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 06/23/25 EST. NO. 001 TIME 12:04 PM R.E. NAME: GENARO GENEL 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 06/23/25 EST. NO. 001 TIME 12:04 PM R.E. NAME: GENARO GENEL 11-4B0384 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-4B0384 TIME 12:04 PM ESTIMATE NO. 001 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 06/20/25 R.E. NAME: GENARO GENEL DATE OF THIS ESTIMATE 06/23/25 LOCATION RERUN 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 8,320.00 20.000 8,320 INFRASTRUCTURE 002 POSITIVE LOCATION EXISTING SUBSURFACE EA 208.0000 416.00 1.000 208.00 1.000 208 INFRASTRUCTURE (FOR DEPTH 5' TO 10' ADD) 003 LEAD COMPLIANCE PLAN (EA) EA 2,912.4600 2,912.46 1.000 2,912.46 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 81.65 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 0.750 7,800.00 0.750 7,800 (BASELINE) 009 LEVEL 2 CRITICAL PATH METHOD SCHEDULE EA 1,716.0000 10,296.00 0.000 0 (MONTHLY UPDATED SCHEDULE) 010 TIME-RELATED OVERHEAD FOR WORK ORDER WDAY 2,808.0000 336,960.00 24.000 67,392.00 24.000 67,392 VALUE FROM $1M TO $5M (100-200 WDAYS) 011 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) 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 5,491.44 12.000 5,491 016 CONSTRUCTION AREA SIGNS (PORTABLE) EA 95.6800 4,018.56 42.000 4,018.56 42.000 4,018 017 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,690.1000 202,812.00 4.000 6,760.40 4.000 6,760 018 TYPE III BARRICADE EA 161.2000 6,770.40 42.000 6,770.40 42.000 6,770 019 TRAFFIC CONTROL SYSTEM (FREEWAYS AND EA 4,290.5000 514,860.00 1.000 4,290.50 1.000 4,290 EXPRESSWAYS 1 LANE CLOSURE) 020 TRAFFIC CONTROL SYSTEM (ENTRANCE OR EXIT EA 3,016.2100 87,470.09 4.000 12,064.84 4.000 12,064 RAMP CLOSURE) PROGRAM CAS145 PAGE 2 DATE 06/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-4B0384 TIME 12:04 PM ESTIMATE NO. 001 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 06/20/25 R.E. NAME: GENARO GENEL DATE OF THIS ESTIMATE 06/23/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 CLOSURE) 022 TRAFFIC CONTROL SYSTEM (SHOULDER EA 3,016.1700 3,016.17 0.000 0 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 30.000 8,424.00 30.000 8,424 025 PORTABLE RADAR SPEED FEEDBACK SIGN EA 101.9400 6,116.40 4.000 407.76 4.000 407 SYSTEM (EA) 026 JOB SITE MANAGEMENT (DAY) DAY 546.0200 65,522.40 24.000 13,104.48 24.000 13,104 027 LINEAR CONSTRUCTION ACTIVITY EA 3,328.0000 3,328.00 1.000 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 3.000 917.34 3.000 917 032 TEMPORARY FIBER ROLL LF 3.6400 6,188.00 1,500.000 5,460.00 1,500.000 5,460 033 STREET SWEEPING (DAY) DAY 2,131.9700 63,959.10 4.000 8,527.88 4.000 8,527 034 TEMPORARY CONSTRUCTION ENTRANCE EA 2,547.9200 2,547.92 1.000 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 0.110 663.51 0.110 663 038 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 2.910 190.66 2.910 190 040 SURPLUS EXCAVATED MATERIALS (FOR HAUL CY 31.2000 6,864.00 0.000 0 DISTANCE 10-35 MILES ADD) 041 SURPLUS EXCAVATED MATERIALS (FOR TESTING CY 6.2400 1,372.80 0.000 0 ADD) 042 PRUNE EXISTING TREES AND PLANTS HR 1,715.9500 20,591.40 0.000 0 (3-MEMBER CREW MINIMUM 4 HOURS PER DAY) 043 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) 044 REPAIR EXISTING IRRIGATION FACILITIES HR 182.0000 7,280.00 3.000 546.00 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 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) PROGRAM CAS145 PAGE 3 DATE 06/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-4B0384 TIME 12:04 PM ESTIMATE NO. 001 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 06/20/25 R.E. NAME: GENARO GENEL DATE OF THIS ESTIMATE 06/23/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (DEPTH 0.15') 050 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.9600 1,154.40 0.000 0 (FOR LESS THAN 15,000 SQYD ADD) 051 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.3000 2,067.00 0.000 0 (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 0.000 0 054 INSTALL VAULT (TYPE 3) EA 2,184.5800 28,399.54 0.000 0 055 INSTALL VAULT (FOR NIGHT TIME WORK 7:30 EA 238.3700 4,767.40 0.000 0 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 0.000 0 NON-REFLECTIVE CLASS 1 069 INSTALL GROUND ROD IN PULL VAULT EA 46.8000 936.00 0.000 0 070 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 38.1300 10,485.75 0.000 0 (1-2" HDPE)(SOIL - COBBLES) 071 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 1.2500 343.75 0.000 0 (1-2" HDPE)(FOR LESS THAN 25,000 FEET ADD) 072 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 3.3300 915.75 0.000 0 (1-2" HDPE)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) PROGRAM CAS145 PAGE 4 DATE 06/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-4B0384 TIME 12:04 PM ESTIMATE NO. 001 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 06/20/25 R.E. NAME: GENARO GENEL DATE OF THIS ESTIMATE 06/23/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (1-2" HDPE)(FOR MINIMAL DISTURBANCE AERIALLY DEPOSITED LEAD SOIL ADD) 075 INSTALL CONDUIT TRENCH IN PAVEMENT LF 52.5300 86,674.50 0.000 0 METHOD (1-2" HDPE)(SOIL - COBBLES) 076 INSTALL CONDUIT TRENCH IN PAVEMENT LF 1.2500 2,062.50 0.000 0 METHOD (1-2" HDPE)(FOR LESS THAN 25,000 FEET ADD) 077 INSTALL CONDUIT TRENCH IN PAVEMENT LF 3.3300 5,494.50 0.000 0 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 0.000 0 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 0.000 0 081 PROOFING EXISTING CONDUIT (FOR NIGHTTIME LF 0.1100 4,848.80 0.000 0 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 0.000 0 (SOIL) 084 INSTALL INTERVAULT CONDUIT (2-2" HDPE) LF 48.8700 29,566.35 0.000 0 (SOIL-COBBLES) 085 INSTALL INTERVAULT CONDUIT (2-2" HDPE) LF 95.6700 1,913.40 0.000 0 (SOIL-BOULDERS) 086 INSTALL INTERVAULT CONDUIT (2-2" HDPE) LF 3.3300 2,164.50 0.000 0 (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 0.000 0 089 INSTALL CONDUIT IN EXISTING VAULT (FOR EA 77.9900 2,807.64 0.000 0 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 06/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-4B0384 TIME 12:04 PM ESTIMATE NO. 001 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 06/20/25 R.E. NAME: GENARO GENEL DATE OF THIS ESTIMATE 06/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 178,745.72 178,745.72 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 178,745.72 178,745.72 091 MOBILIZATION LS 1,759.1200 1,759.12 0.500 879.56 0.500 879 ORIGINAL CONTRACT AMOUNT 2,035,741.55 TOTAL WORK COMPLETED 179,625.28 179,625.28 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 179,625.28 179,625.28 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 24 0 0 0 9% 20% PROGRESS IS SATISFACTORY GENARO GENEL RESIDENT ENGINEER