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 06/18/25 EST. NO. 021 TIME 08:58 AM R.E. NAME: MERATI, ARTIN 12-0P69U4 --------------------------------------------------------------------------- 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 06/18/25 EST. NO. 021 TIME 08:58 AM R.E. NAME: MERATI, ARTIN 12-0P69U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CEM4401 CY2023 -10,000.00 006 CEM4401 CY2023 10,000.00 008 CEM4401 CY2024 -10,000.00 017 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 06/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0P69U4 TIME 08:58 AM ESTIMATE NO. 021 BID OPENING 11/30/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: MERATI, ARTIN DATE OF THIS ESTIMATE 06/18/25 LOCATION PROGRESS ESTIMATE 12-ORA-1-5.5/7.9 ----------------- GRIFFITH COMPANY ORANGE COUNTY IN LAGUNA BEACH FROM 7TH 12200 BLOOMFIELD AVE AVENUE TO RUBY STREET SANTA FE SPRINGS CA 90670 FED. AID NO. ACST-P001(680)E RECONSTRUCT CURB RAMPS AND COLD PLANE PAVE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 67,000.0000 67,000.00 0.500 33,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,100.0000 440,000.00 3.000 3,300.00 313.000 344,300 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 60,000.00 5.000 30,000 005 HOURLY OFF-SITE HR 200.0000 4,000.00 20.500 4,100 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 48,000.0000 48,000.00 0.740 35,520 007 TRAFFIC CONTROL SYSTEM LS 600,000.0000 600,000.00 0.800 480,000 008 FLASHING ARROW SIGN EA 5,000.0000 375,000.00 44.000 220,000 009 TYPE II BARRICADE EA 80.0000 186,400.00 876.000 70,080 010 TYPE III BARRICADE EA 208.0000 6,240.00 6.000 1,248 011 CHANNELIZER (SURFACE MOUNTED) EA 46.0000 238,280.00 5,625.000 258,750 012 PORTABLE RADAR SPEED FEEDBACK SIGN EA 30.0000 12,000.00 274.000 8,220 SYSTEM DAY 013 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 180,000.0000 180,000.00 0.800 144,000 014 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 58,000.0000 58,000.00 0.800 46,400 015 TEMPORARY RAILING (TYPE K) LF 75.0000 62,250.00 820.000 61,500 016 ALTERNATIVE TEMPORARY CRASH CUSHION EA 5,000.0000 5,000.00 1.000 5,000 017 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 3,000.0000 6,000.00 1.220 3,660 SYSTEM 018 JOB SITE MANAGEMENT LS 20,000.0000 20,000.00 0.750 15,000 019 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 1.000 3,000 PLAN 020 RAIN EVENT ACTION PLAN EA 500.0000 7,500.00 10.000 5,000 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 200.0000 3,800.00 18.000 3,600 022 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 PROGRAM CAS145 PAGE 2 DATE 06/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0P69U4 TIME 08:58 AM ESTIMATE NO. 021 BID OPENING 11/30/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: MERATI, ARTIN DATE OF THIS ESTIMATE 06/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 800.0000 5,600.00 7.000 5,600 024 TEMPORARY GRAVEL BAG BERM LF 5.5000 137,500.00 6,637.000 36,503 025 STREET SWEEPING LS 29,000.0000 29,000.00 0.800 23,200 026 TEMPORARY CONCRETE WASHOUT LS 8,000.0000 8,000.00 0.770 6,160 027 TREATED WOOD WASTE LB 1.8000 5,472.00 3,040.000 5,472 028 SALVAGE BENCH EA 1,700.0000 5,100.00 2.000 3,400 029 SALVAGE TRASH CONTAINER EA 1,000.0000 8,000.00 4.000 4,000 030 REMOVE CONCRETE (CY) CY 407.0000 622,710.00 1,573.830 640,548 031 REMOVE PARKING METER POST EA 1,300.0000 1,300.00 0.000 0 032 TEMPORARY HIGH-VISIBILITY FENCE LF 32.0000 70,720.00 930.000 29,760 033 CLEARING AND GRUBBING (LS) LS 125,000.0000 125,000.00 1.000 125,000 034 ROADWAY EXCAVATION CY 210.0000 142,800.00 1,117.230 234,618 035 ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY CY 440.0000 140,800.00 316.150 139,106 DEPOSITED LEAD) 036 ROADWAY EXCAVATION (TYPE COM) (AERIALLY CY 1,400.0000 8,400.00 0.000 0 DEPOSITED LEAD) 037 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 400.0000 138,000.00 345.000 138,000 (F) 038 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 315.0000 29,295.00 93.000 29,295 (F) 039 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 585.0000 131,040.00 224.000 131,040 (F) 040 LEAN CONCRETE BACKFILL CY 640.0000 33,280.00 52.000 33,280 (F) 041 IMPORTED BORROW (CY) CY 165.0000 21,450.00 64.000 10,560 042 ROADSIDE CLEARING LS 40,000.0000 40,000.00 0.000 0 043 ROCK BLANKET SQFT 290.0000 20,300.00 0.000 0 044 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 100.0000 11,100.00 0.000 0 (F) LINE) 045 4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 26.0000 4,030.00 40.000 1,040 (F) LINE) 046 6" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 38.0000 760.00 0.000 0 (F) LINE) 047 8" CORRUGATED HIGH DENSITY POLYETHYLENE LF 475.0000 57,000.00 0.000 0 PIPE CONDUIT 048 IMPORTED TOPSOIL (CY) CY 217.0000 12,152.00 70.000 15,190 049 FINISHING ROADWAY LS 35,000.0000 35,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 06/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0P69U4 TIME 08:58 AM ESTIMATE NO. 021 BID OPENING 11/30/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: MERATI, ARTIN DATE OF THIS ESTIMATE 06/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CLASS 3 AGGREGATE SUBBASE CY 420.0000 310,800.00 1,311.140 550,678 051 HOT MIX ASPHALT (TYPE A) TON 261.0000 553,320.00 153.590 40,086.99 1,440.190 375,889 052 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 147.0000 1,969,800.00 0.000 0 053 TACK COAT TON 1,040.0000 32,240.00 0.130 135 054 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 246.0000 595,320.00 1,373.270 337,824 055 REMOVE ASPHALT CONCRETE DIKE LF 4.0000 1,600.00 400.000 1,600 056 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.3500 641,350.00 0.000 0 057 MASONRY BLOCK WALL SQFT 225.0000 71,325.00 164.000 36,900 (F) 058 STEEL SOLDIER PILE (W 12 X 96) LF 245.0000 506,660.00 2,068.000 506,660 059 STEEL SOLDIER PILE (W 12 X 50) LF 225.0000 67,500.00 300.000 67,500 060 24" DRILLED HOLE LF 190.0000 446,690.00 2,351.040 446,697 061 STRUCTURAL CONCRETE, WALL FACING CY 2,125.0000 488,750.00 230.000 488,750 062 STRUCTURAL CONCRETE, DRAINAGE INLET CY 5,000.0000 105,000.00 21.000 105,000 (F) 063 CONCRETE SURFACE TEXTURE (FIELD STONE) SQFT 94.0000 200,314.00 2,131.000 200,314 064 BAR REINFORCING STEEL (WALL FACING, LB 3.4000 131,733.00 38,745.000 131,733 (F) EPOXY COATED) 065 TIMBER LAGGING MFBM 12,700.0000 266,700.00 21.000 266,700 (F) 066 CLEAN AND PAINT STEEL SOLDIER PILING LS 162,000.0000 162,000.00 1.000 162,000 067 18" BITUMINOUS COATED CORRUGATED STEEL LF 2,500.0000 20,000.00 0.000 0 PIPE (.109" THICK) 068 DRAINAGE INLET MARKER EA 222.0000 1,332.00 0.000 0 069 REMOVE OVERSIDE DRAIN EA 4,800.0000 4,800.00 1.000 4,800 070 REMOVE PIPE (LF) LF 400.0000 10,400.00 17.000 6,800 071 REMOVE INLET EA 9,500.0000 57,000.00 6.000 57,000 072 ADJUST INLET EA 4,600.0000 4,600.00 0.000 0 073 DETECTABLE WARNING SURFACE SQFT 69.0000 78,660.00 923.290 63,707 074 MINOR CONCRETE (MISCELLANEOUS CY 2,222.0000 53,328.00 0.000 0 CONSTRUCTION) 075 MINOR CONCRETE (CURB AND GUTTER) CY 1,450.0000 826,500.00 580.230 841,333 076 MINOR CONCRETE (DRIVEWAY) CY 1,770.0000 107,970.00 12.020 21,275 PROGRAM CAS145 PAGE 4 DATE 06/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0P69U4 TIME 08:58 AM ESTIMATE NO. 021 BID OPENING 11/30/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: MERATI, ARTIN DATE OF THIS ESTIMATE 06/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 MINOR CONCRETE FOR DRIVEWAY (RSC) CY 1,600.0000 336,000.00 219.580 351,328 078 MINOR CONCRETE FOR CROSS GUTTER (RSC) CY 1,300.0000 299,000.00 224.260 291,538 079 MINOR CONCRETE FOR SIDEWALK (RSC) CY 1,850.0000 5,550.00 1.230 2,275 080 MINOR CONCRETE (CURB, SIDEWALK AND CURB CY 1,600.0000 816,000.00 584.840 935,744 RAMP) 081 PRE/POST CONSTRUCTION SURVEYS EA 600.0000 90,000.00 0.000 0 082 MISCELLANEOUS IRON AND STEEL LB 12.0000 14,280.00 1,190.000 14,280 (F) 083 PARKING METER POST EA 5,500.0000 5,500.00 0.000 0 084 ADJUST MANHOLE FRAME AND COVER (UTILITY) EA 4,200.0000 4,200.00 0.000 0 085 PAINT CURB (2-COAT) SQFT 1.0000 45,000.00 1,892.000 1,892.00 5,382.000 5,382 086 PREPARE AND STAIN CONCRETE SQFT 7.0000 14,917.00 2,131.000 14,917 087 ANTI-GRAFFITI COATING SQFT 3.0000 10,740.00 3,580.000 10,740 088 TEMPORARY FENCE (TYPE CL-6) LF 250.0000 5,000.00 20.000 5,000 089 REMOVE FENCE LF 22.0000 4,840.00 220.000 4,840 090 REMOVE PAVEMENT MARKER EA 1.4000 3,248.00 0.000 0 091 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 11,550.00 0.000 0 092 REMOVE ROADSIDE SIGN EA 250.0000 23,750.00 10.000 2,500 093 REMOVE ROADSIDE SIGN PANEL EA 170.0000 1,700.00 0.000 0 094 RESET ROADSIDE SIGN EA 270.0000 1,890.00 2.000 540 095 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 29,520.00 157.750 2,839 (0.063"-UNFRAMED) 096 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 11,780.00 16.000 304 (0.080"-UNFRAMED) 097 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 35.0000 700.00 0.000 0 (0.063"-FRAMED) 098 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 61.0000 1,281.00 0.000 0 (0.080"-FRAMED) 099 ROADSIDE SIGN - ONE POST EA 270.0000 35,100.00 12.000 3,240 100 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 128.0000 9,984.00 4.000 512 METHOD) 101 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 850.0000 1,700.00 0.000 0 102 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 215.0000 1,505.00 0.000 0 POST 103 INSTALL PEDESTRIAN RAILING LF 155.0000 87,110.00 0.000 0 (F) PROGRAM CAS145 PAGE 5 DATE 06/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0P69U4 TIME 08:58 AM ESTIMATE NO. 021 BID OPENING 11/30/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: MERATI, ARTIN DATE OF THIS ESTIMATE 06/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 HANDRAILING LF 134.0000 80,400.00 0.000 0 (F) 105 REMOVE GUARDRAIL LF 24.0000 8,160.00 333.000 7,992 106 MODIFY BRIDGE RAILING (LS) LS 11,000.0000 11,000.00 1.000 11,000 107 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 5.6000 89,600.00 0.000 0 WET NIGHT VISIBILITY) 108 PREFORMED THERMOPLASTIC PAVEMENT MARKING SQFT 11.0000 20,350.00 0.000 0 109 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 11,660.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 110 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 4,690.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 111 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.3500 66,150.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 112 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 245.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 113 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.7000 8,551.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 114 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.4900 898.00 0.000 0 115 LIGHTING SYSTEM LS 470,000.0000 470,000.00 1.000 470,000 116 TRAFFIC CENSUS STATION SYSTEMS LS 78,000.0000 78,000.00 0.290 22,620 117 INTERCONNECTION CONDUIT AND CABLE (LS) LS 106,000.0000 106,000.00 0.000 0 118 MODIFYING LIGHTING SYSTEMS LS 148,000.0000 148,000.00 0.130 19,240.00 0.679 100,492 119 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 536,000.0000 536,000.00 0.061 32,696.00 0.715 383,240 PROGRAM CAS145 PAGE 6 DATE 06/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0P69U4 TIME 08:58 AM ESTIMATE NO. 021 BID OPENING 11/30/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: MERATI, ARTIN DATE OF THIS ESTIMATE 06/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 97,214.99 10,705,274.13 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 132,854.51 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 97,214.99 10,838,128.64 120 MOBILIZATION LS 700,000.0000 700,000.00 1.000 700,000 ORIGINAL CONTRACT AMOUNT 16,163,520.00 TOTAL WORK COMPLETED 97,214.99 11,538,128.64 MATERIALS ON HAND ON SITE -11,035.00 11,673.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 86,179.99 11,539,801.64 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 06/08/23 400 09/06/23 08/02/23 10/28/25 311 156 0 0 68% 78% PROGRESS IS SATISFACTORY MERATI, ARTIN RESIDENT ENGINEER