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 08/22/25 EST. NO. 003 TIME 09:56 AM R.E. NAME: SULTAN GHAZIALAM 11-4B0124 --------------------------------------------------------------------------- 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 08/22/25 EST. NO. 003 TIME 09:56 AM R.E. NAME: SULTAN GHAZIALAM 11-4B0124 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 08/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-4B0124 TIME 09:56 AM ESTIMATE NO. 003 BID OPENING 03/11/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: SULTAN GHAZIALAM DATE OF THIS ESTIMATE 08/22/25 LOCATION PROGRESS ESTIMATE 11-SD-125-12.9/22.3 ----------------- GRIFFITH COMPANY - HENKELS & SAN DIEGO COUNTY ON ROUTE 125 FROM 0.6 MCCOY JOINT VENTURE MILE SOUTH OF SPRING STREET UNDERCROSSING 3050 E. BIRCH ST NEAR LA MESA TO MISSION GORGE ROAD IN BREA CA 92821 SANTEE FED. AID NO. N O N E INSTALLATION OF FIBER OPTIC CONDUIT SYSTEM ------------------------------------------------------------------------------------------------------------------------------------ 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 33,280.00 36.000 14,976.00 116.000 48,256 INFRASTRUCTURE 002 LEAD COMPLIANCE PLAN (EA) EA 2,912.4600 2,912.46 1.000 2,912 003 SUBSISTENCE (CABLE SPLICER) DAY 140.4000 140.40 0.000 0 004 SUBSISTENCE (LABORER) DAY 72.8000 72.80 0.000 0 005 TRAVEL TIME (LABORER) HR 17.6800 17.68 0.000 0 006 LEVEL 2 CRITICAL PATH METHOD SCHEDULE EA 10,400.0000 10,400.00 1.000 10,400 (BASELINE) 007 LEVEL 2 CRITICAL PATH METHOD SCHEDULE EA 1,716.0000 12,012.00 1.000 1,716.00 2.000 3,432 (MONTHLY UPDATED SCHEDULE) 008 TIME-RELATED OVERHEAD FOR WORK ORDER WDAY 3,587.5800 609,888.60 25.000 89,689.50 61.000 218,842 VALUE FROM $5M TO $10M (100-200 WDAYS) 009 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO EA 987.9200 35,565.12 4.000 3,951.68 7.000 6,915 AXLE TRUCK ROLLOFF OR TWO AXLE TRUCK AND TILT TRAILER) 010 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO EA 644.9700 644.97 0.000 0 AXLE TRUCK)(FOR HAUL DISTANCE 101-150 MILES ADD) 011 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO EA 967.4500 967.45 0.000 0 AXLE TRUCK)(FOR HAUL DISTANCE >150 MILES ADD) 012 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 10,000.00 0.000 0 MEETING 013 HOURLY OFF-SITE HR 200.0000 2,000.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 014 CONSTRUCTION AREA SIGNS (ONE POST) EA 457.6200 18,304.80 40.000 18,304 015 CONSTRUCTION AREA SIGNS (TWO POST) EA 910.0700 1,820.14 2.000 1,820 016 CONSTRUCTION AREA SIGNS (PORTABLE) EA 95.6800 8,419.84 20.000 1,913.60 47.000 4,496 017 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,690.1000 287,317.00 25.000 42,252.50 61.000 103,096 018 TYPE III BARRICADE EA 161.2000 14,185.60 20.000 3,224.00 47.000 7,576 019 PORTABLE VARIABLE SPEED LIMIT SIGN DAY 114.3800 19,444.60 0.000 0 SYSTEM 020 TRAFFIC CONTROL SYSTEM (FREEWAYS AND EA 6,655.3300 6,655.33 5.000 33,276.65 6.000 39,931 EXPRESSWAYS MULTILANE CLOSURE) PROGRAM CAS145 PAGE 2 DATE 08/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-4B0124 TIME 09:56 AM ESTIMATE NO. 003 BID OPENING 03/11/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: SULTAN GHAZIALAM DATE OF THIS ESTIMATE 08/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 021 TRAFFIC CONTROL SYSTEM (ENTRANCE OR EXIT EA 3,016.2100 129,697.03 5.000 15,081.05 42.000 126,680 RAMP CLOSURE) 022 TRAFFIC CONTROL SYSTEM (CONNECTING RAMP EA 1,872.0000 46,800.00 1.000 1,872.00 5.000 9,360 CLOSURE) 023 TRAFFIC CONTROL SYSTEM (SHOULDER EA 3,016.1700 102,549.78 4.000 12,064.68 10.000 30,161 CLOSURE) 024 TRAFFIC CONTROL SYSTEM (SHOULDER EA 3,016.2100 205,102.28 40.000 120,648.40 40.000 120,648 CLOSURE)(FULL TIME TRAFFIC CONTROL MAINTENANCE) 025 PORTABLE CHANGEABLE MESSAGE SIGN DAY 280.8000 95,472.00 21.000 5,896.80 98.000 27,518 026 PORTABLE RADAR SPEED FEEDBACK SIGN EA 101.9400 17,329.80 21.000 2,140.74 40.000 4,077 SYSTEM (EA) 027 JOB SITE MANAGEMENT (DAY) DAY 546.0200 92,823.40 25.000 13,650.50 61.000 33,307 028 LINEAR CONSTRUCTION ACTIVITY EA 3,328.0000 3,328.00 1.000 3,328 NOTIFICATION 029 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 030 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 1,435.1500 1,435.15 0.000 0 CONTROL) 031 TEMPORARY DRAINAGE INLET PROTECTION EA 305.7800 18,652.58 19.000 5,809.82 19.000 5,809 032 TEMPORARY FIBER ROLL LF 3.6400 23,296.00 350.000 1,274.00 1,150.000 4,186 033 TEMPORARY SILT FENCE LF 3.5900 3,590.00 0.000 0 034 STREET SWEEPING (DAY) DAY 2,131.9700 85,278.80 21.000 44,771.37 28.000 59,695 035 TEMPORARY CONSTRUCTION ENTRANCE EA 2,547.9200 2,547.92 1.000 2,547 036 TEMPORARY CONCRETE WASHOUT (EA) EA 1,393.6000 25,084.80 0.000 0 037 CONTRACTOR-SUPPLIED ARCHEOLOGIST (DAY) DAY 926.3300 55,579.80 0.000 0 038 CLEARING AND GRUBBING (BRUSH) ACRE 6,031.9500 2,412.78 0.200 1,206.39 0.200 1,206 039 CLEARING AND GRUBBING (LOADING, HAULING CY 64.4000 41,860.00 0.000 0 AND DISPOSAL)(CY) 040 ROADWAY EXCAVATION (1-100 CY) CY 1,024.3200 10,243.20 2.000 2,048.64 3.000 3,072 041 ROADWAY EXCAVATION (MINIMAL DISTURBANCE CY 823.6800 8,236.80 5.000 4,118 AERIALLY DEPOSITED LEAD) 042 ROADWAY EXCAVATION (FOR NIGHT TIME WORK CY 171.6000 1,716.00 2.000 343.20 3.000 514 7:30 PM TO 6:00 AM ADD) 043 SURPLUS EXCAVATED MATERIALS (CY) CY 65.5200 35,380.80 127.000 8,321.04 141.500 9,271 044 SURPLUS EXCAVATED MATERIALS (FOR HAUL CY 31.2000 16,848.00 9.500 296 DISTANCE 10-35 MILES ADD) 045 SURPLUS EXCAVATED MATERIALS (FOR TESTING CY 6.2400 3,369.60 0.000 0 ADD) 046 PRUNE EXISTING TREES AND PLANTS HR 1,715.9500 13,727.60 0.000 0 (3-MEMBER CREW MINIMUM 4 HOURS PER DAY) PROGRAM CAS145 PAGE 3 DATE 08/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-4B0124 TIME 09:56 AM ESTIMATE NO. 003 BID OPENING 03/11/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: SULTAN GHAZIALAM DATE OF THIS ESTIMATE 08/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 047 MAINTAIN EXISTING PLANTED AREAS (DAY) DAY 157.0000 1,570.00 0.000 0 048 WOOD MULCH (101-500 CY) CY 85.2700 19,612.10 0.000 0 049 CHECK AND TEST EXISTING IRRIGATION HR 188.2500 32,002.50 60.000 11,295 FACILITIES (MINIMUM 4 HOURS PER DAY) 050 OPERATE EXISTING IRRIGATION FACILITIES HR 91.5300 3,844.26 0.000 0 (MINIMUM 4 HOURS PER DAY) 051 REPAIR EXISTING IRRIGATION FACILITIES HR 182.0000 30,940.00 0.000 0 (MINIMUM 4 HOURS PER DAY) 052 CLASS 2 AGGREGATE BASE (51-200 CY) CY 244.4100 21,019.26 25.000 6,110.25 36.000 8,798 053 CLASS 2 AGGREGATE BASE (FOR NIGHT TIME CY 2,600.0000 223,600.00 25.000 65,000.00 36.000 93,600 WORK 7:30 PM TO 6:00 AM ADD) 054 HOT MIX ASPHALT (TYPE A)(1-100 TON) TON 311.8800 6,237.60 0.000 0 055 HOT MIX ASPHALT (TYPE A)(FOR NIGHT TIME TON 2,600.0000 52,000.00 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 056 TACK COAT TON 1,190.6000 119.06 0.000 0 057 DRILL AND BOND DOWEL LF 31.1900 1,559.50 0.000 0 058 UNDERGROUND INFRASTRUCTURE DOCUMENTATION LF 0.9200 28,520.00 0.000 0 059 INSTALL VAULT (TYPE 1) EA 1,622.4000 14,601.60 6.000 9,734.40 14.000 22,713 060 INSTALL VAULT (TYPE 2) EA 2,995.2000 8,985.60 0.000 0 061 INSTALL VAULT (TYPE 3) EA 2,184.5800 39,322.44 0.000 0 062 INSTALL VAULT (FOR BOULDERS - ROCK ADD) EA 416.0000 2,080.00 4.000 1,664 063 INSTALL VAULT (FOR NIGHT TIME WORK 7:30 EA 238.3700 7,151.10 3.000 715.11 14.000 3,337 PM TO 6:00 AM ADD) 064 INSTALL FIBER OPTIC CABLE 288 STRANDS LF 1.1400 42,408.00 0.000 0 (TYPE 1) 065 INSTALL FIBER OPTIC CABLE (FOR NIGHT LF 0.1900 7,068.00 0.000 0 TIME WORK 7:30 PM TO 6:00 AM ADD) 066 INSTALL SPLICE ENCLOSURE (TYPE 1) EA 624.0000 1,248.00 0.000 0 067 INSTALL SPLICE ENCLOSURE (TYPE 2) EA 990.0800 990.08 0.000 0 068 INSTALL SPLICE ENCLOSURE (FOR NIGHT TIME EA 163.2800 489.84 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 069 SPLICE FIBER OPTIC CABLE 288 STRANDS EA 3,494.4000 3,494.40 0.000 0 (TYPE 1) 070 SPLICE FIBER OPTIC CABLE (FOR LESS THAN EA 249.6000 249.60 0.000 0 3 SPLICES ADD) 071 SPLICE FIBER OPTIC CABLE (FOR NIGHT TIME EA 387.5000 387.50 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 072 INSTALL OBJECT MARKER (TYPE K-2(CA)) EA 93.6200 2,808.60 0.000 0 073 INSTALL FLEXIBLE POST DELINEATOR EA 67.6100 5,679.24 0.000 0 NON-REFLECTIVE CLASS 1 PROGRAM CAS145 PAGE 4 DATE 08/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-4B0124 TIME 09:56 AM ESTIMATE NO. 003 BID OPENING 03/11/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: SULTAN GHAZIALAM DATE OF THIS ESTIMATE 08/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 074 INSTALL GROUND ROD IN PULL VAULT EA 46.8000 1,263.60 0.000 0 075 INSTALL GROUND ROD IN PULL VAULT (FOR EA 64.4300 257.72 0.000 0 BOULDERS OR ROCK ADD) 076 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 58.2700 1,491,712.00 6,939.000 404,335.53 10,389.000 605,367 DRILLING METHOD (1-2" HDPE)(SOIL - COBBLES) 077 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 76.2000 201,930.00 0.000 0 DRILLING METHOD (1-2" HDPE)(ROCK 1) 078 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 116.3800 309,570.80 0.000 0 DRILLING METHOD (1-2" HDPE)(ROCK 2) 079 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 9.3200 288,920.00 5,275.000 49,163.00 8,575.000 79,919 DRILLING METHOD (1-2" HDPE)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 080 CONDUIT ON STRUCTURE (1-2" TYPE LF 155.5800 59,120.40 360.000 56,008.80 360.000 56,008 1)(OVERHANG) 081 CONDUIT ON STRUCTURE (1-2" TYPE LF 155.5800 455,849.40 840.000 130,687.20 2,880.000 448,070 1)(BARRIER) 082 CONDUIT ON STRUCTURE (1-2" TYPE 1)(FOR LF 18.7200 61,963.20 1,200.000 22,464.00 3,240.000 60,652 NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 083 CONDUIT EXPANSION FITTING (2" TYPE 1) EA 428.4800 8,569.60 13.000 5,570.24 20.000 8,569 084 CONDUIT EXPANSION-DEFLECTION FITTING (2" EA 1,185.6000 7,113.60 5.000 5,928 TYPE 1) 085 LABEL SPLICE ENCLOSURE EA 8.8400 26.52 0.000 0 086 INSTALL VAULT (FOR BURIED VAULT ADD) EA 653.5700 16,992.82 3.000 1,960.71 3.000 1,960 087 TEST STATION MARKER POST EA 290.2900 7,547.54 0.000 0 PROGRAM CAS145 PAGE 5 DATE 08/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-4B0124 TIME 09:56 AM ESTIMATE NO. 003 BID OPENING 03/11/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: SULTAN GHAZIALAM DATE OF THIS ESTIMATE 08/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,177,877.80 2,319,670.61 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,177,877.80 2,319,670.61 088 MOBILIZATION LS 4,833.9300 4,833.93 0.950 4,592 ORIGINAL CONTRACT AMOUNT 5,594,070.32 TOTAL WORK COMPLETED 1,177,877.80 2,324,262.84 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,177,877.80 2,324,262.84 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 03/12/25 170 05/27/25 05/27/25 01/30/26 61 2 0 0 41% 36% PROGRESS IS SATISFACTORY SULTAN GHAZIALAM RESIDENT ENGINEER