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 12/22/25 EST. NO. 005 TIME 11:20 AM R.E. NAME: JOSE G. SILLAS 11-2N1784 --------------------------------------------------------------------------- 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 12/22/25 EST. NO. 005 TIME 11:20 AM R.E. NAME: JOSE G. SILLAS 11-2N1784 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MICRO-SURFACING DEFS -287,197.50 004 0.00 -287,197.50 TOTAL DEDUCTIONS 0.00 -287,197.50 PROGRAM CAS145 PAGE 1 DATE 12/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2N1784 TIME 11:20 AM ESTIMATE NO. 005 BID OPENING 05/01/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/25 R.E. NAME: JOSE G. SILLAS DATE OF THIS ESTIMATE 12/22/25 LOCATION PROGRESS ESTIMATE 11-IMP-8-R0.0/R10.3 ----------------- INTERMOUNTAIN SLURRY SEAL, IMPERIAL COUNTY FROM IMPERIAL COUNTY LINE INC. (R0.0R) TO 98/8 FLYOVER (R10.3) AND 98/8 1120 TERMINAL WAY INTERCHANGE RENO NV 89502 FED. AID NO. N O N E MICRO-SURFACING, COLD PLANE AC PAVEMENT, P ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 002 TIME-RELATED OVERHEAD (WDAY) WDAY 500.0000 30,000.00 57.000 28,500 003 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.220 6,600.00 1.000 30,000 004 TRAFFIC CONTROL SYSTEM LS 1,000,000.0000 1,000,000.00 0.050 50,000.00 1.000 1,000,000 005 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,000.0000 60,000.00 7.000 7,000.00 55.000 55,000 006 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 250.0000 15,000.00 12.000 3,000.00 60.000 15,000 SYSTEM 007 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 10,000.0000 40,000.00 3.734 37,340 008 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 0.049 490.00 1.000 10,000 009 WATER POLLUTION CONTROL PROGRAM LS 10,000.0000 10,000.00 0.750 7,500 010 MANAGE SOLID WASTE GENERATED BY THE HR 300.0000 8,400.00 8.000 2,400 PUBLIC 011 TREATED WOOD WASTE LB 4.0000 6,240.00 0.000 0 012 SHOULDER BACKING TON 95.0000 272,650.00 1,072.830 101,918 013 ASPHALTIC EMULSION (FOG SEAL COAT) TON 600.0000 6,600.00 0.000 0 014 MICRO-SURFACING TON 100.0000 664,000.00 5,743.950 574,395 015 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 016 HOT MIX ASPHALT (TYPE A) TON 300.0000 777,000.00 2,860.300 858,090 017 TACK COAT TON 600.0000 5,400.00 3.100 1,860 018 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 11.0000 205,700.00 22,879.380 251,673 019 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 32,650.00 6,530.000 32,650.00 6,530.000 32,650 020 PAVEMENT MARKER EA 20.0000 55,200.00 2,760.000 55,200.00 2,760.000 55,200 (RETROREFLECTIVE-RECESSED) 021 REMOVE ROADSIDE SIGN EA 350.0000 2,800.00 8.000 2,800.00 8.000 2,800 022 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 45.0000 31,050.00 690.000 31,050.00 690.000 31,050 PROGRAM CAS145 PAGE 2 DATE 12/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2N1784 TIME 11:20 AM ESTIMATE NO. 005 BID OPENING 05/01/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/25 R.E. NAME: JOSE G. SILLAS DATE OF THIS ESTIMATE 12/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 90.00 6.000 90.00 6.000 90 (0.063"-UNFRAMED) 024 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 6,240.00 390.000 6,240.00 390.000 6,240 (0.080"-UNFRAMED) 025 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 32.0000 2,304.00 72.000 2,304.00 72.000 2,304 (0.063"-FRAMED) 026 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 35.0000 735.00 21.000 735.00 21.000 735 (0.080"-FRAMED) 027 ROADSIDE SIGN - ONE POST EA 600.0000 600.00 1.000 600.00 1.000 600 028 ROADSIDE SIGN - TWO POST EA 2,000.0000 6,000.00 2.000 4,000.00 2.000 4,000 029 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 425.0000 11,475.00 27.000 11,475.00 27.000 11,475 POST 030 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 11,000.0000 55,000.00 5.000 55,000.00 5.000 55,000 BOX POST) 031 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 6.5000 15,795.00 2,430.000 15,795.00 2,430.000 15,795 WET NIGHT VISIBILITY) 032 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4100 215,730.00 137,700.000 194,157.00 137,700.000 194,157 (ENHANCED WET NIGHT VISIBILITY) 033 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.4000 5,040.00 2,100.000 5,040.00 2,100.000 5,040 (ENHANCED WET NIGHT VISIBILITY) 034 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 5,350.00 1,009.000 5,045 035 6" RUMBLE STRIP (ASPHALT CONCRETE STA 70.0000 77,000.00 1,060.020 74,201 PAVEMENT) 036 12" RUMBLE STRIP (ASPHALT CONCRETE STA 80.0000 88,000.00 1,011.620 80,929 PAVEMENT) 037 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 038 6" METHYL METHACRYLATE PAINT TRAFFIC LF 3.0000 194,100.00 58,230.000 174,690.00 58,230.000 174,690 STRIPE 039 8" METHYL METHACRYLATE PAINT TRAFFIC LF 7.0000 8,400.00 1,200.000 8,400.00 1,200.000 8,400 STRIPE 040 6" METHYL METHACRYLATE PAINT TRAFFIC LF 7.0000 3,780.00 168.000 1,176.00 168.000 1,176 STRIPE (RECESSED, BROKEN 17-7) 041 6" METHYL METHACRYLATE PAINT TRAFFIC LF 3.0000 96,000.00 28,800.000 86,400.00 28,800.000 86,400 STRIPE (RECESSED, BROKEN 36-12) 042 CONTRAST STRIPE PAINT (2-COAT) LF 2.5000 10,775.00 4,310.000 10,775.00 4,310.000 10,775 043 REMOVE TRAFFIC STRIPE LF 0.6500 214,500.00 330,000.000 214,500 044 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 4.5000 1,935.00 430.000 1,935.00 430.000 1,935 (WARRANTY) (BROKEN 17-7) 045 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.5000 266,350.00 68,490.000 239,715.00 68,490.000 239,715 (WARRANTY) (BROKEN 36-12) PROGRAM CAS145 PAGE 3 DATE 12/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2N1784 TIME 11:20 AM ESTIMATE NO. 005 BID OPENING 05/01/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/25 R.E. NAME: JOSE G. SILLAS DATE OF THIS ESTIMATE 12/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,007,317.00 4,293,580.03 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,007,317.00 4,293,580.03 046 MOBILIZATION LS 495,000.0000 495,000.00 1.000 495,000 ORIGINAL CONTRACT AMOUNT 5,047,889.00 TOTAL WORK COMPLETED 1,007,317.00 4,788,580.03 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -287,197.50 TOTAL 1,007,317.00 4,501,382.53 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 06/25/25 60 07/16/25 07/16/25 02/05/26 57 51 0 0 97% 95% PROGRESS IS SATISFACTORY JOSE G. SILLAS RESIDENT ENGINEER