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. 001 TIME 03:54 PM R.E. NAME: GENARO GENEL 11-4B0054 --------------------------------------------------------------------------- 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. 001 TIME 03:54 PM R.E. NAME: GENARO GENEL 11-4B0054 --------------------------------------------------------------------------- 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 11-4B0054 TIME 03:54 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 10/20/25 R.E. NAME: GENARO GENEL DATE OF THIS ESTIMATE 10/21/25 LOCATION PROGRESS ESTIMATE 11-SD-67-R3.9/R6.1 ----------------- GRIFFITH COMPANY - HENKELS & SAN DIEGO COUNTY NEAR SANTEE ON ROUTE 67 MCCOY JOINT VENTURE FROM RIVERFORD ROAD UNDERCROSSING TO 3050 E. BIRCH ST LAKESIDE AVENUE BREA CA 92821 FED. AID NO. N O N E IN SAN DIEGO COUNTY NEAR SANTEE ON ROUTE 6 ------------------------------------------------------------------------------------------------------------------------------------ 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 6,656.00 12.000 4,992.00 12.000 4,992 INFRASTRUCTURE 002 POSITIVE LOCATION EXISTING SUBSURFACE EA 208.0000 624.00 8.000 1,664.00 8.000 1,664 INFRASTRUCTURE (FOR DEPTH 5' TO 10' ADD) 003 POSITIVE LOCATION EXISTING SUBSURFACE EA 395.2000 1,185.60 2.000 790.40 2.000 790 INFRASTRUCTURE (FOR DEPTH 10' TO 15' ADD) 004 LEAD COMPLIANCE PLAN (EA) EA 2,912.4600 2,912.46 1.000 2,912.46 1.000 2,912 005 LEVEL 2 CRITICAL PATH METHOD SCHEDULE EA 10,400.0000 10,400.00 1.000 10,400.00 1.000 10,400 (BASELINE) 006 LEVEL 2 CRITICAL PATH METHOD SCHEDULE EA 1,716.0000 6,864.00 1.000 1,716.00 1.000 1,716 (MONTHLY UPDATED SCHEDULE) 007 TIME-RELATED OVERHEAD FOR WORK ORDER WDAY 3,271.3800 278,067.30 8.000 26,171.04 8.000 26,171 VALUE FROM $1M TO $5M (<=100 WDAYS) 008 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO EA 987.9200 3,951.68 4.000 3,951.68 4.000 3,951 AXLE TRUCK ROLLOFF OR TWO AXLE TRUCK AND TILT TRAILER) 009 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 6,000.00 0.000 0 MEETING 010 HOURLY OFF-SITE HR 200.0000 2,000.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 011 CONSTRUCTION AREA SIGNS (ONE POST) EA 457.6200 8,237.16 18.000 8,237.16 18.000 8,237 012 CONSTRUCTION AREA SIGNS (TWO POST) EA 910.0700 910.07 1.000 910.07 1.000 910 013 CONSTRUCTION AREA SIGNS (PORTABLE) EA 95.6800 7,845.76 41.000 3,922.88 41.000 3,922 014 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,690.1000 143,658.50 3.000 5,070.30 3.000 5,070 015 PORTABLE VARIABLE SPEED LIMIT SIGN DAY 114.3800 9,722.30 3.000 343.14 3.000 343 SYSTEM 016 TRAFFIC CONTROL SYSTEM (MULTILANE EA 6,864.2500 583,461.25 7.000 48,049.75 7.000 48,049 CONVENTIONAL HIGHWAY LANE CLOSURE) 017 TRAFFIC CONTROL SYSTEM (ENTRANCE OR EXIT EA 3,016.2100 75,405.25 2.000 6,032.42 2.000 6,032 RAMP CLOSURE) 018 PORTABLE CHANGEABLE MESSAGE SIGN DAY 280.8000 23,868.00 5.000 1,404.00 5.000 1,404 019 JOB SITE MANAGEMENT (DAY) DAY 546.0200 46,411.70 8.000 4,368.16 8.000 4,368 020 LINEAR CONSTRUCTION ACTIVITY EA 3,328.0000 3,328.00 1.000 3,328.00 1.000 3,328 NOTIFICATION 021 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 10/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-4B0054 TIME 03:54 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 10/20/25 R.E. NAME: GENARO GENEL 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 ------------------------------------------------------------------------------------------------------------------------------------ 022 TEMPORARY FIBER ROLL LF 3.6400 4,732.00 0.000 0 023 STREET SWEEPING (DAY) DAY 2,131.9700 42,639.40 0.000 0 024 TEMPORARY CONSTRUCTION ENTRANCE EA 2,547.9200 2,547.92 0.000 0 025 TEMPORARY CONCRETE WASHOUT (EA) EA 1,393.6000 4,180.80 0.000 0 026 NATURAL RESOURCE PROTECTION PLAN (EA) EA 3,328.0000 3,328.00 0.000 0 027 CLEARING AND GRUBBING (BRUSH) ACRE 6,031.9500 1,206.39 0.000 0 028 CLEARING AND GRUBBING (LOADING, HAULING CY 64.4000 3,220.00 0.000 0 AND DISPOSAL)(CY) 029 SURPLUS EXCAVATED MATERIALS (CY) CY 65.5200 34,070.40 0.000 0 030 SURPLUS EXCAVATED MATERIALS (FOR HAUL CY 31.2000 16,224.00 0.000 0 DISTANCE 10-35 MILES ADD) 031 SURPLUS EXCAVATED MATERIALS (FOR TESTING CY 6.2400 3,244.80 0.000 0 ADD) 032 WOOD MULCH (101-500 CY) CY 85.2700 11,085.10 0.000 0 033 CHECK AND TEST EXISTING IRRIGATION HR 188.2500 4,518.00 12.000 2,259.00 12.000 2,259 FACILITIES (MINIMUM 4 HOURS PER DAY) 034 REPAIR EXISTING IRRIGATION FACILITIES HR 182.0000 4,368.00 0.000 0 (MINIMUM 4 HOURS PER DAY) 035 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,435.2000 2,870.40 0.000 0 036 HYDROMULCH SQFT 0.3100 248.00 0.000 0 037 HYDROSEED SQFT 0.1200 96.00 0.000 0 038 CLASS 2 AGGREGATE BASE (11-50 CY) CY 306.7700 3,374.47 0.000 0 039 CLASS 2 AGGREGATE BASE (FOR NIGHT TIME CY 2,600.0000 28,600.00 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 040 HOT MIX ASPHALT (TYPE A)(1-100 TON) TON 311.8800 26,821.68 0.000 0 041 HOT MIX ASPHALT (TYPE A)(FOR NIGHT TIME TON 2,600.0000 223,600.00 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 042 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 15.0800 120.64 0.000 0 043 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 14.8300 118.64 0.000 0 044 TACK COAT TON 1,190.6000 595.30 0.000 0 045 TACK COAT DISTRIBUTOR TRUCK DAY 3,224.3300 3,224.33 0.000 0 046 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 13.9400 11,849.00 0.000 0 (DEPTH 0.15') 047 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.9600 2,516.00 0.000 0 (FOR LESS THAN 15,000 SQYD ADD) 048 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.3000 4,505.00 0.000 0 (FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) PROGRAM CAS145 PAGE 3 DATE 10/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-4B0054 TIME 03:54 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 10/20/25 R.E. NAME: GENARO GENEL 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 ------------------------------------------------------------------------------------------------------------------------------------ 049 UNDERGROUND INFRASTRUCTURE DOCUMENTATION LF 0.9200 11,408.00 0.000 0 050 INSTALL VAULT (TYPE 1) EA 1,622.4000 8,112.00 0.000 0 051 INSTALL VAULT (TYPE 2) EA 2,995.2000 2,995.20 0.000 0 052 INSTALL VAULT (TYPE 3) EA 2,184.5800 10,922.90 0.000 0 053 INSTALL VAULT (FOR NIGHT TIME WORK 7:30 EA 238.3700 2,622.07 0.000 0 PM TO 6:00 AM ADD) 054 INSTALL FIBER OPTIC CABLE 288 STRANDS LF 1.1400 15,618.00 0.000 0 (TYPE 1) 055 INSTALL FIBER OPTIC CABLE (FOR LESS THAN LF 0.2100 2,877.00 0.000 0 25,000 FEET ADD) 056 INSTALL FIBER OPTIC CABLE (FOR NIGHT LF 0.1900 2,603.00 0.000 0 TIME WORK 7:30 PM TO 6:00 AM ADD) 057 INSTALL SPLICE ENCLOSURE (TYPE 1) EA 624.0000 624.00 0.000 0 058 INSTALL SPLICE ENCLOSURE (FOR NIGHT TIME EA 163.2800 163.28 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 059 SPLICE FIBER OPTIC CABLE 288 STRANDS EA 3,494.4000 3,494.40 0.000 0 (TYPE 1) 060 SPLICE FIBER OPTIC CABLE (FOR LESS THAN EA 249.6000 249.60 0.000 0 3 SPLICES ADD) 061 SPLICE FIBER OPTIC CABLE (FOR NIGHT TIME EA 387.5000 387.50 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 062 INSTALL OBJECT MARKER (TYPE K-2(CA)) EA 93.6200 1,029.82 0.000 0 063 INSTALL FLEXIBLE POST DELINEATOR EA 67.6100 1,419.81 0.000 0 NON-REFLECTIVE CLASS 1 064 INSTALL GROUND ROD IN PULL VAULT EA 46.8000 468.00 0.000 0 065 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 38.1300 173,872.80 0.000 0 (1-2" HDPE)(SOIL - COBBLES) 066 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 1.2500 5,700.00 0.000 0 (1-2" HDPE)(FOR LESS THAN 25,000 FEET ADD) 067 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 3.3300 15,184.80 0.000 0 (1-2" HDPE)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 068 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 12.4800 56,908.80 0.000 0 (1-2" HDPE)(FOR MINIMAL DISTURBANCE AERIALLY DEPOSITED LEAD SOIL ADD) 069 INSTALL CONDUIT TRENCH IN PAVEMENT LF 52.5300 202,765.80 0.000 0 METHOD (1-2" HDPE)(SOIL - COBBLES) 070 INSTALL CONDUIT TRENCH IN PAVEMENT LF 1.2500 4,825.00 0.000 0 METHOD (1-2" HDPE)(FOR LESS THAN 25,000 FEET ADD) 071 INSTALL CONDUIT TRENCH IN PAVEMENT LF 3.3300 12,853.80 0.000 0 METHOD (1-2" HDPE)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 072 INSTALL CONDUIT TRENCH IN PAVEMENT LF 64.4300 122,352.57 0.000 0 METHOD (1-2" HDPE)(SOIL - COBBLES)(FOR 20-INCHES ADDITIONAL MINIMUM DEPTH ADD) PROGRAM CAS145 PAGE 4 DATE 10/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-4B0054 TIME 03:54 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 10/20/25 R.E. NAME: GENARO GENEL 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 ------------------------------------------------------------------------------------------------------------------------------------ 073 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 58.2700 120,036.20 0.000 0 DRILLING METHOD (1-2" HDPE)(SOIL - COBBLES) 074 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 1.8700 3,852.20 0.000 0 DRILLING METHOD (1-2" HDPE)(FOR LESS THAN 25,000 FEET ADD) 075 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 9.3200 19,199.20 0.000 0 DRILLING METHOD (1-2" HDPE)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 076 CONDUIT ON STRUCTURE (1-2" TYPE LF 155.5800 248,928.00 0.000 0 1)(OVERHANG) 077 CONDUIT ON STRUCTURE (1-2" TYPE LF 155.5800 37,339.20 0.000 0 1)(BARRIER) 078 CONDUIT ON STRUCTURE (1-2" TYPE 1)(FOR LF 18.7200 34,444.80 0.000 0 NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 079 CONDUIT EXPANSION FITTING (2" TYPE 1) EA 428.4800 2,570.88 0.000 0 080 CONDUIT EXPANSION-DEFLECTION FITTING (2" EA 1,185.6000 7,113.60 0.000 0 TYPE 1) 081 LABEL SPLICE ENCLOSURE EA 8.8400 8.84 0.000 0 082 INSTALL VAULT (FOR BURIED VAULT ADD) EA 679.7100 6,797.10 0.000 0 083 TEST STATION MARKER POST EA 301.9000 3,019.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 10/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-4B0054 TIME 03:54 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 10/20/25 R.E. NAME: GENARO GENEL 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 136,522.46 136,522.46 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 136,522.46 136,522.46 084 MOBILIZATION LS 4,569.2700 4,569.27 0.500 2,284.64 0.500 2,284 ORIGINAL CONTRACT AMOUNT 2,814,749.74 TOTAL WORK COMPLETED 138,807.10 138,807.10 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 138,807.10 138,807.10 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 85 09/13/25 09/13/25 03/25/26 11 10 0 0 5% 13% PROGRESS IS SATISFACTORY GENARO GENEL RESIDENT ENGINEER