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 06/19/25 EST. NO. 001 TIME 04:28 PM R.E. NAME: PERIS SALIH 11-2N1774 --------------------------------------------------------------------------- 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 06/19/25 EST. NO. 001 TIME 04:28 PM R.E. NAME: PERIS SALIH 11-2N1774 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2N1774 TIME 04:28 PM ESTIMATE NO. 001 BID OPENING 05/09/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: PERIS SALIH DATE OF THIS ESTIMATE 06/19/25 LOCATION RERUN PROGRESS ESTIMATE 11-VAR ----------------------- GRIFFITH COMPANY SAN DIEGO COUNTY AT VARIOUS LOCATIONS 3050 E. BIRCH ST BREA CA 92821 FED. AID NO. N O N E MICRO-SURFACING, HMA, PAVEMENT MARKING AND ------------------------------------------------------------------------------------------------------------------------------------ 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 TIME-RELATED OVERHEAD (WDAY) WDAY 1,500.0000 82,500.00 26.000 39,000.00 26.000 39,000 003 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.589 11,780.00 0.589 11,780 004 TRAFFIC CONTROL SYSTEM LS 209,797.0000 209,797.00 0.473 99,233.98 0.473 99,233 005 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,350.0000 74,250.00 26.000 35,100.00 26.000 35,100 006 CHANNELIZER (SURFACE MOUNTED) EA 75.0000 375.00 0.000 0 007 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 35.0000 1,925.00 26.000 910.00 26.000 910 SYSTEM 008 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 2,900.0000 14,500.00 2.364 6,855.60 2.364 6,855 009 JOB SITE MANAGEMENT LS 12,500.0000 12,500.00 0.473 5,912.50 0.473 5,912 010 WATER POLLUTION CONTROL PROGRAM LS 2,500.0000 2,500.00 0.750 1,875.00 0.750 1,875 011 MANAGE SOLID WASTE GENERATED BY THE HR 232.0000 6,496.00 20.000 4,640.00 20.000 4,640 PUBLIC 012 TREATED WOOD WASTE LB 1.0000 2,020.00 0.000 0 013 SHOULDER BACKING TON 75.0000 40,500.00 120.000 9,000.00 120.000 9,000 014 ASPHALTIC EMULSION (FOG SEAL COAT) TON 3,700.0000 29,600.00 0.000 0 015 MICRO-SURFACING TON 375.0000 645,000.00 958.790 359,546.25 958.790 359,546 016 HOT MIX ASPHALT (TYPE A) TON 195.0000 72,150.00 339.000 66,105.00 339.000 66,105 017 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 238.0000 928,200.00 3,470.610 826,005.18 3,470.610 826,005 018 TACK COAT TON 2,000.0000 36,000.00 13.020 26,040.00 13.020 26,040 019 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.0000 231,600.00 34,728.420 208,370.52 34,728.420 208,370 020 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.9000 23,010.00 0.000 0 021 REMOVE ROADSIDE SIGN MOUNTED ON MAST ARM EA 630.0000 630.00 0.000 0 022 REMOVE ROADSIDE SIGN (WOOD POST) EA 540.0000 12,420.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 06/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2N1774 TIME 04:28 PM ESTIMATE NO. 001 BID OPENING 05/09/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: PERIS SALIH DATE OF THIS ESTIMATE 06/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 316.0000 2,212.00 0.000 0 BRACKET METHOD) 024 RELOCATE ROADSIDE SIGN EA 1,000.0000 1,000.00 0.000 0 025 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 5,200.00 0.000 0 (0.063"-UNFRAMED) 026 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.5000 4,995.00 0.000 0 (0.080"-FRAMED) 027 ROADSIDE SIGN - ONE POST EA 960.0000 31,680.00 0.000 0 028 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 360.0000 4,680.00 0.000 0 METHOD) 029 INSTALL SIGN (MAST-ARM METHOD) EA 1,350.0000 2,700.00 0.000 0 030 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 560.0000 12,880.00 0.000 0 POST 031 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 9.6000 203,520.00 0.000 0 WET NIGHT VISIBILITY) 032 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 13,530.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 033 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.7000 110,840.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 034 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.6000 15,600.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 035 12" THERMOPLASTIC TRAFFIC STRIPE LF 3.9000 63,570.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 036 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.6500 52,470.00 5,694.000 15,089.10 5,694.000 15,089 037 12" RUMBLE STRIP (ASPHALT CONCRETE STA 65.0000 22,750.00 26.000 1,690.00 26.000 1,690 PAVEMENT) 038 CONTRAST STRIPE PAINT (2-COAT) LF 0.6500 14,040.00 0.000 0 039 REMOVE TRAFFIC STRIPE LF 0.7000 48,440.00 46,822.500 32,775.75 46,822.500 32,775 040 INDUCTIVE LOOP DETECTOR (LS) LS 51,000.0000 51,000.00 0.960 48,960.00 0.960 48,960 041 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 042 METAL (ROADSIDE SIGN) LB 14.0000 700.00 0.000 0 043 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.3000 3,220.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) PROGRAM CAS145 PAGE 3 DATE 06/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2N1774 TIME 04:28 PM ESTIMATE NO. 001 BID OPENING 05/09/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: PERIS SALIH DATE OF THIS ESTIMATE 06/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,798,888.88 1,798,888.88 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,798,888.88 1,798,888.88 044 MOBILIZATION LS 200,000.0000 200,000.00 1.000 200,000.00 1.000 200,000 ORIGINAL CONTRACT AMOUNT 3,314,000.00 TOTAL WORK COMPLETED 1,998,888.88 1,998,888.88 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,998,888.88 1,998,888.88 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 09/04/24 55 03/30/25 03/30/25 08/04/25 26 37 0 0 60% 47% PROGRESS IS SATISFACTORY IN AGREEMENT TO OVERRIDE PERIS SALIH RESIDENT ENGINEER