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 12/22/25 EST. NO. 004 TIME 11:18 AM R.E. NAME: SANCHEZ DEL REAL IGNACIO 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 12/22/25 EST. NO. 004 TIME 11:18 AM R.E. NAME: SANCHEZ DEL REAL IGNACIO 11-4B0394 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEL SEP 2025 CPR -5,000.00 003 DEL OCT 2025 CPR -5,000.00 004 -5,000.00 -10,000.00 TOTAL DEDUCTIONS -5,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 12/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-4B0394 TIME 11:18 AM ESTIMATE NO. 004 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 12/20/25 R.E. NAME: SANCHEZ DEL REAL IGNACIO DATE OF THIS ESTIMATE 12/22/25 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 INFRASTRUCTURE 002 POSITIVE LOCATION EXISTING SUBSURFACE EA 416.0000 19,968.00 4.000 1,664.00 48.000 19,968 INFRASTRUCTURE 003 POSITIVE LOCATION EXISTING SUBSURFACE EA 208.0000 4,160.00 3.000 624.00 20.000 4,160 INFRASTRUCTURE (FOR DEPTH 5' TO 10' ADD) 004 POSITIVE LOCATION EXISTING SUBSURFACE EA 395.2000 5,532.80 14.000 5,532.80 14.000 5,532 INFRASTRUCTURE (FOR DEPTH 10' TO 15' ADD) 005 POSITIVE LOCATION EXISTING SUBSURFACE EA 904.8000 6,333.60 7.000 6,333.60 7.000 6,333 INFRASTRUCTURE (FOR DEPTH 15' TO 20' ADD) 006 LEAD COMPLIANCE PLAN (EA) EA 2,912.4600 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 10.000 728.00 33.000 2,402 009 TRAVEL TIME (LABORER) HR 17.6800 884.00 0.000 0 010 TRAVEL TIME (TRAFFIC CONTROL/LANE HR 81.6500 81.65 75.000 6,123 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 (BASELINE) 012 LEVEL 2 CRITICAL PATH METHOD SCHEDULE EA 1,716.0000 5,148.00 1.000 1,716 (MONTHLY UPDATED SCHEDULE) 013 TIME-RELATED OVERHEAD FOR WORK ORDER WDAY 3,271.3800 261,710.40 40.000 130,855 VALUE FROM $1M TO $5M (<=100 WDAYS) 014 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO EA 987.9200 987.92 2.000 1,975 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 5,033 019 CONSTRUCTION AREA SIGNS (TWO POST) EA 910.0700 910.07 1.000 910 PROGRAM CAS145 PAGE 2 DATE 12/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-4B0394 TIME 11:18 AM ESTIMATE NO. 004 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 12/20/25 R.E. NAME: SANCHEZ DEL REAL IGNACIO DATE OF THIS ESTIMATE 12/22/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 59.000 5,645 021 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,690.1000 135,208.00 24.000 40,562.40 55.000 92,955 022 TYPE III BARRICADE EA 161.2000 9,510.80 59.000 9,510 023 TRAFFIC CONTROL SYSTEM (FREEWAYS AND EA 4,290.5000 278,882.50 16.000 68,648.00 49.000 210,234 EXPRESSWAYS 1 LANE CLOSURE) 024 TRAFFIC CONTROL SYSTEM (ENTRANCE OR EXIT EA 3,016.2100 30,162.10 12.000 36,194.52 22.000 66,356 RAMP CLOSURE) 025 TRAFFIC CONTROL SYSTEM (CONNECTING RAMP EA 1,872.0000 5,616.00 2.000 3,744.00 4.000 7,488 CLOSURE) 026 TRAFFIC CONTROL SYSTEM (SHOULDER EA 3,016.1700 3,016.17 1.000 3,016.17 1.000 3,016 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 39.000 10,951.20 79.000 22,183 029 PORTABLE RADAR SPEED FEEDBACK SIGN EA 101.9400 16,310.40 11.000 1,121.34 33.000 3,364 SYSTEM (EA) 030 JOB SITE MANAGEMENT (DAY) DAY 546.0200 43,681.60 40.000 21,840 031 LINEAR CONSTRUCTION ACTIVITY EA 3,328.0000 3,328.00 1.000 3,328 NOTIFICATION 032 STORM WATER ANNUAL REPORT EA 2,000.0000 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 7.000 2,140.46 7.000 2,140 035 TEMPORARY FIBER ROLL LF 3.6400 5,642.00 250.000 910.00 250.000 910 036 STREET SWEEPING (DAY) DAY 2,131.9700 63,959.10 10.000 21,319.70 10.000 21,319 037 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 0.040 241.28 0.110 663 041 CLEARING AND GRUBBING (LOADING, HAULING CY 64.4000 7,084.00 20.000 1,288.00 20.000 1,288 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 12/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-4B0394 TIME 11:18 AM ESTIMATE NO. 004 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 12/20/25 R.E. NAME: SANCHEZ DEL REAL IGNACIO DATE OF THIS ESTIMATE 12/22/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 16.000 223.04 16.000 223 (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 7.000 11,356 067 INSTALL VAULT (TYPE 2) EA 2,995.2000 2,995.20 1.000 2,995.20 1.000 2,995 068 INSTALL VAULT (TYPE 3) EA 2,184.5800 6,553.74 3.000 6,553 069 INSTALL VAULT (FOR NIGHT TIME WORK 7:30 EA 238.3700 2,622.07 10.000 2,383 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 12/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-4B0394 TIME 11:18 AM ESTIMATE NO. 004 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 12/20/25 R.E. NAME: SANCHEZ DEL REAL IGNACIO DATE OF THIS ESTIMATE 12/22/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 9.000 421.20 11.000 514 079 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 27.5800 17,375.40 535.000 14,755.30 535.000 14,755 (1-2" HDPE)(SOIL) 080 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 1.2500 806.25 535.000 668.75 535.000 668 (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 3,543.000 124,182.15 4,993.000 175,004 METHOD (1-2" HDPE)(SOIL) 084 INSTALL CONDUIT TRENCH IN PAVEMENT LF 1.2500 9,012.50 3,543.000 4,428.75 4,993.000 6,241 METHOD (1-2" HDPE)(FOR LESS THAN 25,000 FEET ADD) 085 INSTALL CONDUIT TRENCH IN PAVEMENT LF 3.3300 24,009.30 3,543.000 11,798.19 4,993.000 16,626 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 2.000 856.96 2.000 856 092 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 12/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-4B0394 TIME 11:18 AM ESTIMATE NO. 004 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 12/20/25 R.E. NAME: SANCHEZ DEL REAL IGNACIO DATE OF THIS ESTIMATE 12/22/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 10.000 6,535 PROGRAM CAS145 PAGE 6 DATE 12/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-4B0394 TIME 11:18 AM ESTIMATE NO. 004 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 12/20/25 R.E. NAME: SANCHEZ DEL REAL IGNACIO DATE OF THIS ESTIMATE 12/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 365,349.01 931,470.92 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 365,349.01 931,470.92 099 MOBILIZATION LS 3,847.2800 3,847.28 0.950 3,654 ORIGINAL CONTRACT AMOUNT 2,369,990.29 TOTAL WORK COMPLETED 365,349.01 935,125.84 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -5,000.00 -10,000.00 TOTAL 360,349.01 925,125.84 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 03/05/26 58 7 0 0 39% 73% PROGRESS IS SATISFACTORY SANCHEZ DEL REAL IGNACIO RESIDENT ENGINEER