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 06/19/25 EST. NO. 011 TIME 09:09 PM R.E. NAME: GURFINKEL, VLADIMIR 07-504444 --------------------------------------------------------------------------- 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 06/19/25 EST. NO. 011 TIME 09:09 PM R.E. NAME: GURFINKEL, VLADIMIR 07-504444 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ANNUAL 2024 CEM 4401 -10,000.00 006 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 06/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-504444 TIME 09:09 PM ESTIMATE NO. 011 BID OPENING 07/05/24 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: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 06/19/25 LOCATION RERUN PROGRESS ESTIMATE 07-VAR ----------------------- HP COMMUNICATIONS, INC. ON ROUTE 405 FROM WILSHIRE BOULEVARD TO 13341 TEMESCAL CANYON RD ROUTE 101/ 405 SEPARATION AND ON ROUTE CORONA CA 92883 101 FROM ROUTE 101/ 405 SEPARATION TO BALBOA BOULEVARD FED. AID NO. N O N E MMBN PROJECT ON ROUTES 101 AND 405 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PRELIMINARY LOCATION EXISTING SUBSURFACE EA 707.2000 212,160.00 5.000 3,536.00 1,099.000 777,212 INFRASTRUCTURE 002 POSITIVE LOCATION EXISTING SUBSURFACE EA 442.0000 61,880.00 481.000 212,602 INFRASTRUCTURE 003 POSITIVE LOCATION EXISTING SUBSURFACE EA 221.0000 6,630.00 6.000 1,326 INFRASTRUCTURE (FOR DEPTH 5' TO 10' ADD) 004 POSITIVE LOCATION EXISTING SUBSURFACE EA 442.0000 8,840.00 0.000 0 INFRASTRUCTURE (FOR DEPTH 10' TO 15' ADD) 005 POSITIVE LOCATION EXISTING SUBSURFACE EA 663.0000 6,630.00 0.000 0 INFRASTRUCTURE (FOR DEPTH 15' TO 20' ADD) 006 LEAD COMPLIANCE PLAN (EA) EA 2,386.8000 2,386.80 1.000 2,386 007 LEVEL 2 CRITICAL PATH METHOD SCHEDULE EA 1,768.0000 1,768.00 1.000 1,768 (BASELINE) 008 LEVEL 2 CRITICAL PATH METHOD SCHEDULE EA 221.1000 1,105.50 1.000 221.10 10.000 2,211 (MONTHLY UPDATED SCHEDULE) 009 TIME-RELATED OVERHEAD FOR WORK ORDER WDAY 6,276.4000 627,640.00 18.000 112,975.20 159.000 997,947 VALUE FROM $10M TO $25M (<=200 WDAYS) 010 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 24,000.00 0.000 0 011 HOURLY OFF-SITE HR 200.0000 12,800.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 012 CONSTRUCTION AREA SIGNS (ONE POST) EA 309.4000 13,923.00 67.000 20,729 013 CONSTRUCTION AREA SIGNS (TWO POST) EA 596.7000 2,983.50 5.000 2,983 014 CONSTRUCTION AREA SIGNS (PORTABLE) EA 88.4400 1,326.60 138.000 12,204 015 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 663.0000 66,300.00 10.000 6,630.00 269.000 178,347 016 PORTABLE VARIABLE SPEED LIMIT SIGN DAY 132.6600 1,326.60 0.000 0 SYSTEM 017 TRAFFIC CONTROL SYSTEM (MULTILANE EA 1,591.2000 47,736.00 1.000 1,591.20 58.000 92,289 CONVENTIONAL HIGHWAY LANE CLOSURE) 018 TRAFFIC CONTROL SYSTEM (FREEWAYS AND EA 2,740.4000 82,212.00 7.000 19,182.80 153.000 419,281 EXPRESSWAYS 1 LANE CLOSURE) 019 TRAFFIC CONTROL SYSTEM (FREEWAYS AND EA 2,917.2000 29,172.00 26.000 75,847 EXPRESSWAYS MULTILANE CLOSURE) 020 TRAFFIC CONTROL SYSTEM (ENTRANCE OR EXIT EA 1,502.8000 30,056.00 2.000 3,005.60 157.000 235,939 RAMP CLOSURE) 021 TRAFFIC CONTROL SYSTEM (CONNECTING RAMP EA 1,768.0000 17,680.00 15.000 26,520 CLOSURE) PROGRAM CAS145 PAGE 2 DATE 06/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-504444 TIME 09:09 PM ESTIMATE NO. 011 BID OPENING 07/05/24 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: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 06/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 TRAFFIC CONTROL SYSTEM (SHOULDER EA 707.2000 7,072.00 23.000 16,265.60 291.000 205,795 CLOSURE) 023 TRAFFIC CONTROL SYSTEM (SHOULDER EA 1,502.8000 7,514.00 0.000 0 CLOSURE)(FULL TIME TRAFFIC CONTROL MAINTENANCE) 024 ADDITIONAL OR ADVANCE FLAGGER (HOUR) HR 88.4400 70,752.00 76.000 6,721.44 1,984.000 175,464 025 PORTABLE CHANGEABLE MESSAGE SIGN DAY 132.6600 13,266.00 -10.000 -1,326.60 182.000 24,144 026 PORTABLE RADAR SPEED FEEDBACK SIGN EA 114.9200 11,492.00 0.000 0 SYSTEM (EA) 027 JOB SITE MANAGEMENT (DAY) DAY 512.7200 51,272.00 19.000 9,741.68 159.000 81,522 028 LINEAR CONSTRUCTION ACTIVITY EA 3,120.0000 3,120.00 1.000 3,120 NOTIFICATION 029 STORM WATER SAMPLING AND ANALYSIS DAY EA 353.6000 1,768.00 0.000 0 030 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 031 TEMPORARY DRAINAGE INLET PROTECTION EA 269.6200 8,088.60 171.000 46,105 032 TEMPORARY FIBER ROLL LF 6.6400 120,848.00 8,022.000 53,266 033 STREET SWEEPING (DAY) DAY 269.6200 13,481.00 0.000 0 034 TEMPORARY CONSTRUCTION ENTRANCE EA 3,889.6000 58,344.00 0.000 0 035 TEMPORARY CONCRETE WASHOUT (EA) EA 2,961.4000 2,961.40 2.000 5,922 036 ASBESTOS COMPLIANCE PLAN (BRIDGE) EA 5,200.0000 5,200.00 1.000 5,200 037 ASBESTOS REMOVAL REPORT EA 520.0000 520.00 0.000 0 038 INVASIVE SPECIES CONTROL (EA) EA 5,200.0000 5,200.00 0.000 0 039 CLEARING AND GRUBBING (BRUSH) ACRE 543.6500 108.73 0.330 179 040 CLEARING AND GRUBBING (LOADING, HAULING CY 380.1200 836,264.00 1,322.000 502,518 AND DISPOSAL)(CY) 041 STRUCTURE EXCAVATION (TYPE 1 CONDUIT) CY 132.6600 1,326.60 38.000 5,041 042 STRUCTURE EXCAVATION (MINIMAL CY 8.8600 88.60 0.000 0 DISTURBANCE AERIALLY DEPOSITED LEAD ADD) 043 STRUCTURE BACKFILL (TYPE 1 CONDUIT) CY 154.7700 1,547.70 38.000 5,881 044 SURPLUS EXCAVATED MATERIALS (CY) CY 23.0200 5,985.20 18.820 433.24 322.820 7,431 045 SURPLUS EXCAVATED MATERIALS (FOR TESTING CY 17.6900 4,599.40 18.820 332.93 322.820 5,710 ADD) 046 MAINTAIN EXISTING PLANTED AREAS (DAY) DAY 300.5600 9,016.80 0.000 0 047 WOOD MULCH (101-500 CY) CY 66.3300 7,959.60 14.000 928 PROGRAM CAS145 PAGE 3 DATE 06/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-504444 TIME 09:09 PM ESTIMATE NO. 011 BID OPENING 07/05/24 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: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 06/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 048 CHECK AND TEST EXISTING IRRIGATION HR 119.3900 23,878.00 200.000 23,878 FACILITIES (MINIMUM 4 HOURS PER DAY) 049 REPAIR EXISTING IRRIGATION FACILITIES HR 123.8200 6,191.00 154.000 19,068 (MINIMUM 4 HOURS PER DAY) 050 HOT MIX ASPHALT (TYPE A)(101-500 TON) TON 309.4000 40,222.00 185.000 57,239 051 HOT MIX ASPHALT (TYPE A)(FOR NIGHT TIME TON 17.3500 2,255.50 185.000 3,209 WORK 7:30 PM TO 6:00 AM ADD) 052 TACK COAT TON 1,326.0000 663.00 1.000 1,326 053 TACK COAT DISTRIBUTOR TRUCK DAY 1,591.2000 7,956.00 0.000 0 054 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.8800 3,757.60 1,208.000 5,895 (DEPTH 0.15') 055 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 7.0900 5,459.30 1,208.000 8,564 (FOR LESS THAN 15,000 SQYD ADD) 056 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.6900 531.30 1,208.000 833 (FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 057 UNDERGROUND INFRASTRUCTURE DOCUMENTATION LF 0.9000 49,230.00 91,619.000 82,457 058 INSTALL VAULT (TYPE 1) EA 2,652.0000 79,560.00 46.000 121,992 059 INSTALL VAULT (TYPE 2) EA 3,182.4000 28,641.60 14.000 44,553 060 INSTALL VAULT (TYPE 3) EA 2,740.4000 8,221.20 4.000 10,961 061 INSTALL VAULT (FOR BOULDERS - ROCK ADD) EA 884.0000 8,840.00 0.000 0 062 INSTALL VAULT (FOR NIGHT TIME WORK 7:30 EA 337.8400 5,067.60 64.000 21,621 PM TO 6:00 AM ADD) 063 INSTALL VAULT (FOR WEEKEND WORK ADD) EA 618.8000 3,094.00 0.000 0 064 INSTALL FIBER OPTIC CABLE 288 STRANDS LF 2.4400 145,668.00 20,476.000 49,961.44 82,146.000 200,436 (TYPE 1) 065 INSTALL FIBER OPTIC CABLE (FOR NIGHT LF 0.2900 17,313.00 20,476.000 5,938.04 82,146.000 23,822 TIME WORK 7:30 PM TO 6:00 AM ADD) 066 INSTALL SPLICE ENCLOSURE (TYPE 1) EA 1,326.0000 3,978.00 3.000 3,978.00 4.000 5,304 067 SPLICE FIBER OPTIC CABLE 288 STRANDS EA 2,652.0000 7,956.00 3.000 7,956.00 4.000 10,608 (TYPE 1) 068 SPLICE FIBER OPTIC CABLE (FOR NIGHT TIME EA 304.9800 914.94 2.000 609.96 4.000 1,219 WORK 7:30 PM TO 6:00 AM ADD) 069 INSTALL OBJECT MARKER (TYPE K-2(CA)) EA 70.7500 2,971.50 63.000 4,457 070 INSTALL FLEXIBLE POST DELINEATOR EA 51.2900 5,129.00 63.000 3,231 NON-REFLECTIVE CLASS 1 071 METALLIC DISK MARKER EA 44.2200 397.98 10.000 442.20 10.000 442 072 INSTALL GROUND ROD IN PULL VAULT EA 52.0000 2,184.00 2.000 104.00 64.000 3,328 073 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 28.5600 38,556.00 18.000 514.08 627.000 17,907 (1-2" HDPE)(SOIL) PROGRAM CAS145 PAGE 4 DATE 06/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-504444 TIME 09:09 PM ESTIMATE NO. 011 BID OPENING 07/05/24 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: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 06/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 074 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 2.5400 3,429.00 18.000 45.72 627.000 1,592 (1-2" HDPE)(FOR LESS THAN 25,000 FEET ADD) 075 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 4.2200 5,697.00 18.000 75.96 627.000 2,645 (1-2" HDPE)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 076 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 5.9100 1,891.20 0.000 0 (1-2" HDPE)(FOR WEEKEND WORK ADD) 077 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 16.8100 22,693.50 0.000 0 (1-2" HDPE)(FOR MINIMAL DISTURBANCE AERIALLY DEPOSITED LEAD SOIL ADD) 078 INSTALL CONDUIT TRENCH IN PAVEMENT LF 30.2600 83,820.20 -11.000 -332.86 2,156.000 65,240 METHOD (1-2" HDPE)(SOIL) 079 INSTALL CONDUIT TRENCH IN PAVEMENT LF 2.3200 6,426.40 2,156.000 5,001 METHOD (1-2" HDPE)(FOR LESS THAN 25,000 FEET ADD) 080 INSTALL CONDUIT TRENCH IN PAVEMENT LF 4.6400 4,732.80 2,156.000 10,003 METHOD (1-2" HDPE)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 081 INSTALL CONDUIT TRENCH IN PAVEMENT LF 6.9400 12,145.00 0.000 0 METHOD (1-2" HDPE)(FOR WEEKEND WORK ADD) 082 INSTALL CONDUIT TRENCH IN PAVEMENT LF 11.9700 33,156.90 2,156.000 25,807 METHOD (1-2" HDPE)(SOIL)(FOR 16-INCHES ADDITIONAL MINIMUM DEPTH ADD) 083 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 69.7300 780,976.00 382.000 26,636.86 40,354.000 2,813,884 DRILLING METHOD (1-2" HDPE)(SOIL) 084 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 97.4700 234,902.70 62.000 6,043.14 2,476.000 241,335 DRILLING METHOD (1-2" HDPE)(ROCK 1) 085 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 146.1300 1,622,043.00 154.000 22,504.02 10,976.000 1,603,922 DRILLING METHOD (1-2" HDPE)(ROCK 2) 086 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 3.8100 94,145.10 24,979.000 95,169 DRILLING METHOD (1-2" HDPE)(FOR LESS THAN 25,000 FEET ADD) 087 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 11.7700 290,836.70 542.000 6,379.34 54,569.000 642,277 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 142.8300 6,427.35 100.000 14,283 1)(OVERHANG) 089 CONDUIT ON STRUCTURE (1-2" TYPE LF 142.8300 3,642,165.00 -165.000 -23,566.95 25,285.000 3,611,456 1)(BARRIER) 090 CONDUIT ON STRUCTURE (1-2" TYPE LF 142.8300 35,707.50 0.000 0 1)(GIRDER) 091 CONDUIT ON STRUCTURE (1-2" TYPE 1)(FOR LF 15.1300 379,763.00 -50.000 -756.50 25,465.000 385,285 NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 092 CONDUIT ON STRUCTURE (1-2" TYPE 1)(FOR LF 12.1900 4,876.00 0.000 0 WEEK END WORK ADD) 093 CONDUIT ON STRUCTURE (1-2" TYPE 1)(FOR LF 16.8100 5,211.10 0.000 0 EACH WORK RESTRICTED HOUR LESS THAN 8 HOURS ADD) 094 CONDUIT EXPANSION FITTING (2" TYPE 1) EA 187.2000 59,904.00 11.000 2,059.20 55.000 10,296 095 CONDUIT EXPANSION-DEFLECTION FITTING (2" EA 187.2000 4,867.20 5.000 936.00 303.000 56,721 TYPE 1) PROGRAM CAS145 PAGE 5 DATE 06/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-504444 TIME 09:09 PM ESTIMATE NO. 011 BID OPENING 07/05/24 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: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 06/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 096 MAGNESIUM GROUNDING ANODE EA 104.0000 1,040.00 0.000 0 097 LABEL SPLICE ENCLOSURE EA 8.8400 26.52 0.000 0 098 10' CHAIN LINK GATE (TYPE CL-8, EA 1,768.0000 10,608.00 0.000 0 EXTENSION ARM) 099 PULL BOX MOUNTED ON STRUCTURE (36X30X16 EA 3,692.0000 18,460.00 7.000 25,844 NEMA 4X SST) 100 PULL BOX MOUNTED ON STRUCTURE (12X12X60 EA 2,371.2000 49,795.20 44.000 104,332 NEMA 4X SST) PROGRAM CAS145 PAGE 6 DATE 06/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-504444 TIME 09:09 PM ESTIMATE NO. 011 BID OPENING 07/05/24 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: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 06/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 288,837.84 14,575,286.90 ADJUSTMENT OF COMPENSATION 0.00 24,880.60 EXTRA WORK 0.00 212,875.14 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 288,837.84 14,813,042.64 101 MOBILIZATION LS 491,166.6700 491,166.67 1.000 491,166 ORIGINAL CONTRACT AMOUNT 10,913,901.19 TOTAL WORK COMPLETED 288,837.84 15,304,209.31 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 288,837.84 15,294,209.31 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 07/09/24 100 08/05/24 08/05/24 06/24/25 164 54 66 0 99% 99% PROGRESS IS SATISFACTORY GURFINKEL, VLADIMIR RESIDENT ENGINEER