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 09/03/25 EST. NO. 017 TIME 10:53 AM R.E. NAME: VERGARA,JOAHNNA 07-357004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0003 7,547.41 E.W. @ F.A.(+) 061125 N 0021.0 0004 758.10 061925 N 0029.0 0005 523.75 072425 N 0030.0 0006 5,049.37 081225 N 0031.0 0007 1,640.74 081325 N 0032.0 002 0013 4,048.14 E.W. @ F.A.(+) 061625 N 0023.0 0014 6,284.20 061725 N 0025.0 0015 3,657.38 061825 N 0026.0 0017 1,035.12 062425 N 0028.0 008 0003 5,656.08 E.W. @ F.A.(+) 061325 N 0022.0 0004 4,251.85 061625 N 0024.0 40,452.14 TOTAL THIS ESTIMATE 97,990.67 TOTAL PREVIOUS ESTIMATE 138,442.81 TOTAL TO DATE 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 09/03/25 EST. NO. 017 TIME 10:53 AM R.E. NAME: VERGARA,JOAHNNA 07-357004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CPM UPDATES -23,263.05 008 MISSING CPM UPDATES -46,000.00 009 MISSING CPM UPDATES 23,263.05 010 MISSING CPM UPDATES 46,000.00 010 PERF FAILURE -28,405.55 012 PERF FAILURE 28,405.55 014 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 09/03/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-357004 TIME 10:53 AM ESTIMATE NO. 017 BID OPENING 01/17/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: VERGARA,JOAHNNA DATE OF THIS ESTIMATE 09/03/25 LOCATION SUPPLEMENTAL PROGRESS ESTIMATE 07-LA-105-R4.3/R5.0 ------------------------------ POLO ENGINEERING, INC. LOS ANGELES COUNTY IN INGLEWOOD AND 30758 SLOAN CANYON RD HAWTHORNE FROM 0.1 MILE EAST OF YUKON CASTAIC, CA 91384 AVENUE UNDER CROSSING TO 0.3 MILE EAST OF CRENSHAW BOULEVARD UNDERCROSSING FED. AID NO. HSIM-1053(993)E MODIFYING RAMP METERING SYSTEMS. ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,500.0000 5,500.00 1.000 5,500 002 TIME-RELATED OVERHEAD (WDAY) WDAY 875.0000 210,000.00 232.000 203,000 003 CONSTRUCTION AREA SIGNS LS 9,225.0000 9,225.00 0.250 2,306.25 1.000 9,225 004 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.970 145,500 005 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 950.0000 61,750.00 22.000 20,900 006 PORTABLE RADAR SPEED FEEDBACK SIGN EA 85.0000 17,850.00 0.000 0 SYSTEM DAY 007 JOB SITE MANAGEMENT LS 45,500.0000 45,500.00 0.970 44,135 008 WATER POLLUTION CONTROL PROGRAM LS 4,500.0000 4,500.00 1.000 4,500 009 TEMPORARY DRAINAGE INLET PROTECTION EA 90.0000 1,710.00 20.000 1,800 010 TEMPORARY CONCRETE WASHOUT LS 7,500.0000 7,500.00 0.250 1,875.00 1.000 7,500 011 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 3.5000 22,435.00 1,077.000 3,769 STRIPE (HAZARDOUS WASTE) 012 TREATED WOOD WASTE LB 0.1800 3,798.00 15,220.000 2,739 013 REMOVE CONCRETE (CY) CY 2,200.0000 1,980.00 0.900 1,980 014 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 1,500.0000 16,500.00 7.700 11,550.00 11.000 16,500 015 ROADWAY EXCAVATION CY 250.0000 16,750.00 64.700 16,175 016 ROCK BLANKET SQFT 58.0000 9,280.00 160.000 9,280.00 160.000 9,280 017 HIGH FRICTION SURFACE TREATMENT SQYD 37.2500 163,900.00 4,383.000 163,266 018 HOT MIX ASPHALT (TYPE A) TON 550.0000 17,600.00 33.800 18,590 019 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 16.0000 7,520.00 525.240 8,403 020 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 16.0000 6,560.00 372.470 5,959 021 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 16.0000 9,760.00 632.670 10,122 022 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 275.0000 16,500.00 59.400 16,335 AREA) PROGRAM CAS145 PAGE 2 DATE 09/03/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-357004 TIME 10:53 AM ESTIMATE NO. 017 BID OPENING 01/17/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: VERGARA,JOAHNNA DATE OF THIS ESTIMATE 09/03/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE ASPHALT CONCRETE DIKE LF 8.7500 13,125.00 1,540.290 13,477 024 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,314.0000 4,639.60 0.050 165.70 1.400 4,639 (F) 025 MINOR CONCRETE (MINOR STRUCTURE) CY 3,800.0000 122,740.00 32.300 122,740 (F) 026 REMOVE ASPHALT CONCRETE SURFACING SQFT 10.2500 4,100.00 398.600 4,085 027 REMOVE PIPE (LF) LF 150.0000 600.00 4.000 600 028 DETECTABLE WARNING SURFACE SQFT 155.0000 4,340.00 28.000 4,340.00 28.000 4,340 029 MINOR CONCRETE (MISCELLANEOUS CY 1,115.0000 7,805.00 6.700 7,470.50 7.000 7,805 CONSTRUCTION) (RAPID STRENGTH CONCRETE) 030 MINOR CONCRETE RAPID SETTING (CURB AND CY 2,500.0000 10,000.00 2.100 5,250.00 4.000 10,000 GUTTER) 031 MINOR CONCRETE (CURB RAMP) (FAST SETTING CY 1,975.0000 8,295.00 1.200 2,370.00 4.200 8,295 CONCRETE) 032 REMOVE CONCRETE (CURB AND GUTTER) LF 60.0000 10,200.00 42.700 2,562.00 170.000 10,200 033 MISCELLANEOUS IRON AND STEEL LB 70.0000 22,820.00 26.000 1,820.00 326.000 22,820 (F) 034 REMOVE PAVEMENT MARKER EA 8.5000 3,995.00 77.000 654 035 GUARD RAILING DELINEATOR EA 65.0000 11,700.00 37.000 2,405.00 164.000 10,660 036 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.7500 7,962.50 90.000 787.50 90.000 787 037 REMOVE ROADSIDE SIGN (WOOD POST) EA 210.0000 11,550.00 53.000 11,130 038 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 175.0000 2,625.00 13.000 2,275 BRACKET METHOD) 039 REMOVE ROADSIDE SIGN PANEL EA 750.0000 1,500.00 2.000 1,500 040 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 4,840.00 399.350 4,392 (0.063"-UNFRAMED) 041 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.5000 5,865.00 505.200 5,809 (0.080"-UNFRAMED) 042 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 324.00 35.000 630 (0.063"-FRAMED) 043 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 4,750.00 265.400 5,042 (0.080"-FRAMED) 044 ROADSIDE SIGN - ONE POST EA 475.0000 21,375.00 44.000 20,900 045 ROADSIDE SIGN - TWO POST EA 1,050.0000 8,400.00 9.000 9,450 046 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 250.0000 8,000.00 26.000 6,500 METHOD) 047 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 350.0000 700.00 2.000 700 POST 048 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 45.4200 74,488.80 1,500.000 68,130 049 VEGETATION CONTROL (MINOR CONCRETE) SQYD 60.0000 63,000.00 578.400 34,704.00 1,050.000 63,000 PROGRAM CAS145 PAGE 3 DATE 09/03/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-357004 TIME 10:53 AM ESTIMATE NO. 017 BID OPENING 01/17/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: VERGARA,JOAHNNA DATE OF THIS ESTIMATE 09/03/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 TRANSITION RAILING (TYPE WB-31) EA 5,239.0000 15,717.00 3.000 15,717 051 END CAP (TYPE A) EA 3,565.0000 3,565.00 2.000 7,130 052 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 4,870.0000 29,220.00 5.000 24,350 053 ALTERNATIVE CRASH CUSHION TL-2 EA 22,100.0000 44,200.00 3.000 66,300 054 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 5,850.0000 11,700.00 1.000 5,850 055 ALTERNATIVE IN-LINE TERMINAL TL-2 EA 5,850.0000 35,100.00 6.000 35,100 056 REMOVE GUARDRAIL LF 7.4700 11,653.20 1,476.800 11,031 057 PREFORMED THERMOPLASTIC PAVEMENT MARKING SQFT 11.0000 38,940.00 1,705.000 18,755.00 1,705.000 18,755 058 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.6500 27,825.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 059 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.3300 14,098.00 2,350.000 3,125 060 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.3500 5,334.50 742.000 1,743.70 1,354.200 3,182 061 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 4.0000 11,400.00 0.000 0 (BROKEN 17-7) 062 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 45,200.0000 45,200.00 0.970 43,844 SYSTEM ELEMENTS DURING CONSTRUCTION 063 MODIFYING CAMERA SYSTEMS LS 98,420.0000 98,420.00 1.000 98,420 064 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 55,250.0000 55,250.00 0.300 16,575.00 0.300 16,575 065 MODIFYING RAMP METERING SYSTEMS LS 263,300.0000 263,300.00 0.040 10,532.00 0.850 223,805 066 MODIFYING CHANGEABLE MESSAGE SIGN LS 190,200.0000 190,200.00 1.000 190,200 SYSTEMS 067 MODIFYING FIBER OPTIC CONDUIT AND CABLE LS 48,350.0000 48,350.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 09/03/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-357004 TIME 10:53 AM ESTIMATE NO. 017 BID OPENING 01/17/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: VERGARA,JOAHNNA DATE OF THIS ESTIMATE 09/03/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 134,491.65 1,899,132.54 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 40,452.14 138,442.81 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 174,943.79 2,037,575.35 068 MOBILIZATION LS 203,100.0000 203,100.00 1.000 203,100 ORIGINAL CONTRACT AMOUNT 2,398,430.60 TOTAL WORK COMPLETED 174,943.79 2,240,675.35 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 174,943.79 2,240,675.35 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 03/07/24 240 03/22/24 03/22/24 08/13/25 232 98 0 0 88% 97% PROGRESS IS SATISFACTORY VERGARA,JOAHNNA RESIDENT ENGINEER