215 COBBLE SLOPE PROTECTION CY 296.0000 1,085,432.00 0.000 0 216 SALVAGED ROCK SLOPE PROTECTION (400 LB CY 96.0000 123,168.00 0.000 0 OR LESS) 217 TEMPORARY SILT FENCE (W2 NESTING SITE) LF 19.0000 35,815.00 0.000 0 218 TURBIDITY CURTAIN (W2 NESTING SITE) LF 200.0000 145,000.00 0.000 0 219 OIL CONTAINMENT BOOM (W2 NESTING SITE) LF 120.0000 87,000.00 0.000 0 220 TEMPORARY CONSTRUCTION (CHANNEL LS 238,184.0000 238,184.00 0.000 0 CROSSING, INCLUDING 5 ROWS OF 42" HDPE PIPE) PROGRAM CAS145 PAGE 10 DATE 11/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0444 TIME 02:24 PM ESTIMATE NO. 003 BID OPENING 05/27/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/24 R.E. NAME: STEVE MCMILLAN DATE OF THIS ESTIMATE 11/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,389,211.72 7,216,074.94 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,389,211.72 7,216,074.94 221 MOBILIZATION LS 10,080,000.0000 10,080,000.00 0.500 5,040,000.00 0.500 5,040,000 ORIGINAL CONTRACT AMOUNT 100,800,000.00 TOTAL WORK COMPLETED 8,429,211.72 12,256,074.94 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 8,429,211.72 12,256,074.94 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 07/03/24 1155 08/12/24 08/12/24 04/04/29 69 0 0 0 12% 6% PROGRESS IS SATISFACTORY STEVE MCMILLAN RESIDENT ENGINEER