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 07/22/25 EST. NO. 001 TIME 11:06 AM R.E. NAME: GENARO GENEL 11-4B0084 --------------------------------------------------------------------------- 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 07/22/25 EST. NO. 001 TIME 11:06 AM R.E. NAME: GENARO GENEL 11-4B0084 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-4B0084 TIME 11:06 AM ESTIMATE NO. 001 BID OPENING 03/13/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: GENARO GENEL DATE OF THIS ESTIMATE 07/22/25 LOCATION PROGRESS ESTIMATE 11-SD-8-15.8/R21.9 ----------------- GRIFFITH COMPANY - HENKELS & SAN DIEGO COUNTY IN AND NEAR EL CAJON FROM MCCOY JOINT VENTURE ROUTE 8/ROUTE 67 SEPARATION TO LAKE 3050 E. BIRCH ST JENNINGS PARK ROAD UNDERCROSSING BREA CA 92821 FED. AID NO. N O N E MMBN PROJECT ON I-8 PM 15.8/R21.9 ------------------------------------------------------------------------------------------------------------------------------------ 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 24,960.00 25.000 10,400.00 25.000 10,400 INFRASTRUCTURE 002 POSITIVE LOCATION EXISTING SUBSURFACE EA 208.0000 2,080.00 0.000 0 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 LEVEL 2 CRITICAL PATH METHOD SCHEDULE EA 10,400.0000 10,400.00 0.250 2,600.00 0.250 2,600 (BASELINE) 005 LEVEL 2 CRITICAL PATH METHOD SCHEDULE EA 1,716.0000 6,864.00 0.000 0 (MONTHLY UPDATED SCHEDULE) 006 TIME-RELATED OVERHEAD FOR WORK ORDER WDAY 4,535.7300 703,038.15 19.000 86,178.87 19.000 86,178 VALUE FROM $5M TO $10M (<=100 WDAYS) 007 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO EA 987.9200 987.92 0.000 0 AXLE TRUCK ROLLOFF OR TWO AXLE TRUCK AND TILT TRAILER) 008 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 8,000.00 0.000 0 MEETING 009 HOURLY OFF-SITE HR 200.0000 2,000.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 010 CONSTRUCTION AREA SIGNS (ONE POST) EA 457.6200 18,304.80 32.000 14,643.84 32.000 14,643 011 CONSTRUCTION AREA SIGNS (TWO POST) EA 910.0700 910.07 0.800 728.06 0.800 728 012 CONSTRUCTION AREA SIGNS (PORTABLE) EA 95.6800 2,966.08 0.000 0 013 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,690.1000 261,965.50 3.000 5,070.30 3.000 5,070 014 TYPE III BARRICADE EA 161.2000 4,997.20 0.000 0 015 TRAFFIC CONTROL SYSTEM (MULTILANE EA 6,864.2500 370,669.50 0.000 0 CONVENTIONAL HIGHWAY LANE CLOSURE) 016 TRAFFIC CONTROL SYSTEM (TWO LANE EA 6,864.0000 13,728.00 0.000 0 CONVENTIONAL HIGHWAY REVERSIBLE CONTROL) 017 TRAFFIC CONTROL SYSTEM (FREEWAYS AND EA 4,290.5000 175,910.50 4.000 17,162.00 4.000 17,162 EXPRESSWAYS 1 LANE CLOSURE) 018 TRAFFIC CONTROL SYSTEM (FREEWAYS AND EA 6,655.3300 19,965.99 0.000 0 EXPRESSWAYS MULTILANE CLOSURE) 019 TRAFFIC CONTROL SYSTEM (ENTRANCE OR EXIT EA 3,016.2100 45,243.15 6.000 18,097.26 6.000 18,097 RAMP CLOSURE) 020 TRAFFIC CONTROL SYSTEM (CONNECTING RAMP EA 1,872.0000 18,720.00 0.000 0 CLOSURE) 021 TRAFFIC CONTROL SYSTEM (SHOULDER EA 3,016.2100 150,810.50 0.000 0 CLOSURE)(FULL TIME TRAFFIC CONTROL MAINTENANCE) PROGRAM CAS145 PAGE 2 DATE 07/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-4B0084 TIME 11:06 AM ESTIMATE NO. 001 BID OPENING 03/13/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: GENARO GENEL DATE OF THIS ESTIMATE 07/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 PORTABLE CHANGEABLE MESSAGE SIGN DAY 280.8000 14,040.00 3.000 842.40 3.000 842 023 PORTABLE RADAR SPEED FEEDBACK SIGN EA 101.9400 31,601.40 3.000 305.82 3.000 305 SYSTEM (EA) 024 JOB SITE MANAGEMENT (DAY) DAY 546.0200 84,633.10 0.000 0 025 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 DRAINAGE INLET PROTECTION EA 305.7800 2,140.46 0.000 0 029 TEMPORARY FIBER ROLL LF 3.6400 12,012.00 0.000 0 030 STREET SWEEPING (DAY) DAY 2,131.9700 106,598.50 0.000 0 031 TEMPORARY CONSTRUCTION ENTRANCE EA 2,547.9200 2,547.92 0.000 0 032 TEMPORARY CONCRETE WASHOUT (EA) EA 1,393.6000 1,393.60 0.000 0 033 NATURAL RESOURCE PROTECTION PLAN (EA) EA 3,328.0000 3,328.00 0.000 0 034 CLEARING AND GRUBBING (BRUSH) ACRE 6,031.9400 42,223.58 0.000 0 035 CLEARING AND GRUBBING (LOADING, HAULING CY 64.4000 12,880.00 0.000 0 AND DISPOSAL)(CY) 036 ROADWAY EXCAVATION (1-100 CY) CY 1,024.3400 30,730.20 0.000 0 037 ROADWAY EXCAVATION (MINIMAL DISTURBANCE CY 823.6800 24,710.40 0.000 0 AERIALLY DEPOSITED LEAD) 038 ROADWAY EXCAVATION (FOR NIGHT TIME WORK CY 171.6000 5,148.00 0.000 0 7:30 PM TO 6:00 AM ADD) 039 SURPLUS EXCAVATED MATERIALS (CY) CY 65.5200 32,104.80 0.000 0 040 SURPLUS EXCAVATED MATERIALS (FOR HAUL CY 31.2000 31.20 0.000 0 DISTANCE 10-35 MILES ADD) 041 SURPLUS EXCAVATED MATERIALS (FOR TESTING CY 6.2400 3,057.60 0.000 0 ADD) 042 WOOD MULCH (101-500 CY) CY 85.2700 9,379.70 0.000 0 043 CHECK AND TEST EXISTING IRRIGATION HR 188.2500 10,542.00 0.000 0 FACILITIES (MINIMUM 4 HOURS PER DAY) 044 OPERATE EXISTING IRRIGATION FACILITIES HR 91.5300 1,098.36 0.000 0 (MINIMUM 4 HOURS PER DAY) 045 REPAIR EXISTING IRRIGATION FACILITIES HR 182.0000 24,024.00 0.000 0 (MINIMUM 4 HOURS PER DAY) 046 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,435.2000 5,740.80 0.000 0 047 HYDROMULCH SQFT 0.3100 10,354.00 0.000 0 048 HYDROSEED SQFT 0.1200 4,008.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 07/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-4B0084 TIME 11:06 AM ESTIMATE NO. 001 BID OPENING 03/13/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: GENARO GENEL DATE OF THIS ESTIMATE 07/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 CLASS 2 AGGREGATE BASE (51-200 CY) CY 244.4100 17,108.70 0.000 0 050 CLASS 2 AGGREGATE BASE (FOR NIGHT TIME CY 2,600.0000 182,000.00 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 051 HOT MIX ASPHALT (TYPE A)(501-2,000 TON) TON 301.6000 168,896.00 0.000 0 052 HOT MIX ASPHALT (TYPE A)(FOR NIGHT TIME TON 2,600.0000 1,456,000.00 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 053 MINOR HOT MIX ASPHALT (1-10 TON) TON 645.6900 6,456.90 0.000 0 054 MINOR HOT MIX ASPHALT (FOR NIGHT TIME TON 2,600.0000 26,000.00 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 055 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 15.0800 482.56 0.000 0 056 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 14.8300 1,631.30 0.000 0 057 TACK COAT TON 1,190.5900 2,381.18 0.000 0 058 TACK COAT DISTRIBUTOR TRUCK DAY 3,224.3300 9,672.99 0.000 0 059 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 13.9400 77,088.20 0.000 0 (DEPTH 0.15') 060 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.9600 16,368.80 0.000 0 (FOR LESS THAN 15,000 SQYD ADD) 061 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.3000 29,309.00 0.000 0 (FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 062 INSTALL VAULT (TYPE 1) EA 1,622.4000 30,825.60 0.000 0 063 INSTALL VAULT (TYPE 2) EA 2,995.2000 8,985.60 0.000 0 064 INSTALL VAULT (TYPE 3) EA 2,184.5800 17,476.64 0.000 0 065 INSTALL VAULT (FOR NIGHT TIME WORK 7:30 EA 238.3700 7,151.10 0.000 0 PM TO 6:00 AM ADD) 066 INSTALL FIBER OPTIC CABLE 288 STRANDS LF 1.1400 39,444.00 0.000 0 (TYPE 1) 067 INSTALL FIBER OPTIC CABLE (FOR NIGHT LF 0.1900 6,574.00 0.000 0 TIME WORK 7:30 PM TO 6:00 AM ADD) 068 INSTALL SPLICE ENCLOSURE (TYPE 1) EA 624.0000 1,872.00 0.000 0 069 INSTALL SPLICE ENCLOSURE (FOR NIGHT TIME EA 163.2800 489.84 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 070 SPLICE FIBER OPTIC CABLE 288 STRANDS EA 3,494.4000 3,494.40 0.000 0 (TYPE 1) 071 SPLICE FIBER OPTIC CABLE (FOR LESS THAN EA 249.6000 249.60 0.000 0 3 SPLICES ADD) 072 SPLICE FIBER OPTIC CABLE (FOR NIGHT TIME EA 387.5000 387.50 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 073 INSTALL OBJECT MARKER (TYPE K-2(CA)) EA 93.6200 2,808.60 0.000 0 074 INSTALL FLEXIBLE POST DELINEATOR EA 67.6100 3,448.11 0.000 0 NON-REFLECTIVE CLASS 1 PROGRAM CAS145 PAGE 4 DATE 07/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-4B0084 TIME 11:06 AM ESTIMATE NO. 001 BID OPENING 03/13/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: GENARO GENEL DATE OF THIS ESTIMATE 07/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 075 INSTALL GROUND ROD IN PULL VAULT EA 46.8000 1,263.60 0.000 0 076 INSTALL CONDUIT TRENCH IN PAVEMENT LF 52.5300 535,806.00 0.000 0 METHOD (1-2" HDPE)(SOIL - COBBLES) 077 INSTALL CONDUIT TRENCH IN PAVEMENT LF 49.9600 159,872.00 0.000 0 METHOD (1-2" HDPE)(ROCK 1) 078 INSTALL CONDUIT TRENCH IN PAVEMENT LF 134.7800 1,254,801.80 0.000 0 METHOD (1-2" HDPE)(ROCK 3) 079 INSTALL CONDUIT TRENCH IN PAVEMENT LF 1.2500 28,387.50 0.000 0 METHOD (1-2" HDPE)(FOR LESS THAN 25,000 FEET ADD) 080 INSTALL CONDUIT TRENCH IN PAVEMENT LF 3.3300 75,624.30 0.000 0 METHOD (1-2" HDPE)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 081 INSTALL CONDUIT TRENCH IN PAVEMENT LF 12.8600 131,172.00 0.000 0 METHOD (1-2" HDPE)(SOIL - COBBLES)(FOR 4-INCHES ADDITIONAL MINIMUM DEPTH ADD) 082 INSTALL CONDUIT TRENCH IN PAVEMENT LF 53.9800 502,553.80 0.000 0 METHOD (1-2" HDPE)(ROCK 3)(FOR 8-INCHES ADDITIONAL MINIMUM DEPTH ADD) 083 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 58.2700 235,993.50 0.000 0 DRILLING METHOD (1-2" HDPE)(SOIL - COBBLES) 084 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 76.2000 35,052.00 0.000 0 DRILLING METHOD (1-2" HDPE)(ROCK 1) 085 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 169.8800 492,652.00 0.000 0 DRILLING METHOD (1-2" HDPE)(ROCK 3) 086 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 1.8700 13,856.70 0.000 0 DRILLING METHOD (1-2" HDPE)(FOR LESS THAN 25,000 FEET ADD) 087 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 9.3200 69,061.20 0.000 0 DRILLING METHOD (1-2" HDPE)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 088 CONDUIT ON STRUCTURE (1-2" TYPE LF 155.5800 359,389.80 0.000 0 1)(OVERHANG) 089 CONDUIT ON STRUCTURE (1-2" TYPE 1)(FOR LF 18.7200 43,243.20 0.000 0 NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 090 CONDUIT EXPANSION FITTING (2" TYPE 1) EA 428.4800 4,284.80 0.000 0 091 CONDUIT EXPANSION-DEFLECTION FITTING (2" EA 1,185.6000 11,856.00 0.000 0 TYPE 1) 092 LABEL SPLICE ENCLOSURE EA 8.8400 26.52 0.000 0 093 INSTALL VAULT (FOR BURIED VAULT ADD) EA 653.5700 17,646.39 0.000 0 094 TEST STATION MARKER POST EA 290.2900 7,837.83 0.000 0 PROGRAM CAS145 PAGE 5 DATE 07/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-4B0084 TIME 11:06 AM ESTIMATE NO. 001 BID OPENING 03/13/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: GENARO GENEL DATE OF THIS ESTIMATE 07/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 158,941.01 158,941.01 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 158,941.01 158,941.01 095 MOBILIZATION LS 13,696.3800 13,696.38 0.000 0 ORIGINAL CONTRACT AMOUNT 8,437,204.53 TOTAL WORK COMPLETED 158,941.01 158,941.01 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 158,941.01 158,941.01 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 03/13/25 155 06/09/25 06/09/25 04/30/26 19 10 0 0 2% 12% PROGRESS IS SATISFACTORY GENARO GENEL RESIDENT ENGINEER