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 10/22/24 EST. NO. 003 TIME 09:15 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 10/22/24 EST. NO. 003 TIME 09:15 PM R.E. NAME: GURFINKEL, VLADIMIR 07-504444 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-504444 TIME 09:15 PM ESTIMATE NO. 003 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 10/20/24 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 10/22/24 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 212,160.00 195.000 137,904.00 432.000 305,510 INFRASTRUCTURE 002 POSITIVE LOCATION EXISTING SUBSURFACE EA 442.0000 61,880.00 89.000 39,338.00 153.000 67,626 INFRASTRUCTURE 003 POSITIVE LOCATION EXISTING SUBSURFACE EA 221.0000 6,630.00 1.000 221.00 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 2.000 442.20 2.000 442 (MONTHLY UPDATED SCHEDULE) 009 TIME-RELATED OVERHEAD FOR WORK ORDER WDAY 6,276.4000 627,640.00 18.000 112,975.20 52.000 326,372 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 45.000 13,923 013 CONSTRUCTION AREA SIGNS (TWO POST) EA 596.7000 2,983.50 4.000 2,386 014 CONSTRUCTION AREA SIGNS (PORTABLE) EA 88.4400 1,326.60 15.000 1,326 015 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 663.0000 66,300.00 26.000 17,238.00 56.000 37,128 016 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 5.000 7,956.00 14.000 22,276 CONVENTIONAL HIGHWAY LANE CLOSURE) 018 TRAFFIC CONTROL SYSTEM (FREEWAYS AND EA 2,740.4000 82,212.00 16.000 43,846.40 34.000 93,173 EXPRESSWAYS 1 LANE CLOSURE) 019 TRAFFIC CONTROL SYSTEM (FREEWAYS AND EA 2,917.2000 29,172.00 0.000 0 EXPRESSWAYS MULTILANE CLOSURE) 020 TRAFFIC CONTROL SYSTEM (ENTRANCE OR EXIT EA 1,502.8000 30,056.00 41.000 61,614.80 42.000 63,117 RAMP CLOSURE) 021 TRAFFIC CONTROL SYSTEM (CONNECTING RAMP EA 1,768.0000 17,680.00 3.000 5,304.00 3.000 5,304 CLOSURE) PROGRAM CAS145 PAGE 2 DATE 10/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-504444 TIME 09:15 PM ESTIMATE NO. 003 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 10/20/24 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 10/22/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 44.000 31,116.80 49.000 34,652 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 70,752.00 108.000 9,551.52 374.000 33,076 025 PORTABLE CHANGEABLE MESSAGE SIGN DAY 132.6600 13,266.00 39.000 5,173.74 76.000 10,082 026 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 18.000 9,228.96 52.000 26,661 028 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 92.000 24,805.04 132.000 35,589 032 TEMPORARY FIBER ROLL LF 6.6400 120,848.00 2,830.000 18,791.20 4,577.000 30,391 033 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 5,922.80 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 0.000 0 040 CLEARING AND GRUBBING (LOADING, HAULING CY 380.1200 836,264.00 242.000 91,989.04 636.000 241,756 AND DISPOSAL)(CY) 041 STRUCTURE EXCAVATION (TYPE 1 CONDUIT) CY 132.6600 1,326.60 0.000 0 042 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 0.000 0 044 SURPLUS EXCAVATED MATERIALS (CY) CY 23.0200 5,985.20 0.000 0 045 SURPLUS EXCAVATED MATERIALS (FOR TESTING CY 17.6900 4,599.40 0.000 0 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 0.000 0 PROGRAM CAS145 PAGE 3 DATE 10/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-504444 TIME 09:15 PM ESTIMATE NO. 003 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 10/20/24 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 10/22/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 40.000 4,775 FACILITIES (MINIMUM 4 HOURS PER DAY) 049 REPAIR EXISTING IRRIGATION FACILITIES HR 123.8200 6,191.00 0.000 0 (MINIMUM 4 HOURS PER DAY) 050 HOT MIX ASPHALT (TYPE A)(101-500 TON) TON 309.4000 40,222.00 0.000 0 051 HOT MIX ASPHALT (TYPE A)(FOR NIGHT TIME TON 17.3500 2,255.50 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 052 TACK COAT TON 1,326.0000 663.00 0.000 0 053 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 0.000 0 (DEPTH 0.15') 055 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 7.0900 5,459.30 0.000 0 (FOR LESS THAN 15,000 SQYD ADD) 056 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.6900 531.30 0.000 0 (FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 057 UNDERGROUND INFRASTRUCTURE DOCUMENTATION LF 0.9000 49,230.00 0.000 0 058 INSTALL VAULT (TYPE 1) EA 2,652.0000 79,560.00 17.000 45,084.00 31.000 82,212 059 INSTALL VAULT (TYPE 2) EA 3,182.4000 28,641.60 2.000 6,364.80 7.000 22,276 060 INSTALL VAULT (TYPE 3) EA 2,740.4000 8,221.20 1.000 2,740.40 1.000 2,740 061 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 20.000 6,756.80 39.000 13,175 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 0.000 0 (TYPE 1) 065 INSTALL FIBER OPTIC CABLE (FOR NIGHT LF 0.2900 17,313.00 0.000 0 TIME WORK 7:30 PM TO 6:00 AM ADD) 066 INSTALL SPLICE ENCLOSURE (TYPE 1) EA 1,326.0000 3,978.00 0.000 0 067 SPLICE FIBER OPTIC CABLE 288 STRANDS EA 2,652.0000 7,956.00 0.000 0 (TYPE 1) 068 SPLICE FIBER OPTIC CABLE (FOR NIGHT TIME EA 304.9800 914.94 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 069 INSTALL OBJECT MARKER (TYPE K-2(CA)) EA 70.7500 2,971.50 0.000 0 070 INSTALL FLEXIBLE POST DELINEATOR EA 51.2900 5,129.00 12.000 615.48 12.000 615 NON-REFLECTIVE CLASS 1 071 METALLIC DISK MARKER EA 44.2200 397.98 0.000 0 072 INSTALL GROUND ROD IN PULL VAULT EA 52.0000 2,184.00 20.000 1,040.00 39.000 2,028 073 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 28.5600 38,556.00 810.000 23,133.60 810.000 23,133 (1-2" HDPE)(SOIL) PROGRAM CAS145 PAGE 4 DATE 10/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-504444 TIME 09:15 PM ESTIMATE NO. 003 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 10/20/24 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 10/22/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (1-2" HDPE)(FOR LESS THAN 25,000 FEET ADD) 075 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 4.2200 5,697.00 827.000 3,489.94 827.000 3,489 (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 1,192.000 36,069.92 1,192.000 36,069 METHOD (1-2" HDPE)(SOIL) 079 INSTALL CONDUIT TRENCH IN PAVEMENT LF 2.3200 6,426.40 0.000 0 METHOD (1-2" HDPE)(FOR LESS THAN 25,000 FEET ADD) 080 INSTALL CONDUIT TRENCH IN PAVEMENT LF 4.6400 4,732.80 1,192.000 5,530.88 1,192.000 5,530 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 1,304.000 15,608.88 1,304.000 15,608 METHOD (1-2" HDPE)(SOIL)(FOR 16-INCHES ADDITIONAL MINIMUM DEPTH ADD) 083 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 69.7300 780,976.00 7,792.000 543,336.16 12,147.000 847,010 DRILLING METHOD (1-2" HDPE)(SOIL) 084 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 97.4700 234,902.70 462.000 45,031.14 2,867.000 279,446 DRILLING METHOD (1-2" HDPE)(ROCK 1) 085 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 146.1300 1,622,043.00 3,549.000 518,615.37 13,782.000 2,013,963 DRILLING METHOD (1-2" HDPE)(ROCK 2) 086 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 3.8100 94,145.10 16,993.000 64,743 DRILLING METHOD (1-2" HDPE)(FOR LESS THAN 25,000 FEET ADD) 087 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 11.7700 290,836.70 10,401.000 122,419.77 27,394.000 322,427 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 48.000 6,855.84 48.000 6,855 1)(OVERHANG) 089 CONDUIT ON STRUCTURE (1-2" TYPE LF 142.8300 3,642,165.00 2,106.000 300,799.98 2,106.000 300,799 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 0.000 0 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 2.000 374.40 2.000 374 095 CONDUIT EXPANSION-DEFLECTION FITTING (2" EA 187.2000 4,867.20 61.000 11,419.20 61.000 11,419 TYPE 1) PROGRAM CAS145 PAGE 5 DATE 10/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-504444 TIME 09:15 PM ESTIMATE NO. 003 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 10/20/24 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 10/22/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 3,692.00 1.000 3,692 NEMA 4X SST) 100 PULL BOX MOUNTED ON STRUCTURE (12X12X60 EA 2,371.2000 49,795.20 1.000 2,371.20 1.000 2,371 NEMA 4X SST) PROGRAM CAS145 PAGE 6 DATE 10/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-504444 TIME 09:15 PM ESTIMATE NO. 003 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 10/20/24 R.E. NAME: GURFINKEL, VLADIMIR DATE OF THIS ESTIMATE 10/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,324,768.46 5,435,282.85 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,324,768.46 5,435,282.85 101 MOBILIZATION LS 491,166.6700 491,166.67 0.050 24,558.33 1.000 491,166 ORIGINAL CONTRACT AMOUNT 10,913,901.19 TOTAL WORK COMPLETED 2,349,326.79 5,926,449.52 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 2,349,326.79 5,926,449.52 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 12/31/24 52 1 0 0 70% 52% PROGRESS IS SATISFACTORY GURFINKEL, VLADIMIR RESIDENT ENGINEER