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 09/04/25 EST. NO. 072 TIME 01:37 PM R.E. NAME: MERATI, ARTIN 12-0K0214 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 035 0051 3,427.10 E.W. @ F.A.(+) 122922 N 1030.1 042 0034 8,579.73 E.W. @ F.A.(+) 052825 N 1987.0 0037 10,399.86 050925 N 1950.1 059 0073 16,074.93 E.W. @ F.A.(+) 050825 N 2000.1 38,481.62 TOTAL THIS ESTIMATE 12,091,287.68 TOTAL PREVIOUS ESTIMATE 12,129,769.30 TOTAL TO DATE 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 09/04/25 EST. NO. 072 TIME 01:37 PM R.E. NAME: MERATI, ARTIN 12-0K0214 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SB I-5 LATE PICKUP -57,500.00 035 CEM 4401 CY 2022 -10,000.00 040 STG3 ABT1 CONC COMPL -940.50 040 CEM 4401 CY 2022 10,000.00 041 CEM 4401 CY 2023 -10,000.00 053 CEM4401 CY2023 10,000.00 055 0.00 -58,440.50 TOTAL DEDUCTIONS 0.00 -58,440.50 PROGRAM CAS145 PAGE 1 DATE 09/04/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0214 TIME 01:37 PM ESTIMATE NO. 072 BID OPENING 10/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/30/25 R.E. NAME: MERATI, ARTIN DATE OF THIS ESTIMATE 09/04/25 LOCATION SEMI-FINAL ESTIMATE 12-ORA-5-12.4/14.5 ------------------- ORTIZ ENTERPRISES, INC. IN ORANGE COUNTY IN SAN JUAN 6 CUSHING SUITE 200 CAPISTRANO AND MISSION VIEJO FROM IRVINE CA 92618 0.5 MILE SOUTH OF AVERY PKWY UC TO 0.8 MILE NORTH OF CROWN VALLEY PKWY OC FED. AID NO. ACIM-052(19) ,STPL-6071(103) ,STPL-6212(21) ADD ONE LANE IN EACH DIRECTION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 85,000.0000 85,000.00 1.000 85,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 7,980.0000 8,857,800.00 1,230.000 9,815,400 004 CONSTRUCTION AREA SIGNS LS 350,000.0000 350,000.00 1.000 350,000 005 TRAFFIC CONTROL SYSTEM LS 1,240,000.0000 1,240,000.00 1.000 1,240,000 006 TYPE II BARRICADE EA 300.0000 22,200.00 74.000 22,200 007 TYPE III BARRICADE EA 350.0000 4,900.00 144.000 50,400 008 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 31,200.00 1,719.000 68,760 009 PORTABLE DELINEATOR EA 50.0000 10,500.00 365.000 18,250 010 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 75,000.0000 75,000.00 1.000 75,000 011 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 9,500.0000 570,000.00 63.000 598,500 012 TEMPORARY RAILING (TYPE K) LF 17.0000 1,717,000.00 110,600.000 1,880,200 013 TEMPORARY CRASH CUSHION MODULE EA 350.0000 252,000.00 627.250 219,537 014 TEMPORARY CRASH CUSHION (ALTERNATIVE EA 7,500.0000 97,500.00 36.000 270,000 INLINE BARRIER) 015 TEMPORARY TRAFFIC SCREEN LF 4.0000 165,600.00 50,193.500 200,774 016 JOB SITE MANAGEMENT LS 80,000.0000 80,000.00 1.000 80,000 017 PREPARE STORM WATER POLLUTION PREVENTION LS 180,000.0000 180,000.00 1.000 180,000 PLAN 018 RAIN EVENT ACTION PLAN EA 500.0000 4,500.00 17.000 8,500.00 47.000 23,500 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 350.0000 14,000.00 47.000 16,450 020 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 6.000 12,000 021 TEMPORARY HYDRAULIC MULCH SQYD 0.7200 56,160.00 82,222.000 59,199 (BONDED FIBER MATRIX) 022 TEMPORARY CHECK DAM LF 6.0000 26,760.00 7,596.000 45,576 PROGRAM CAS145 PAGE 2 DATE 09/04/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0214 TIME 01:37 PM ESTIMATE NO. 072 BID OPENING 10/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/30/25 R.E. NAME: MERATI, ARTIN DATE OF THIS ESTIMATE 09/04/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 175,000.00 412.000 206,000 024 TEMPORARY FIBER ROLL LF 5.0000 168,500.00 66,638.000 333,190 025 TEMPORARY SILT FENCE LF 5.0000 36,100.00 8,993.000 44,965 026 TEMPORARY CONSTRUCTION ENTRANCE EA 6,000.0000 210,000.00 35.000 210,000 027 STREET SWEEPING LS 370,000.0000 370,000.00 1.000 370,000 028 TEMPORARY CONCRETE WASHOUT LS 70,000.0000 70,000.00 1.000 70,000 029 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 1,500.0000 1,500.00 1.000 1,500 030 WATER QUALITY MONITORING REPORT EA 2,500.0000 2,500.00 1.000 2,500 031 ASBESTOS COMPLIANCE PLAN LS 15,000.0000 15,000.00 1.000 15,000 032 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.0000 7,120.00 3,704.000 7,408 STRIPE (HAZARDOUS WASTE) 033 TREATED WOOD WASTE LB 0.7000 53,410.00 87,800.000 61,460 034 VIBRATION MONITORING LS 105,000.0000 105,000.00 1.000 105,000 035 SURVEY AND MONITORING OF EXISTING LS 30,000.0000 30,000.00 1.000 30,000 NON-HIGHWAY FACILITIES 036 BUILDING SURVEY LS 60,000.0000 60,000.00 1.000 60,000 037 REMOVE CONCRETE (STRUCTURE) CY 160.0000 9,760.00 61.000 9,760 038 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 90.0000 65,700.00 1,039.120 93,520 039 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 2.5000 6,025.00 5,476.700 13,691 040 CLEARING AND GRUBBING (LS) LS 435,000.0000 435,000.00 1.000 435,000 041 DUST PALLIATIVE LS 25,000.0000 25,000.00 1.000 25,000 042 ROADWAY EXCAVATION CY 26.0000 6,994,000.00 271,694.390 7,064,054 043 STRUCTURE EXCAVATION (BRIDGE) CY 52.0000 585,572.00 11,261.000 585,572 (F) 044 STRUCTURE EXCAVATION (TYPE A) CY 50.0000 116,600.00 2,332.000 116,600 (F) 045 STRUCTURE EXCAVATION (RETAINING WALL) CY 78.0000 2,638,740.00 35,054.000 2,734,212 (F) 046 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 60.0000 37,860.00 580.000 34,800 (F) 047 STRUCTURE EXCAVATION (GROUND ANCHOR CY 135.0000 40,905.00 303.000 40,905 (F) WALL) 048 STRUCTURE BACKFILL (BRIDGE) CY 48.0000 531,936.00 11,082.000 531,936 (F) 049 STRUCTURE BACKFILL (RETAINING WALL) CY 112.0000 2,902,816.00 26,883.000 3,010,896 (F) PROGRAM CAS145 PAGE 3 DATE 09/04/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0214 TIME 01:37 PM ESTIMATE NO. 072 BID OPENING 10/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/30/25 R.E. NAME: MERATI, ARTIN DATE OF THIS ESTIMATE 09/04/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 53.0000 1,431.00 27.000 1,431 (F) 051 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 100.0000 100.00 1.000 100 (F) 052 PERVIOUS BACKFILL MATERIAL (RETAINING CY 38.0000 52,060.00 1,396.000 53,048 (F) WALL) 053 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 235.0000 55,460.00 238.000 55,930 (F) 054 CONCRETE BACKFILL CY 230.0000 59,570.00 303.270 69,752 (F) 055 LEAN CONCRETE BACKFILL CY 227.0000 59,701.00 256.000 58,112 (F) 056 GROUND MONITORING LS 110,000.0000 110,000.00 1.223 134,530 057 IMPORTED BORROW (CY) CY 7.3500 169,785.00 15,116.340 111,105 058 RELOCATE IRRIGATION CONTROLLER EA 3,500.0000 10,500.00 3.000 10,500 059 MAINTAIN EXISTING PLANTED AREAS LS 24,000.0000 24,000.00 1.000 24,000 060 CHECK AND TEST EXISTING IRRIGATION LS 7,500.0000 7,500.00 1.000 7,500 FACILITIES 061 OPERATE EXISTING IRRIGATION FACILITIES LS 24,000.0000 24,000.00 1.000 24,000 062 REMOVE IRRIGATION FACILITY LS 50,500.0000 50,500.00 1.000 50,500 063 CONTROL AND NEUTRAL CONDUCTORS LS 47,000.0000 47,000.00 1.000 47,000 (ARMOR-CLAD) 064 1" REMOTE CONTROL VALVE EA 470.0000 940.00 2.000 940 065 1 1/2" REMOTE CONTROL VALVE EA 590.0000 6,490.00 11.000 6,490 066 3" REMOTE CONTROL VALVE EA 1,810.0000 5,430.00 4.000 7,240 067 4" GALVANIZED STEEL PIPE LF 125.0000 70,625.00 0.000 0 (F) (SUPPLY LINE ON BRIDGE) 068 3" BACKFLOW PREVENTER ASSEMBLY EA 9,100.0000 27,300.00 2.000 18,200 069 FLOW SENSOR EA 5,400.0000 16,200.00 4.000 21,600 070 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 110.0000 2,750.00 25.000 2,750 071 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 140.0000 560.00 4.000 560 072 RISER SPRINKLER ASSEMBLY EA 95.0000 3,610.00 52.000 4,940 073 3" GATE VALVE EA 1,500.0000 31,500.00 22.000 33,000 074 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 7.0000 7,385.00 1,265.000 8,855 (F) LINE) 075 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 7.5000 8,325.00 1,175.000 8,812 (F) (SUPPLY LINE) 076 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 7.5000 1,837.50 245.000 1,837 (F) (SUPPLY LINE) PROGRAM CAS145 PAGE 4 DATE 09/04/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0214 TIME 01:37 PM ESTIMATE NO. 072 BID OPENING 10/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/30/25 R.E. NAME: MERATI, ARTIN DATE OF THIS ESTIMATE 09/04/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 2" PLASTIC PIPE (SCHEDULE 40) LF 8.0000 4,200.00 2,035.000 16,280 (F) (SUPPLY LINE) 078 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 8.0000 440.00 55.000 440 (F) (SUPPLY LINE) 079 6" PLASTIC PIPE (SCHEDULE 40) LF 180.0000 5,760.00 77.000 13,860 (F) (SUPPLY LINE) 080 3" PLASTIC PIPE (CLASS 315) LF 13.5000 187,515.00 7,720.000 104,220 (F) (SUPPLY LINE) 081 6" PLASTIC PIPE (CLASS 315) LF 37.0000 135,605.00 316.000 11,692 (F) (SUPPLY LINE) 082 BALL VALVE EA 1,420.0000 9,940.00 7.000 9,940 083 12" CORRUGATED HIGH DENSITY LF 93.0000 132,990.00 1,430.000 132,990 POLYETHYLENE PIPE CONDUIT 084 BONDED FIBER MATRIX (SQFT) SQFT 0.0700 51,310.00 1,067,424.000 74,719 085 HYDROMULCH SQFT 0.1000 2,600.00 51,955.000 5,195 086 HYDROSEED SQFT 0.1200 3,120.00 51,955.000 6,234 087 PERMANENT EROSION CONTROL ESTABLISHMENT LS 100,000.0000 100,000.00 1.000 100,000 WORK 088 FINISHING ROADWAY LS 500,000.0000 500,000.00 1.000 500,000 089 CLASS 2 AGGREGATE SUBBASE CY 28.0000 2,293,200.00 85,431.760 2,392,089 090 CLASS 2 AGGREGATE BASE (CY) CY 38.0000 1,143,800.00 28,810.420 1,094,795 091 LEAN CONCRETE BASE CY 255.0000 1,818,150.00 8,078.650 2,060,055 092 LEAN CONCRETE BASE RAPID SETTING CY 560.0000 268,800.00 524.160 293,529 093 ASPHALT TREATED PERMEABLE BASE CY 251.0000 168,170.00 700.980 175,945 094 BASE BOND BREAKER SQYD 5.0000 286,000.00 57,943.850 289,719 095 HOT MIX ASPHALT (TYPE A) TON 94.0000 3,506,200.00 35,884.570 3,373,149 096 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 148.0000 985,680.00 8,187.430 1,211,739 097 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 9.0000 10,080.00 1,596.000 14,364 098 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 9.0000 100,800.00 12,107.000 108,963 099 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 9.0000 19,170.00 1,991.000 17,919 100 TACK COAT TON 900.0000 54,900.00 21.680 19,512 101 REMOVE ASPHALT CONCRETE DIKE LF 4.5000 75,600.00 20,443.000 91,993 102 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.5000 89,250.00 10,500.000 89,250 103 JOINTED PLAIN CONCRETE PAVEMENT CY 280.0000 6,440,000.00 23,664.090 6,625,945 PROGRAM CAS145 PAGE 5 DATE 09/04/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0214 TIME 01:37 PM ESTIMATE NO. 072 BID OPENING 10/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/30/25 R.E. NAME: MERATI, ARTIN DATE OF THIS ESTIMATE 09/04/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 JOINTED PLAIN CONCRETE PAVEMENT CY 520.0000 603,200.00 1,340.490 697,054 (RSC) 105 REMOVE CONCRETE PAVEMENT (CY) CY 52.0000 1,149,200.00 19,401.370 1,008,871 106 GRIND EXISTING CONCRETE SQYD 7.0000 194,600.00 27,800.000 194,600 PAVEMENT 107 GROUND ANCHOR (SUBHORIZONTAL) EA 2,800.0000 722,400.00 257.000 719,600 108 MECHANICALLY STABILIZED EMBANKMENT, SQFT 92.0000 251,712.00 2,736.000 251,712 (F) LOCATION A 109 MECHANICALLY STABILIZED EMBANKMENT, SQFT 82.0000 376,134.00 4,587.000 376,134 (F) LOCATION B 110 MECHANICALLY STABILIZED EMBANKMENT, SQFT 96.0000 187,776.00 1,956.000 187,776 (F) LOCATION C 111 MECHANICALLY STABILIZED EMBANKMENT, SQFT 82.0000 422,382.00 5,151.000 422,382 (F) LOCATION D 112 STEEL SOLDIER PILE (W 14 X 53) LF 97.0000 348,521.00 3,555.000 344,835 113 36" DRILLED HOLE LF 125.0000 244,250.00 1,933.000 241,625 114 FURNISH STEEL PILING (HP 12 X 84) LF 45.0000 1,343,565.00 29,857.000 1,343,565 115 DRIVE STEEL PILE (HP 12 X 84) EA 1,000.0000 786,000.00 786.000 786,000 116 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 447.0000 581,994.00 1,302.000 581,994 117 FURNISH 24" CAST-IN-STEEL SHELL LF 86.0000 1,699,360.00 19,760.000 1,699,360 CONCRETE PILING 118 DRIVE 24" CAST-IN-STEEL SHELL CONCRETE EA 3,020.0000 918,080.00 304.000 918,080 PILE 119 54" CAST-IN-DRILLED-HOLE CONCRETE LF 1,200.0000 168,000.00 140.000 168,000 PILE (SIGN FOUNDATION) 120 60" CAST-IN-DRILLED-HOLE CONCRETE LF 995.0000 437,800.00 440.000 437,800 PILE (SIGN FOUNDATION) 121 SEAL COURSE CONCRETE CY 400.0000 356,000.00 1,060.518 424,207 122 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 437,700.00 1,458.999 437,699 (F) 123 STRUCTURAL CONCRETE, BRIDGE CY 800.0000 1,296,000.00 1,620.000 1,296,000 (F) 124 STRUCTURAL CONCRETE, BRIDGE CY 900.0000 661,500.00 735.000 661,500 (F) (POLYMER FIBER) 125 STRUCTURAL CONCRETE, RETAINING WALL CY 355.0000 3,760,515.00 10,825.000 3,842,875 (F) 126 STRUCTURAL CONCRETE, BARRIER SLAB CY 485.0000 300,700.00 620.000 300,700 (F) 127 STRUCTURAL CONCRETE, APPROACH SLAB CY 940.0000 441,800.00 470.000 441,800 (F) (TYPE N) 128 STRUCTURAL CONCRETE, BOX CULVERT CY 1,500.0000 502,500.00 296.000 444,000 (F) 129 STRUCTURAL CONCRETE, HEADWALL CY 1,430.0000 58,630.00 41.000 58,630 (F) 130 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,520.0000 1,693,440.00 685.600 1,727,712 (F) PROGRAM CAS145 PAGE 6 DATE 09/04/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0214 TIME 01:37 PM ESTIMATE NO. 072 BID OPENING 10/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/30/25 R.E. NAME: MERATI, ARTIN DATE OF THIS ESTIMATE 09/04/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 MINOR CONCRETE (MINOR STRUCTURE) CY 1,200.0000 698,400.00 621.500 745,800 (F) 132 ARCHITECTURAL TREATMENT (CUSTOM SCENE) SQFT 66.0000 230,934.00 3,499.000 230,934 (F) 133 ARCHITECTURAL TREATMENT (SLATE TEXTURE) SQFT 20.0000 1,097,040.00 55,002.490 1,100,049 (F) 134 ARCHITECTURAL TREATMENT (STACKED STONE SQFT 56.0000 38,304.00 684.000 38,304 (F) TEXTURE) 135 FURNISH PRECAST PRESTRESSED CONCRETE EA 26,500.0000 1,643,000.00 62.000 1,643,000 GIRDER (80'-90') 136 FURNISH PRECAST PRESTRESSED CONCRETE BOX EA 26,500.0000 53,000.00 2.000 53,000 GIRDER (80'-90') 137 ERECT PRECAST PRESTRESSED CONCRETE EA 2,000.0000 124,000.00 62.000 124,000 GIRDER 138 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 2,000.0000 4,000.00 2.000 4,000 GIRDER 139 JOINT SEAL (MR 1") LF 250.0000 84,750.00 339.000 84,750 140 BAR REINFORCING STEEL LB 6.0000 36,594.00 6,156.800 36,940 (F) 141 BAR REINFORCING STEEL (BRIDGE) LB 0.8000 1,121,299.20 1,401,624.000 1,121,299 (F) 142 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 1,501,474.00 1,551,161.000 1,551,161 (F) 143 BAR REINFORCING STEEL (BOX CULVERT) LB 2.4000 154,281.60 58,971.600 141,531 (F) 144 HEADED BAR REINFORCEMENT EA 49.0000 2,548.00 52.000 2,548 (F) 145 STRUCTURAL SHOTCRETE CY 525.0000 87,675.00 167.000 87,675 (F) 146 FURNISH SIGN STRUCTURE (TRUSS) LB 4.2000 1,785,000.00 425,000.000 1,785,000 (F) 147 INSTALL SIGN STRUCTURE (TRUSS) LB 0.4000 170,000.00 425,000.000 170,000 (F) 148 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 5.0000 25,015.00 5,003.000 25,015 (F) WITHOUT WALKWAY) 149 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 5.0000 25,015.00 5,003.000 25,015 (F) WITHOUT WALKWAY) 150 REMOVE SIGN STRUCTURE (EA) EA 2,500.0000 42,500.00 18.000 45,000 151 REMOVE BRIDGE MOUNTED SIGN EA 2,500.0000 2,500.00 1.000 2,500 152 TIMBER LAGGING MFBM 7,100.0000 312,400.00 43.000 305,300 (F) 153 CLEAN AND PAINT STEEL SOLDIER PILING LS 15,000.0000 15,000.00 1.000 15,000 154 REMOVE RETAINING WALL (LF) LF 75.0000 170,250.00 2,270.000 170,250 155 BRIDGE REMOVAL LS 300,000.0000 300,000.00 1.000 300,000 156 BRIDGE MONITORING LS 15,000.0000 15,000.00 1.000 15,000 157 18" ALTERNATIVE PIPE CULVERT LF 201.0000 48,240.00 439.500 88,339 PROGRAM CAS145 PAGE 7 DATE 09/04/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0214 TIME 01:37 PM ESTIMATE NO. 072 BID OPENING 10/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/30/25 R.E. NAME: MERATI, ARTIN DATE OF THIS ESTIMATE 09/04/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 24" ALTERNATIVE PIPE CULVERT LF 140.0000 88,200.00 734.800 102,872 159 12" PLASTIC PIPE LF 100.0000 65,800.00 614.000 61,400 160 18" REINFORCED CONCRETE PIPE (CLASS IV) LF 152.0000 802,560.00 5,526.800 840,073 161 24" REINFORCED CONCRETE PIPE (CLASS IV) LF 184.0000 1,838,160.00 10,139.600 1,865,686 162 30" REINFORCED CONCRETE PIPE (CLASS IV) LF 124.0000 26,040.00 195.900 24,291 163 36" REINFORCED CONCRETE PIPE (CLASS IV) LF 167.0000 41,750.00 186.000 31,062 164 19"X30" OVAL SHAPED REINFORCED CONCRETE LF 205.0000 30,750.00 144.700 29,663 PIPE (CLASS II) 165 24" X 38" OVAL SHAPED REINFORCED LF 265.0000 76,850.00 283.100 75,021 CONCRETE PIPE (CLASS II) 166 3" SLOTTED PLASTIC PIPE UNDERDRAIN LF 9.0000 44,820.00 4,976.000 44,784 167 3" PLASTIC PIPE (EDGE DRAIN) LF 21.0000 5,250.00 249.000 5,229 168 DRAINAGE INLET MARKER EA 25.0000 825.00 33.000 825 169 18" CORRUGATED STEEL PIPE RISER LF 520.0000 62,400.00 108.700 56,524 (.079" THICK) 170 GRATED LINE DRAIN LF 170.0000 23,800.00 125.000 21,250 171 WELDED STEEL PIPE CASING (BRIDGE) LF 260.0000 20,800.00 80.000 20,800 172 18" CONCRETE FLARED END SECTION EA 3,000.0000 15,000.00 3.000 9,000 173 24" CONCRETE FLARED END SECTION EA 3,000.0000 15,000.00 5.000 15,000 174 36" CONCRETE FLARED END SECTION EA 4,300.0000 4,300.00 1.000 4,300 175 36" PRECAST CONCRETE PIPE INLET LF 500.0000 21,000.00 41.800 20,900 176 36" PRECAST CONCRETE PIPE MANHOLE LF 465.0000 15,810.00 26.600 12,369 177 ABANDON CULVERT (LF) LF 18.0000 41,220.00 1,755.500 31,599 178 ABANDON INLET EA 1,900.0000 9,500.00 9.000 17,100 179 REMOVE OVERSIDE DRAIN EA 1,050.0000 1,050.00 1.000 1,050 180 REMOVE CULVERT (LF) LF 22.0000 146,300.00 4,787.400 105,322 181 REMOVE REINFORCED CONCRETE BOX CULVERT LF 75.0000 30,750.00 88.900 6,667 (LF) 182 REMOVE INLET EA 870.0000 73,080.00 70.000 60,900 183 REMOVE HEADWALL EA 800.0000 4,000.00 6.000 4,800 184 REMOVE MANHOLE EA 950.0000 2,850.00 3.000 2,850 PROGRAM CAS145 PAGE 8 DATE 09/04/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0214 TIME 01:37 PM ESTIMATE NO. 072 BID OPENING 10/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/30/25 R.E. NAME: MERATI, ARTIN DATE OF THIS ESTIMATE 09/04/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 REMOVE CONCRETE FLARED END SECTION (EA) EA 415.0000 1,245.00 3.000 1,245 186 ADJUST INLET EA 750.0000 3,750.00 4.000 3,000 187 ADJUST MANHOLE TO GRADE EA 2,900.0000 5,800.00 2.000 5,800 188 REMOVE CONCRETE (CHANNEL) CY 100.0000 9,500.00 70.900 7,090 189 CAP INLET EA 1,950.0000 35,100.00 18.000 35,100 190 CAP MANHOLE EA 1,950.0000 1,950.00 2.000 3,900 191 SAND BACKFILL CY 135.0000 33,750.00 195.040 26,330 192 REMOVE SLOPE PAVING (SQYD) SQYD 10.0000 6,280.00 1,308.838 13,088 193 ROCK SLOPE PROTECTION CY 150.0000 2,250.00 16.900 2,535 (F) (FACING, METHOD B) (CY) 194 CONCRETE (CONCRETE APRON) CY 575.0000 115.00 0.200 115 195 SLOPE PAVING (CONCRETE) CY 780.0000 31,200.00 50.300 39,234 196 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.0000 82.00 92.500 92 197 MINOR CONCRETE (CURB) (CY) CY 670.0000 34,170.00 94.970 63,629 198 MINOR CONCRETE (GUTTER) (LF) LF 28.0000 118,776.00 4,314.000 120,792 199 DETECTABLE WARNING SURFACE SQFT 52.0000 20,800.00 400.000 20,800 200 MINOR CONCRETE (MISCELLANEOUS CY 610.0000 61,000.00 189.300 115,473 CONSTRUCTION) (RAPID STRENGTH) 201 MINOR CONCRETE (CURB AND GUTTER) CY 508.0000 218,440.00 430.000 218,440 202 MINOR CONCRETE (DRIVEWAY) CY 1,200.0000 9,600.00 8.000 9,600 203 MINOR CONCRETE (SIDEWALK) CY 430.0000 103,200.00 240.000 103,200 204 MINOR CONCRETE (TEXTURED PAVING) CY 480.0000 268,800.00 492.000 236,160 205 MINOR CONCRETE (CURB RAMP) CY 1,000.0000 53,000.00 80.530 80,530 206 REMOVE CONCRETE ISLAND (PORTIONS) (CY) CY 335.0000 73,700.00 221.000 74,035 207 REMOVE CONCRETE SIDEWALK AND DRIVEWAY CY 380.0000 140,600.00 450.070 171,026 208 REMOVE CONCRETE (CURB AND GUTTER) LF 21.0000 233,100.00 11,263.000 236,523 209 PRE/POST CONSTRUCTION SURVEYS EA 22,500.0000 90,000.00 23.000 517,500.00 28.000 630,000 210 MISCELLANEOUS IRON AND STEEL LB 3.0000 331,377.00 112,361.000 337,083 (F) 211 GROUNDWATER MONITORING LS 30,000.0000 30,000.00 1.000 30,000 PROGRAM CAS145 PAGE 9 DATE 09/04/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0214 TIME 01:37 PM ESTIMATE NO. 072 BID OPENING 10/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/30/25 R.E. NAME: MERATI, ARTIN DATE OF THIS ESTIMATE 09/04/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 LIGHTING (CITY STREET) LS 200,000.0000 200,000.00 1.000 200,000 213 STONE VENEER SQFT 285.0000 176,700.00 620.000 176,700 214 TEMPORARY FENCE (TYPE CL-6) LF 15.0000 44,100.00 6,342.000 95,130 215 CHAIN LINK FENCE (TYPE CL-4) LF 21.0000 34,860.00 2,609.000 54,789 216 CHAIN LINK FENCE (TYPE CL-6) LF 24.0000 192,960.00 8,026.000 192,624 217 12' CHAIN LINK GATE (TYPE CL-6) EA 3,000.0000 9,000.00 5.000 15,000 218 REMOVE CHAIN LINK FENCE LF 6.2500 64,375.00 11,786.000 73,662 219 REMOVE PAVEMENT MARKER EA 0.7000 27,230.00 9,883.000 6,918 220 DELINEATOR (CLASS 1) EA 60.0000 12,000.00 226.000 13,560 221 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 69,600.00 17,453.000 69,812 222 OBJECT MARKER (TYPE L) EA 60.0000 1,200.00 20.000 1,200 223 REMOVE ROADSIDE SIGN EA 175.0000 47,250.00 270.000 47,250 224 RELOCATE ROADSIDE SIGN EA 350.0000 1,050.00 2.000 700 225 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 28.0000 15,680.00 560.000 15,680 226 FURNISH LAMINATED PANEL SIGN SQFT 25.0000 74,250.00 2,968.400 74,210 (1"-TYPE A) FOR RETROFLECTIVE SHEETING (TYPE XI) 227 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 15.0000 6,600.00 496.000 7,440 228 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 24,600.00 1,244.920 24,898 (0.063"-UNFRAMED) 229 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 17,000.00 862.840 17,256 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 230 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 8,800.00 457.260 9,145 (0.080"-UNFRAMED) 231 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 9,600.00 480.500 9,610 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 232 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 7,400.00 370.000 7,400 (0.063"-FRAMED) 233 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 2,800.00 133.500 2,670 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 234 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 4,400.00 221.500 4,430 (0.080"-FRAMED) 235 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 20,200.00 994.000 19,880 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 10 DATE 09/04/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0214 TIME 01:37 PM ESTIMATE NO. 072 BID OPENING 10/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/30/25 R.E. NAME: MERATI, ARTIN DATE OF THIS ESTIMATE 09/04/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 236 FURNISH RETROREFLECTIVE SHEETING SQFT 4.5000 26,505.00 5,885.890 26,486 (TYPE XI) 237 METAL (ROADSIDE SIGN) LB 12.0000 67,440.00 5,625.000 67,500 238 METAL (BARRIER MOUNTED SIGN) LB 12.0000 33,000.00 2,726.000 32,712 239 ROADSIDE SIGN - ONE POST EA 350.0000 42,000.00 126.000 44,100 240 ROADSIDE SIGN - TWO POST EA 500.0000 25,500.00 51.000 25,500 241 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 300.0000 9,000.00 30.000 9,000 METHOD) 242 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 38.0000 106,020.00 3,252.000 123,576 243 VEGETATION CONTROL (MINOR CONCRETE) SQYD 51.0000 136,680.00 3,111.000 158,661 244 DOUBLE THRIE BEAM BARRIER (WOOD POST) LF 70.0000 33,600.00 573.000 40,110 245 CABLE RAILING LF 31.0000 130,541.00 4,337.000 134,447 (F) 246 TRANSITION RAILING (TYPE DTB) EA 5,700.0000 5,700.00 1.000 5,700 247 TRANSITION RAILING (TYPE WB-31) EA 5,100.0000 51,000.00 11.000 56,100 248 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,200.0000 13,200.00 13.000 15,600 249 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,400.0000 79,200.00 18.000 79,200 250 CRASH CUSHION (TYPE SCI-100GM) EA 50,000.0000 100,000.00 2.000 100,000 251 CONCRETE BARRIER (TYPE 60M) LF 115.0000 423,200.00 3,740.000 430,100 252 CONCRETE BARRIER (TYPE 60MD) LF 60.0000 123,120.00 2,052.000 123,120 253 CONCRETE BARRIER (TYPE 60MG) LF 90.0000 337,500.00 3,808.000 342,720 254 CONCRETE BARRIER (TYPE 60MGC) LF 105.0000 265,650.00 2,530.000 265,650 255 CONCRETE BARRIER (TYPE 60MGF) LF 400.0000 348,000.00 857.000 342,800 256 CONCRETE BARRIER (TYPE 60MGA MODIFIED) LF 105.0000 24,255.00 231.000 24,255 (F) 257 CONCRETE BARRIER (TYPE 60MD MODIFIED) LF 60.0000 108,360.00 1,942.000 116,520 258 CONCRETE BARRIER (TYPE 836A) LF 81.0000 262,440.00 3,238.000 262,278 259 CONCRETE BARRIER (TYPE 836 MODIFIED) LF 107.0000 151,726.00 1,418.000 151,726 (F) 260 CONCRETE BARRIER (TYPE 836B) LF 90.0000 172,800.00 1,920.000 172,800 261 REMOVE GUARDRAIL LF 12.5000 50,000.00 4,234.000 52,925 262 REMOVE CONCRETE BARRIER LF 20.0000 266,000.00 13,300.000 266,000 PROGRAM CAS145 PAGE 11 DATE 09/04/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0214 TIME 01:37 PM ESTIMATE NO. 072 BID OPENING 10/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/30/25 R.E. NAME: MERATI, ARTIN DATE OF THIS ESTIMATE 09/04/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 263 REMOVE CRASH CUSHION EA 1,500.0000 1,500.00 1.000 1,500 264 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 37,720.00 8,169.000 32,676 (ENHANCED WET NIGHT VISIBILITY) 265 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 1,036.00 1,159.000 463 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 266 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 4,200.00 12,077.000 4,830 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 267 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 34,040.00 95,151.000 38,060 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 268 PAINT TRAFFIC STRIPE (2-COAT) LF 0.4000 205,600.00 770,634.200 308,253 269 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.0000 23,760.00 100,368.000 301,104 270 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 52,080.00 63,967.000 51,173 (ENHANCED WET NIGHT VISIBILITY) 271 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 348.00 430.000 258 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 272 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 31,000.00 13,529.000 27,058 (ENHANCED WET NIGHT VISIBILITY) 273 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 13,380.00 11,188.000 16,782 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 274 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 34,650.00 25,480.000 38,220 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 275 REMOVE PAINTED TRAFFIC STRIPE LF 0.3000 177,600.00 300,774.750 90,232 276 REMOVE PAINTED PAVEMENT MARKING SQFT 1.5000 10,470.00 12,243.000 18,364 277 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 66,600.00 146,768.000 44,030 278 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.5000 8,325.00 2,072.000 3,108 279 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,900.0000 2,900.00 1.000 2,900 SYSTEM ELEMENTS DURING CONSTRUCTION 280 MODIFYING EXISTING ELECTRICAL SYSTEM LS 7,255,000.0000 7,255,000.00 1.000 7,255,000 281 BUILDING WORK LS 1,300,000.0000 1,300,000.00 1.000 1,300,000 282 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 283 INVASIVE SPECIES CONTROL LS 15,000.0000 15,000.00 1.000 15,000 284 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 285 ISOLATION JOINT SEAL (ASPHALT RUBBER) LF 9.0000 297,000.00 38,654.000 347,886 PROGRAM CAS145 PAGE 12 DATE 09/04/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0214 TIME 01:37 PM ESTIMATE NO. 072 BID OPENING 10/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/30/25 R.E. NAME: MERATI, ARTIN DATE OF THIS ESTIMATE 09/04/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 526,000.00 101,619,538.43 ADJUSTMENT OF COMPENSATION 0.00 3,072,204.02 EXTRA WORK 38,481.62 9,057,565.28 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 564,481.62 113,749,307.73 286 MOBILIZATION LS 10,000,000.0000 10,000,000.00 1.000 10,000,000 ORIGINAL CONTRACT AMOUNT 107,993,733.30 TOTAL WORK COMPLETED 564,481.62 123,749,307.73 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -58,440.50 TOTAL 564,481.62 123,690,867.23 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 01/15/20 1110 03/10/20 03/10/20 07/30/25 1230 113 120 0 100% 100% MERATI, ARTIN RESIDENT ENGINEER