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 10/22/25 EST. NO. 005 TIME 12:36 PM R.E. NAME: ALFREDO HERNANDEZ MEDINA 11-4B0044 --------------------------------------------------------------------------- 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 10/22/25 EST. NO. 005 TIME 12:36 PM R.E. NAME: ALFREDO HERNANDEZ MEDINA 11-4B0044 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LCAN-BMPS -5,000.00 003 LCAN-BMPS 5,000.00 005 5,000.00 0.00 LABOR COMPLIANCE VIOLATION DEL JULY 2025 CPR -5,000.00 003 0.00 -5,000.00 TOTAL DEDUCTIONS 5,000.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 10/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-4B0044 TIME 12:36 PM ESTIMATE NO. 005 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: ALFREDO HERNANDEZ MEDINA DATE OF THIS ESTIMATE 10/22/25 LOCATION RERUN PROGRESS ESTIMATE 11-SD-5-9.5 ----------------------- 11-SD-54-0.0/6.4 GRIFFITH COMPANY - HENKELS & SAN DIEGO COUNTY IN AND NEAR SAN DIEGO, MCCOY JOINT VENTURE NATIONAL CITY AND CHULA VISTA ON ROUTE 5 3050 E. BIRCH ST AT MILE NORTH OF SWEETWATER RIVER BRIDGE BREA CA 92821 AND ON ROUTE 54 FROM ROUTE 5/54 SEPARATION FED. AID NO. N O N E BROADBAND FIBER OPTIC NETWORK INSTALLATION ------------------------------------------------------------------------------------------------------------------------------------ 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 36,608.00 34.000 14,144 INFRASTRUCTURE 002 POSITIVE LOCATION EXISTING SUBSURFACE EA 208.0000 1,664.00 0.000 0 INFRASTRUCTURE (FOR DEPTH 5' TO 10' ADD) 003 POSITIVE LOCATION EXISTING SUBSURFACE EA 395.2000 3,161.60 0.000 0 INFRASTRUCTURE (FOR DEPTH 10' TO 15' ADD) 004 POSITIVE LOCATION EXISTING SUBSURFACE EA 904.8000 7,238.40 0.000 0 INFRASTRUCTURE (FOR DEPTH 15' TO 20' ADD) 005 LEAD COMPLIANCE PLAN (EA) EA 2,912.4600 2,912.46 0.000 0 006 TRAVEL TIME (LABORER) HR 17.6800 884.00 0.000 0 007 LEVEL 2 CRITICAL PATH METHOD SCHEDULE EA 10,400.0000 10,400.00 1.000 10,400 (BASELINE) 008 LEVEL 2 CRITICAL PATH METHOD SCHEDULE EA 1,716.0000 13,728.00 2.000 3,432 (MONTHLY UPDATED SCHEDULE) 009 TIME-RELATED OVERHEAD FOR WORK ORDER WDAY 3,587.5800 556,074.90 16.000 57,401.28 92.000 330,057 VALUE FROM $5M TO $10M (100-200 WDAYS) 010 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO EA 987.9200 1,975.84 2.000 1,975 AXLE TRUCK ROLLOFF OR TWO AXLE TRUCK AND TILT TRAILER) 011 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 4,000.00 0.000 0 MEETING 012 HOURLY OFF-SITE HR 200.0000 1,600.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 013 CONSTRUCTION AREA SIGNS (ONE POST) EA 457.6200 10,067.64 17.000 7,779.54 17.000 7,779 014 CONSTRUCTION AREA SIGNS (PORTABLE) EA 95.6800 5,740.80 48.000 4,592.64 48.000 4,592 015 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,690.1000 261,965.50 38.000 64,223.80 93.000 157,179 016 TYPE III BARRICADE EA 161.2000 9,672.00 48.000 7,737.60 48.000 7,737 017 PORTABLE VARIABLE SPEED LIMIT SIGN DAY 114.3800 17,728.90 0.000 0 SYSTEM 018 TRAFFIC CONTROL SYSTEM (FREEWAYS AND EA 4,290.5000 665,027.50 -75.000 -321,787.50 30.000 128,715 EXPRESSWAYS 1 LANE CLOSURE) 019 TRAFFIC CONTROL SYSTEM (ENTRANCE OR EXIT EA 3,016.2100 196,053.65 17.000 51,275.57 94.000 283,523 RAMP CLOSURE) 020 TRAFFIC CONTROL SYSTEM (CONNECTING RAMP EA 1,872.0000 56,160.00 20.000 37,440.00 28.000 52,416 CLOSURE) PROGRAM CAS145 PAGE 2 DATE 10/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-4B0044 TIME 12:36 PM ESTIMATE NO. 005 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: ALFREDO HERNANDEZ MEDINA DATE OF THIS ESTIMATE 10/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 021 TRAFFIC CONTROL SYSTEM (SHOULDER EA 3,016.2100 165,891.55 4.000 12,064.84 5.000 15,081 CLOSURE)(FULL TIME TRAFFIC CONTROL MAINTENANCE) 022 PORTABLE CHANGEABLE MESSAGE SIGN DAY 280.8000 43,524.00 47.000 13,197.60 124.000 34,819 023 PORTABLE RADAR SPEED FEEDBACK SIGN EA 101.9400 203.88 21.000 2,140.74 68.000 6,931 SYSTEM (EA) 024 JOB SITE MANAGEMENT (DAY) DAY 546.0200 84,633.10 16.000 8,736.32 95.000 51,871 025 LINEAR CONSTRUCTION ACTIVITY EA 3,328.0000 3,328.00 0.000 0 NOTIFICATION 026 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 027 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 1,435.1500 1,435.15 0.000 0 CONTROL) 028 TEMPORARY HYDRAULIC MULCH SQYD 4.6800 1,282.32 0.000 0 029 TEMPORARY CHECK DAM LF 15.6000 1,560.00 0.000 0 030 TEMPORARY DRAINAGE INLET PROTECTION EA 305.7800 10,702.30 6.000 1,834.68 25.000 7,644 031 TEMPORARY FIBER ROLL LF 3.6400 3.64 225.000 819.00 1,150.000 4,186 032 TEMPORARY SILT FENCE LF 3.5900 3,590.00 0.000 0 033 STREET SWEEPING (DAY) DAY 2,131.9700 42,639.40 20.000 42,639.40 58.000 123,654 034 TEMPORARY CONSTRUCTION ENTRANCE EA 2,547.9200 2,547.92 0.000 0 035 TEMPORARY CONCRETE WASHOUT (EA) EA 1,393.6000 18,116.80 0.000 0 036 TEMPORARY HIGH-VISIBILITY FENCE LF 6.9200 10,497.64 750.000 5,190 037 ROADWAY EXCAVATION (101-500 CY) CY 826.7700 100,039.17 -24.000 -19,842.48 128.000 105,826 038 ROADWAY EXCAVATION (FOR NIGHT TIME WORK CY 171.6000 20,763.60 -24.000 -4,118.40 128.000 21,964 7:30 PM TO 6:00 AM ADD) 039 STRUCTURE EXCAVATION (TYPE 1 CONDUIT) CY 87.3600 349.44 0.000 0 040 STRUCTURE BACKFILL (TYPE 1 CONDUIT) CY 101.9200 407.68 0.000 0 041 STRUCTURE BACKFILL (SELECT BACKFILL)(FOR CY 26.0000 104.00 0.000 0 HAUL DISTANCE 10-35 MILES ADD) 042 SURPLUS EXCAVATED MATERIALS (CY) CY 65.5200 5,176.08 0.000 0 043 SURPLUS EXCAVATED MATERIALS (FOR TESTING CY 6.2400 492.96 0.000 0 ADD) 044 PRUNE EXISTING TREES AND PLANTS HR 1,715.9500 13,727.60 4.000 6,863 (3-MEMBER CREW MINIMUM 4 HOURS PER DAY) 045 WOOD MULCH (101-500 CY) CY 85.2700 25,495.73 0.000 0 046 CHECK AND TEST EXISTING IRRIGATION HR 188.2500 11,295.00 0.000 0 FACILITIES (MINIMUM 4 HOURS PER DAY) PROGRAM CAS145 PAGE 3 DATE 10/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-4B0044 TIME 12:36 PM ESTIMATE NO. 005 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: ALFREDO HERNANDEZ MEDINA DATE OF THIS ESTIMATE 10/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 047 REPAIR EXISTING IRRIGATION FACILITIES HR 182.0000 11,648.00 4.000 728.00 28.000 5,096 (MINIMUM 4 HOURS PER DAY) 048 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,435.2000 4,305.60 0.000 0 049 HYDROMULCH SQFT 0.3100 5,689.12 0.000 0 050 HYDROSEED SQFT 0.1200 2,202.24 0.000 0 051 CLASS 2 AGGREGATE BASE (51-200 CY) CY 244.4100 26,396.28 24.000 5,865.84 176.500 43,138 052 CLASS 2 AGGREGATE BASE (FOR NIGHT TIME CY 2,600.0000 280,800.00 24.000 62,400.00 176.500 458,900 WORK 7:30 PM TO 6:00 AM ADD) 053 HOT MIX ASPHALT (TYPE A)(1-100 TON) TON 311.8800 5,925.72 19.500 6,081.66 19.500 6,081 054 HOT MIX ASPHALT (TYPE A)(FOR NIGHT TIME TON 2,600.0000 49,400.00 19.500 50,700.00 19.500 50,700 WORK 7:30 PM TO 6:00 AM ADD) 055 TACK COAT TON 1,190.6000 119.06 0.030 35.72 0.030 35 056 UNDERGROUND INFRASTRUCTURE DOCUMENTATION LF 0.9200 26,477.60 0.000 0 057 INSTALL VAULT (TYPE 1) EA 1,622.4000 11,356.80 7.000 11,356.80 12.000 19,468 058 INSTALL VAULT (TYPE 2) EA 2,995.2000 14,976.00 2.000 5,990.40 4.000 11,980 059 INSTALL VAULT (TYPE 3) EA 2,184.5800 28,399.54 0.000 0 060 INSTALL VAULT (FOR NIGHT TIME WORK 7:30 EA 238.3700 5,959.25 9.000 2,145.33 16.000 3,813 PM TO 6:00 AM ADD) 061 INSTALL SPLICE ENCLOSURE (TYPE 1) EA 624.0000 1,248.00 0.000 0 062 INSTALL OBJECT MARKER (TYPE K-2(CA)) EA 93.6200 2,340.50 9.000 842.58 16.000 1,497 063 INSTALL FLEXIBLE POST DELINEATOR EA 67.6100 3,650.94 0.000 0 NON-REFLECTIVE CLASS 1 064 INSTALL GROUND ROD IN PULL VAULT EA 46.8000 936.00 9.000 421.20 16.000 748 065 INSTALL GROUND ROD IN PULL VAULT (FOR EA 64.4300 1,288.60 3.000 193.29 10.000 644 BOULDERS OR ROCK ADD) 066 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 43.9600 431,027.80 8,925.000 392,343.00 8,925.000 392,343 DRILLING METHOD (1-2" HDPE)(SOIL) 067 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 58.2700 361,565.35 950.000 55,356.50 2,935.000 171,022 DRILLING METHOD (1-2" HDPE)(SOIL - COBBLES) 068 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 76.2000 973,074.00 13,645.000 1,039,749 DRILLING METHOD (1-2" HDPE)(ROCK 1) 069 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 9.3200 268,229.60 9,875.000 92,035.00 25,505.000 237,706 DRILLING METHOD (1-2" HDPE)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 070 CONDUIT ON STRUCTURE (1-2" TYPE LF 155.5800 91,014.30 0.000 0 1)(OVERHANG) 071 CONDUIT ON STRUCTURE (1-2" TYPE 1)(FOR LF 18.7200 10,951.20 0.000 0 NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 072 CONDUIT EXPANSION FITTING (2" TYPE 1) EA 428.4800 1,713.92 0.000 0 PROGRAM CAS145 PAGE 4 DATE 10/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-4B0044 TIME 12:36 PM ESTIMATE NO. 005 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: ALFREDO HERNANDEZ MEDINA DATE OF THIS ESTIMATE 10/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 073 CONDUIT EXPANSION-DEFLECTION FITTING (2" EA 1,185.6000 4,742.40 0.000 0 TYPE 1) 074 LABEL SPLICE ENCLOSURE EA 8.8400 17.68 0.000 0 075 PROOFING EXISTING MICRODUCT LF 1.3700 8,007.65 0.000 0 076 PROOFING EXISTING MICRODUCT (FOR LF 0.1000 584.50 0.000 0 NIGHTTIME WORK 7:30PM TO 6:00AM ADD) 077 INSTALL MICRO FIBER OPTIC CABLE 288 LF 2.5300 96,203.25 0.000 0 STRANDS IN EXISTING MICRODUCT (>10,000 LF) 078 INSTALL MICRO FIBER OPTIC CABLE 288 LF 0.1800 6,844.50 0.000 0 STRANDS IN EXISTING MICRODUCT (>10,000 LF) (FOR NIGHTTIME WORK 7:30PM TO 6:00AM 079 FURNISH MICRO FIBER OPTIC CABLE 288 LF 5.7200 217,503.00 19,012.500 108,751 STRANDS 080 INSTALL INTERVAULT CONDUIT (2-2" HDPE) LF 58.1000 2,033.50 42.000 2,440 (ROCK 1) 081 INSTALL INTERVAULT CONDUIT (2-2" HDPE) LF 156.7200 4,701.60 4.000 626 (ROCK 3) 082 INSTALL INTERVAULT CONDUIT (2-2" HDPE) LF 3.2000 208.00 46.000 147 (FOR NIGHTTIME WORK 7:30PM TO 6:00AM ADD) 083 INSTALL CONDUIT IN EXISTING VAULT EA 155.9800 1,247.84 0.000 0 084 INSTALL CONDUIT IN EXISTING VAULT (FOR EA 77.9900 623.92 0.000 0 NIGHTTIME WORK 7:30PM TO 6:00AM ADD) 085 INSTALL VAULT (FOR BURIED VAULT ADD) EA 653.5700 13,071.40 0.000 0 086 TEST STATION MARKER POST EA 290.2900 5,805.80 7.000 2,032.03 12.000 3,483 PROGRAM CAS145 PAGE 5 DATE 10/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-4B0044 TIME 12:36 PM ESTIMATE NO. 005 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: ALFREDO HERNANDEZ MEDINA DATE OF THIS ESTIMATE 10/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 654,661.98 3,944,363.61 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 654,661.98 3,944,363.61 087 MOBILIZATION LS 5,420.1800 5,420.18 1.000 5,420 ORIGINAL CONTRACT AMOUNT 5,420,180.79 TOTAL WORK COMPLETED 654,661.98 3,949,783.79 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 5,000.00 -5,000.00 TOTAL 659,661.98 3,944,783.79 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 03/12/25 155 06/03/25 06/03/25 03/31/26 92 5 0 0 67% 59% PROGRESS IS SATISFACTORY ALFREDO HERNANDEZ MEDINA RESIDENT ENGINEER