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 09/17/25 EST. NO. 004 TIME 05:32 PM R.E. NAME: ALFREDO HERNANDEZ MEDINA 11-4B0384 --------------------------------------------------------------------------- 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 09/17/25 EST. NO. 004 TIME 05:32 PM R.E. NAME: ALFREDO HERNANDEZ MEDINA 11-4B0384 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LCANYARD BUMPS -10,000.00 003 LCANYARD BUMPS 10,000.00 004 10,000.00 0.00 TOTAL DEDUCTIONS 10,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 09/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-4B0384 TIME 05:32 PM 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 09/20/25 R.E. NAME: ALFREDO HERNANDEZ MEDINA DATE OF THIS ESTIMATE 09/17/25 LOCATION PROGRESS ESTIMATE 11-SD-163-3.1/R10.9 ----------------- GRIFFITH COMPANY - HENKELS & SAN DIEGO COUNTY IN SAN DIEGO FROM 0.6 MCCOY JOINT VENTURE MILE SOUTH OF ROUTE 8/163 SEPARATION TO 3050 E. BIRCH ST 0.1 MILE NORTH OF KEARNY VILLA ROAD BREA CA 92821 OVERCROSSING FED. AID NO. N O N E MMBN PROJECT ON ROUTE 163-PHASE 1. INSTALL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 POSITIVE LOCATION EXISTING SUBSURFACE EA 416.0000 10,400.00 20.000 8,320 INFRASTRUCTURE 002 POSITIVE LOCATION EXISTING SUBSURFACE EA 208.0000 416.00 1.000 208 INFRASTRUCTURE (FOR DEPTH 5' TO 10' ADD) 003 LEAD COMPLIANCE PLAN (EA) EA 2,912.4600 2,912.46 1.000 2,912 004 SUBSISTENCE (CABLE SPLICER) DAY 140.4000 140.40 0.000 0 005 SUBSISTENCE (LABORER) DAY 72.8000 72.80 0.000 0 006 TRAVEL TIME (LABORER) HR 17.6800 17.68 0.000 0 007 TRAVEL TIME (TRAFFIC CONTROL/LANE HR 81.6500 81.65 1.000 81 CLOSURE: LABORER AND PARKING AND HIGHWAY IMPROVEMENT PAINTER: LABORER) 008 LEVEL 2 CRITICAL PATH METHOD SCHEDULE EA 10,400.0000 10,400.00 0.250 2,600.00 1.000 10,400 (BASELINE) 009 LEVEL 2 CRITICAL PATH METHOD SCHEDULE EA 1,716.0000 10,296.00 1.000 1,716.00 3.000 5,148 (MONTHLY UPDATED SCHEDULE) 010 TIME-RELATED OVERHEAD FOR WORK ORDER WDAY 2,808.0000 336,960.00 20.000 56,160.00 86.000 241,488 VALUE FROM $1M TO $5M (100-200 WDAYS) 011 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO EA 987.9200 987.92 1.000 987 AXLE TRUCK ROLLOFF OR TWO AXLE TRUCK AND TILT TRAILER) 012 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO EA 967.4500 967.45 0.000 0 AXLE TRUCK)(FOR HAUL DISTANCE >150 MILES ADD) 013 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 4,000.00 0.000 0 MEETING 014 HOURLY OFF-SITE HR 200.0000 1,000.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 015 CONSTRUCTION AREA SIGNS (ONE POST) EA 457.6200 5,491.44 12.000 5,491 016 CONSTRUCTION AREA SIGNS (PORTABLE) EA 95.6800 4,018.56 42.000 4,018 017 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,690.1000 202,812.00 26.000 43,942.60 70.000 118,307 018 TYPE III BARRICADE EA 161.2000 6,770.40 42.000 6,770 019 TRAFFIC CONTROL SYSTEM (FREEWAYS AND EA 4,290.5000 514,860.00 31.000 133,005.50 88.000 377,564 EXPRESSWAYS 1 LANE CLOSURE) 020 TRAFFIC CONTROL SYSTEM (ENTRANCE OR EXIT EA 3,016.2100 87,470.09 23.000 69,372.83 51.000 153,826 RAMP CLOSURE) PROGRAM CAS145 PAGE 2 DATE 09/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-4B0384 TIME 05:32 PM 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 09/20/25 R.E. NAME: ALFREDO HERNANDEZ MEDINA DATE OF THIS ESTIMATE 09/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 021 TRAFFIC CONTROL SYSTEM (CONNECTING RAMP EA 1,872.0000 22,464.00 4.000 7,488.00 6.000 11,232 CLOSURE) 022 TRAFFIC CONTROL SYSTEM (SHOULDER EA 3,016.1700 3,016.17 8.000 24,129.36 8.000 24,129 CLOSURE) 023 TRAFFIC CONTROL SYSTEM (SHOULDER EA 3,016.2100 3,016.21 0.000 0 CLOSURE)(FULL TIME TRAFFIC CONTROL MAINTENANCE) 024 PORTABLE CHANGEABLE MESSAGE SIGN DAY 280.8000 33,696.00 53.000 14,882.40 173.000 48,578 025 PORTABLE RADAR SPEED FEEDBACK SIGN EA 101.9400 6,116.40 24.000 2,446.56 49.000 4,995 SYSTEM (EA) 026 JOB SITE MANAGEMENT (DAY) DAY 546.0200 65,522.40 62.000 33,853.24 86.000 46,957 027 LINEAR CONSTRUCTION ACTIVITY EA 3,328.0000 3,328.00 1.000 3,328 NOTIFICATION 028 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 029 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 1,435.1500 5,740.60 0.000 0 CONTROL) 030 TEMPORARY HYDRAULIC MULCH SQYD 4.6800 1,989.00 0.000 0 031 TEMPORARY DRAINAGE INLET PROTECTION EA 305.7800 1,223.12 5.000 1,528 032 TEMPORARY FIBER ROLL LF 3.6400 6,188.00 1,500.000 5,460 033 STREET SWEEPING (DAY) DAY 2,131.9700 63,959.10 30.000 63,959 034 TEMPORARY CONSTRUCTION ENTRANCE EA 2,547.9200 2,547.92 1.000 2,547 035 TEMPORARY CONCRETE WASHOUT (EA) EA 1,393.6000 1,393.60 0.000 0 036 TEMPORARY HIGH-VISIBILITY FENCE LF 6.9200 13,840.00 0.000 0 037 CLEARING AND GRUBBING (BRUSH) ACRE 6,031.9400 3,015.97 0.500 3,015 038 CLEARING AND GRUBBING (LOADING, HAULING CY 64.4000 13,008.80 0.000 0 AND DISPOSAL)(CY) 039 SURPLUS EXCAVATED MATERIALS (CY) CY 65.5200 14,414.40 97.090 6,361.34 100.000 6,552 040 SURPLUS EXCAVATED MATERIALS (FOR HAUL CY 31.2000 6,864.00 100.000 3,120.00 100.000 3,120 DISTANCE 10-35 MILES ADD) 041 SURPLUS EXCAVATED MATERIALS (FOR TESTING CY 6.2400 1,372.80 100.000 624.00 100.000 624 ADD) 042 PRUNE EXISTING TREES AND PLANTS HR 1,715.9500 20,591.40 12.000 20,591 (3-MEMBER CREW MINIMUM 4 HOURS PER DAY) 043 CHECK AND TEST EXISTING IRRIGATION HR 188.2500 7,530.00 40.000 7,530 FACILITIES (MINIMUM 4 HOURS PER DAY) 044 REPAIR EXISTING IRRIGATION FACILITIES HR 182.0000 7,280.00 3.000 546 (MINIMUM 4 HOURS PER DAY) 045 HOT MIX ASPHALT (TYPE A)(1-100 TON) TON 311.8800 12,163.32 0.000 0 046 HOT MIX ASPHALT (TYPE A)(FOR NIGHT TIME TON 2,600.0000 101,400.00 37.970 98,722.00 37.970 98,722 WORK 7:30 PM TO 6:00 AM ADD) PROGRAM CAS145 PAGE 3 DATE 09/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-4B0384 TIME 05:32 PM 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 09/20/25 R.E. NAME: ALFREDO HERNANDEZ MEDINA DATE OF THIS ESTIMATE 09/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 047 HOT MIX ASPHALT (TYPE A)(FOR EACH WORK TON 98.8000 19.76 0.000 0 RESTRICTED HOUR LESS THAN 8 HOURS ADD) 048 TACK COAT TON 1,190.6000 119.06 0.000 0 049 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 13.9400 5,436.60 185.000 2,578.90 185.000 2,578 (DEPTH 0.15') 050 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.9600 1,154.40 185.000 547.60 185.000 547 (FOR LESS THAN 15,000 SQYD ADD) 051 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.3000 2,067.00 185.000 980.50 185.000 980 (FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 052 INSTALL VAULT (TYPE 1) EA 1,622.4000 1,622.40 0.000 0 053 INSTALL VAULT (TYPE 2) EA 2,995.2000 17,971.20 1.000 2,995.20 6.000 17,971 054 INSTALL VAULT (TYPE 3) EA 2,184.5800 28,399.54 -8.000 -17,476.64 0.000 0 055 INSTALL VAULT (FOR NIGHT TIME WORK 7:30 EA 238.3700 4,767.40 20.000 4,767 PM TO 6:00 AM ADD) 056 INSTALL VAULT (FOR EACH WORK RESTRICTED EA 280.8000 1,123.20 0.000 0 HOUR LESS THAN 8 HOURS ADD) 057 INSTALL FIBER OPTIC CABLE 288 STRANDS LF 1.1400 55,461.00 0.000 0 (TYPE 1) 058 INSTALL FIBER OPTIC CABLE (FOR NIGHT LF 0.1900 9,243.50 0.000 0 TIME WORK 7:30 PM TO 6:00 AM ADD) 059 INSTALL FIBER OPTIC CABLE (FOR EACH WORK LF 0.2800 6,804.00 0.000 0 RESTRICTED HOUR LESS THAN 8 HOURS ADD) 060 INSTALL SPLICE ENCLOSURE (TYPE 1) EA 624.0000 1,872.00 0.000 0 061 INSTALL SPLICE ENCLOSURE (TYPE 2) EA 990.0800 990.08 0.000 0 062 INSTALL SPLICE ENCLOSURE (FOR NIGHT TIME EA 163.2800 653.12 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 063 SPLICE FIBER OPTIC CABLE 288 STRANDS EA 3,494.4000 3,494.40 0.000 0 (TYPE 1) 064 SPLICE FIBER OPTIC CABLE (FOR LESS THAN EA 249.6000 249.60 0.000 0 3 SPLICES ADD) 065 SPLICE FIBER OPTIC CABLE (FOR NIGHT TIME EA 387.5000 387.50 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 066 SPLICE FIBER OPTIC CABLE (FOR EACH WORK EA 411.8400 411.84 0.000 0 RESTRICTED HOUR LESS THAN 8 HOURS ADD) 067 INSTALL OBJECT MARKER (TYPE K-2(CA)) EA 93.6200 1,872.40 0.000 0 068 INSTALL FLEXIBLE POST DELINEATOR EA 67.6100 1,352.20 20.000 1,352 NON-REFLECTIVE CLASS 1 069 INSTALL GROUND ROD IN PULL VAULT EA 46.8000 936.00 20.000 936 070 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 38.1300 10,485.75 294.000 11,210.22 294.000 11,210 (1-2" HDPE)(SOIL - COBBLES) 071 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 1.2500 343.75 294.000 367.50 294.000 367 (1-2" HDPE)(FOR LESS THAN 25,000 FEET ADD) 072 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 3.3300 915.75 294.000 979.02 294.000 979 (1-2" HDPE)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) PROGRAM CAS145 PAGE 4 DATE 09/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-4B0384 TIME 05:32 PM 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 09/20/25 R.E. NAME: ALFREDO HERNANDEZ MEDINA DATE OF THIS ESTIMATE 09/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 073 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 4.6600 1,281.50 0.000 0 (1-2" HDPE)(FOR WEEKEND WORK ADD) 074 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 12.4800 3,432.00 294.000 3,669.12 294.000 3,669 (1-2" HDPE)(FOR MINIMAL DISTURBANCE AERIALLY DEPOSITED LEAD SOIL ADD) 075 INSTALL CONDUIT TRENCH IN PAVEMENT LF 52.5300 86,674.50 1,650.000 86,674.50 1,650.000 86,674 METHOD (1-2" HDPE)(SOIL - COBBLES) 076 INSTALL CONDUIT TRENCH IN PAVEMENT LF 1.2500 2,062.50 1,650.000 2,062.50 1,650.000 2,062 METHOD (1-2" HDPE)(FOR LESS THAN 25,000 FEET ADD) 077 INSTALL CONDUIT TRENCH IN PAVEMENT LF 3.3300 5,494.50 1,650.000 5,494.50 1,650.000 5,494 METHOD (1-2" HDPE)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 078 INSTALL CONDUIT TRENCH IN PAVEMENT LF 12.8600 21,219.00 1,650.000 21,219.00 1,650.000 21,219 METHOD (1-2" HDPE)(SOIL - COBBLES)(FOR 4-INCHES ADDITIONAL MINIMUM DEPTH ADD) 079 LABEL SPLICE ENCLOSURE EA 8.8400 35.36 0.000 0 080 PROOFING EXISTING CONDUIT LF 1.7800 78,462.40 30,820.000 54,859.60 30,820.000 54,859 081 PROOFING EXISTING CONDUIT (FOR NIGHTTIME LF 0.1100 4,848.80 30,820.000 3,390.20 30,820.000 3,390 WORK 7:30PM TO 6:00AM ADD) 082 PROOFING EXISTING CONDUIT (FOR EACH WORK LF 0.2100 2,100.00 0.000 0 RESTRICTED HOUR LESS THAN 8 HOURS ADD) 083 INSTALL INTERVAULT CONDUIT (2-2" HDPE) LF 35.3500 883.75 4.000 141 (SOIL) 084 INSTALL INTERVAULT CONDUIT (2-2" HDPE) LF 48.8700 29,566.35 605.000 29,566 (SOIL-COBBLES) 085 INSTALL INTERVAULT CONDUIT (2-2" HDPE) LF 95.6700 1,913.40 35.000 3,348 (SOIL-BOULDERS) 086 INSTALL INTERVAULT CONDUIT (2-2" HDPE) LF 3.3300 2,164.50 650.000 2,164 (FOR NIGHTTIME WORK 7:30PM TO 6:00AM ADD) 087 INSTALL INTERVAULT CONDUIT (2-2" HDPE) LF 6.6600 666.00 0.000 0 (FOR EACH WORK RESTRICTED HOUR LESS THAN 8 HOURS ADD) 088 INSTALL CONDUIT IN EXISTING VAULT EA 155.9800 5,615.28 23.000 3,587.54 36.000 5,615 089 INSTALL CONDUIT IN EXISTING VAULT (FOR EA 77.9900 2,807.64 36.000 2,807 NIGHTTIME WORK 7:30PM TO 6:00AM ADD) 090 INSTALL CONDUIT IN EXISTING VAULT (FOR EA 158.0800 2,845.44 0.000 0 EACH WORK RESTRICTED HOUR LESS THAN 8 HOURS ADD) PROGRAM CAS145 PAGE 5 DATE 09/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-4B0384 TIME 05:32 PM 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 09/20/25 R.E. NAME: ALFREDO HERNANDEZ MEDINA DATE OF THIS ESTIMATE 09/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 681,563.09 1,551,645.55 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 681,563.09 1,551,645.55 091 MOBILIZATION LS 1,759.1200 1,759.12 0.050 87.96 1.000 1,759 ORIGINAL CONTRACT AMOUNT 2,035,741.55 TOTAL WORK COMPLETED 681,651.05 1,553,404.67 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 10,000.00 0.00 TOTAL 691,651.05 1,553,404.67 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 03/12/25 120 05/19/25 05/19/25 12/30/25 86 1 0 0 73% 72% PROGRESS IS SATISFACTORY ALFREDO HERNANDEZ MEDINA RESIDENT ENGINEER