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 10/21/25 EST. NO. 002 TIME 03:56 PM R.E. NAME: GENEL GENARO 11-4B0394 --------------------------------------------------------------------------- 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 10/21/25 EST. NO. 002 TIME 03:56 PM R.E. NAME: GENEL GENARO 11-4B0394 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-4B0394 TIME 03:56 PM ESTIMATE NO. 002 BID OPENING 03/12/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/25 R.E. NAME: GENEL GENARO DATE OF THIS ESTIMATE 10/21/25 LOCATION PROGRESS ESTIMATE 11-SD-163-0.7/3.1 ----------------- GRIFFITH COMPANY - HENKELS & SAN DIEGO COUNTY ON ROUTE 5 FROM 0.3 MILE MCCOY JOINT VENTURE SOUTH OF SWEETWATER RIVER BRIDGE TO 0.2 3050 E. BIRCH ST MILE SOUTH OF SIXTH AVENUE OVERCROSSING BREA CA 92821 FED. AID NO. N O N E INSTALL CONDUIT, FIBER OPTIC CABLE, JCT BO ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PRELIMINARY LOCATION EXISTING SUBSURFACE EA 332.8000 6,656.00 20.000 6,656.00 20.000 6,656 INFRASTRUCTURE 002 POSITIVE LOCATION EXISTING SUBSURFACE EA 416.0000 19,968.00 39.000 16,224.00 39.000 16,224 INFRASTRUCTURE 003 POSITIVE LOCATION EXISTING SUBSURFACE EA 208.0000 4,160.00 17.000 3,536.00 17.000 3,536 INFRASTRUCTURE (FOR DEPTH 5' TO 10' ADD) 004 POSITIVE LOCATION EXISTING SUBSURFACE EA 395.2000 5,532.80 0.000 0 INFRASTRUCTURE (FOR DEPTH 10' TO 15' ADD) 005 POSITIVE LOCATION EXISTING SUBSURFACE EA 904.8000 6,333.60 0.000 0 INFRASTRUCTURE (FOR DEPTH 15' TO 20' ADD) 006 LEAD COMPLIANCE PLAN (EA) EA 2,912.4600 2,912.46 1.000 2,912.46 1.000 2,912 007 SUBSISTENCE (CABLE SPLICER) DAY 140.4000 1,404.00 0.000 0 008 SUBSISTENCE (LABORER) DAY 72.8000 5,824.00 23.000 1,674.40 23.000 1,674 009 TRAVEL TIME (LABORER) HR 17.6800 884.00 0.000 0 010 TRAVEL TIME (TRAFFIC CONTROL/LANE HR 81.6500 81.65 25.000 2,041.25 25.000 2,041 CLOSURE: LABORER AND PARKING AND HIGHWAY IMPROVEMENT PAINTER: LABORER) 011 LEVEL 2 CRITICAL PATH METHOD SCHEDULE EA 10,400.0000 10,400.00 1.000 10,400.00 1.000 10,400 (BASELINE) 012 LEVEL 2 CRITICAL PATH METHOD SCHEDULE EA 1,716.0000 5,148.00 0.000 0 (MONTHLY UPDATED SCHEDULE) 013 TIME-RELATED OVERHEAD FOR WORK ORDER WDAY 3,271.3800 261,710.40 19.000 62,156.22 23.000 75,241 VALUE FROM $1M TO $5M (<=100 WDAYS) 014 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO EA 987.9200 987.92 1.000 987.92 1.000 987 AXLE TRUCK ROLLOFF OR TWO AXLE TRUCK AND TILT TRAILER) 015 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO EA 967.4500 967.45 0.000 0 AXLE TRUCK)(FOR HAUL DISTANCE >150 MILES ADD) 016 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 4,000.00 0.000 0 MEETING 017 HOURLY OFF-SITE HR 200.0000 1,000.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 018 CONSTRUCTION AREA SIGNS (ONE POST) EA 457.6200 5,033.82 11.000 5,033.82 11.000 5,033 019 CONSTRUCTION AREA SIGNS (TWO POST) EA 910.0700 910.07 1.000 910.07 1.000 910 PROGRAM CAS145 PAGE 2 DATE 10/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-4B0394 TIME 03:56 PM ESTIMATE NO. 002 BID OPENING 03/12/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/25 R.E. NAME: GENEL GENARO DATE OF THIS ESTIMATE 10/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 020 CONSTRUCTION AREA SIGNS (PORTABLE) EA 95.6800 5,645.12 25.000 2,392.00 25.000 2,392 021 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,690.1000 135,208.00 16.000 27,041.60 16.000 27,041 022 TYPE III BARRICADE EA 161.2000 9,510.80 25.000 4,030.00 25.000 4,030 023 TRAFFIC CONTROL SYSTEM (FREEWAYS AND EA 4,290.5000 278,882.50 23.000 98,681.50 23.000 98,681 EXPRESSWAYS 1 LANE CLOSURE) 024 TRAFFIC CONTROL SYSTEM (ENTRANCE OR EXIT EA 3,016.2100 30,162.10 10.000 30,162.10 10.000 30,162 RAMP CLOSURE) 025 TRAFFIC CONTROL SYSTEM (CONNECTING RAMP EA 1,872.0000 5,616.00 2.000 3,744.00 2.000 3,744 CLOSURE) 026 TRAFFIC CONTROL SYSTEM (SHOULDER EA 3,016.1700 3,016.17 0.000 0 CLOSURE) 027 TRAFFIC CONTROL SYSTEM (SHOULDER EA 2,900.2000 2,900.20 0.000 0 CLOSURE)(FULL TIME TRAFFIC CONTROL MAINTENANCE) 028 PORTABLE CHANGEABLE MESSAGE SIGN DAY 280.8000 30,888.00 22.000 6,177.60 22.000 6,177 029 PORTABLE RADAR SPEED FEEDBACK SIGN EA 101.9400 16,310.40 13.000 1,325.22 13.000 1,325 SYSTEM (EA) 030 JOB SITE MANAGEMENT (DAY) DAY 546.0200 43,681.60 20.000 10,920.40 20.000 10,920 031 LINEAR CONSTRUCTION ACTIVITY EA 3,328.0000 3,328.00 1.000 3,328.00 1.000 3,328 NOTIFICATION 032 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000 033 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 1,435.1500 1,435.15 0.000 0 CONTROL) 034 TEMPORARY DRAINAGE INLET PROTECTION EA 305.7800 4,280.92 0.000 0 035 TEMPORARY FIBER ROLL LF 3.6400 5,642.00 0.000 0 036 STREET SWEEPING (DAY) DAY 2,131.9700 63,959.10 0.000 0 037 TEMPORARY CONSTRUCTION ENTRANCE EA 2,547.9200 2,547.92 0.000 0 038 TEMPORARY CONCRETE WASHOUT (EA) EA 1,393.6000 1,393.60 0.000 0 039 TEMPORARY HIGH-VISIBILITY FENCE LF 6.9200 2,698.80 0.000 0 040 CLEARING AND GRUBBING (BRUSH) ACRE 6,031.9333 1,809.58 0.000 0 041 CLEARING AND GRUBBING (LOADING, HAULING CY 64.4000 7,084.00 0.000 0 AND DISPOSAL)(CY) 042 ROADWAY EXCAVATION (1-100 CY) CY 1,024.3400 11,267.74 0.000 0 043 ROADWAY EXCAVATION (MINIMAL DISTURBANCE CY 823.6800 9,060.48 0.000 0 AERIALLY DEPOSITED LEAD) 044 ROADWAY EXCAVATION (FOR NIGHT TIME WORK CY 171.6000 1,887.60 0.000 0 7:30 PM TO 6:00 AM ADD) 045 SURPLUS EXCAVATED MATERIALS (CY) CY 65.5200 34,594.56 0.000 0 PROGRAM CAS145 PAGE 3 DATE 10/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-4B0394 TIME 03:56 PM ESTIMATE NO. 002 BID OPENING 03/12/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/25 R.E. NAME: GENEL GENARO DATE OF THIS ESTIMATE 10/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 046 SURPLUS EXCAVATED MATERIALS (FOR HAUL CY 30.0000 30.00 0.000 0 DISTANCE 10-35 MILES ADD) 047 SURPLUS EXCAVATED MATERIALS (FOR HAUL CY 67.6000 36,166.00 0.000 0 DISTANCE >60 MILES ADD) 048 SURPLUS EXCAVATED MATERIALS (FOR TESTING CY 6.2400 3,338.40 0.000 0 ADD) 049 PRUNE EXISTING TREES AND PLANTS HR 1,715.9500 13,727.60 0.000 0 (3-MEMBER CREW MINIMUM 4 HOURS PER DAY) 050 WOOD MULCH (1-100 CY) CY 1,138.7600 18,220.16 0.000 0 051 CHECK AND TEST EXISTING IRRIGATION HR 188.2500 7,530.00 40.000 7,530.00 40.000 7,530 FACILITIES (MINIMUM 4 HOURS PER DAY) 052 OPERATE EXISTING IRRIGATION FACILITIES HR 91.5300 1,464.48 0.000 0 (MINIMUM 4 HOURS PER DAY) 053 REPAIR EXISTING IRRIGATION FACILITIES HR 182.0000 20,384.00 0.000 0 (MINIMUM 4 HOURS PER DAY) 054 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,435.2000 1,435.20 0.000 0 055 HYDROMULCH SQFT 0.3100 7,626.00 0.000 0 056 HYDROSEED SQFT 0.1200 2,952.00 0.000 0 057 CLASS 2 AGGREGATE BASE (1-10 CY) CY 447.1300 4,471.30 0.000 0 058 CLASS 2 AGGREGATE BASE (FOR NIGHT TIME CY 2,600.0000 26,000.00 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 059 HOT MIX ASPHALT (TYPE A)(101-500 TON) TON 315.0000 49,140.00 0.000 0 060 HOT MIX ASPHALT (TYPE A)(FOR NIGHT TIME TON 2,600.0000 405,600.00 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 061 TACK COAT TON 1,190.6000 476.24 0.000 0 062 TACK COAT DISTRIBUTOR TRUCK DAY 3,100.3200 3,100.32 0.000 0 063 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 13.9400 21,816.10 0.000 0 (DEPTH 0.15') 064 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.8500 4,460.25 0.000 0 (FOR LESS THAN 15,000 SQYD ADD) 065 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.3000 8,718.50 0.000 0 (FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 066 INSTALL VAULT (TYPE 1) EA 1,622.4000 11,356.80 0.000 0 067 INSTALL VAULT (TYPE 2) EA 2,995.2000 2,995.20 0.000 0 068 INSTALL VAULT (TYPE 3) EA 2,184.5800 6,553.74 0.000 0 069 INSTALL VAULT (FOR NIGHT TIME WORK 7:30 EA 238.3700 2,622.07 0.000 0 PM TO 6:00 AM ADD) 070 INSTALL FIBER OPTIC CABLE 288 STRANDS LF 1.1400 14,495.10 0.000 0 (TYPE 1) 071 INSTALL FIBER OPTIC CABLE (FOR LESS THAN LF 0.2100 2,670.15 0.000 0 25,000 FEET ADD) PROGRAM CAS145 PAGE 4 DATE 10/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-4B0394 TIME 03:56 PM ESTIMATE NO. 002 BID OPENING 03/12/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/25 R.E. NAME: GENEL GENARO DATE OF THIS ESTIMATE 10/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 072 INSTALL FIBER OPTIC CABLE (FOR NIGHT LF 0.1900 2,415.85 0.000 0 TIME WORK 7:30 PM TO 6:00 AM ADD) 073 INSTALL SPLICE ENCLOSURE (TYPE 1) EA 624.0000 624.00 0.000 0 074 INSTALL SPLICE ENCLOSURE (FOR NIGHT TIME EA 163.2800 163.28 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 075 SPLICE FIBER OPTIC CABLE 288 STRANDS EA 3,494.4000 6,988.80 0.000 0 (TYPE 1) 076 SPLICE FIBER OPTIC CABLE (FOR LESS THAN EA 249.6000 499.20 0.000 0 3 SPLICES ADD) 077 SPLICE FIBER OPTIC CABLE (FOR NIGHT TIME EA 387.5000 775.00 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 078 INSTALL GROUND ROD IN PULL VAULT EA 46.8000 514.80 0.000 0 079 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 27.5800 17,375.40 0.000 0 (1-2" HDPE)(SOIL) 080 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 1.2500 806.25 0.000 0 (1-2" HDPE)(FOR LESS THAN 25,000 FEET ADD) 081 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 3.3300 2,147.85 0.000 0 (1-2" HDPE)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 082 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 12.0000 7,740.00 0.000 0 (1-2" HDPE)(FOR MINIMAL DISTURBANCE AERIALLY DEPOSITED LEAD SOIL ADD) 083 INSTALL CONDUIT TRENCH IN PAVEMENT LF 35.0500 252,710.50 0.000 0 METHOD (1-2" HDPE)(SOIL) 084 INSTALL CONDUIT TRENCH IN PAVEMENT LF 1.2500 9,012.50 0.000 0 METHOD (1-2" HDPE)(FOR LESS THAN 25,000 FEET ADD) 085 INSTALL CONDUIT TRENCH IN PAVEMENT LF 3.3300 24,009.30 0.000 0 METHOD (1-2" HDPE)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 086 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 43.9600 178,038.00 0.000 0 DRILLING METHOD (1-2" HDPE)(SOIL) 087 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 1.8700 7,573.50 0.000 0 DRILLING METHOD (1-2" HDPE)(FOR LESS THAN 25,000 FEET ADD) 088 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 9.3200 37,746.00 0.000 0 DRILLING METHOD (1-2" HDPE)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 089 CONDUIT ON STRUCTURE (1-2" TYPE LF 155.5800 62,232.00 0.000 0 1)(OVERHANG) 090 CONDUIT ON STRUCTURE (1-2" TYPE 1)(FOR LF 18.7200 7,488.00 0.000 0 NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 091 CONDUIT EXPANSION FITTING (2" TYPE 1) EA 428.4800 856.96 0.000 0 092 CONDUIT EXPANSION-DEFLECTION FITTING (2" EA 1,185.6000 2,371.20 0.000 0 TYPE 1) 093 LABEL SPLICE ENCLOSURE EA 8.8400 8.84 0.000 0 094 PROOFING EXISTING CONDUIT LF 1.7800 1,157.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 10/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-4B0394 TIME 03:56 PM ESTIMATE NO. 002 BID OPENING 03/12/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/25 R.E. NAME: GENEL GENARO DATE OF THIS ESTIMATE 10/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 095 INSTALL CONDUIT IN EXISTING VAULT EA 155.9800 155.98 0.000 0 096 INSTALL CONDUIT IN EXISTING VAULT (FOR EA 77.9900 77.99 0.000 0 NIGHTTIME WORK 7:30PM TO 6:00AM ADD) 097 INSTALL CONDUIT IN EXISTING VAULT (FOR EA 44.9900 44.99 0.000 0 WEEKEND WORK ADD) 098 INSTALL VAULT (FOR BURIED VAULT ADD) EA 653.5700 6,535.70 0.000 0 PROGRAM CAS145 PAGE 6 DATE 10/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-4B0394 TIME 03:56 PM ESTIMATE NO. 002 BID OPENING 03/12/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/25 R.E. NAME: GENEL GENARO DATE OF THIS ESTIMATE 10/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 309,864.56 322,950.08 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 309,864.56 322,950.08 099 MOBILIZATION LS 3,847.2800 3,847.28 0.750 2,885.46 0.750 2,885 ORIGINAL CONTRACT AMOUNT 2,369,990.29 TOTAL WORK COMPLETED 312,750.02 325,835.54 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 312,750.02 325,835.54 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 03/12/25 80 09/08/25 09/08/25 01/16/26 23 3 0 0 14% 29% PROGRESS IS SATISFACTORY GENEL GENARO RESIDENT ENGINEER