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 01/21/26 EST. NO. 002 TIME 12:31 PM R.E. NAME: JOSE G. SILLAS 11-2N2304 --------------------------------------------------------------------------- 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 01/21/26 EST. NO. 002 TIME 12:31 PM R.E. NAME: JOSE G. SILLAS 11-2N2304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MICRO-SURFACING DEFI -90,142.41 002 -90,142.41 -90,142.41 TOTAL DEDUCTIONS -90,142.41 -90,142.41 PROGRAM CAS145 PAGE 1 DATE 01/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2N2304 TIME 12:31 PM ESTIMATE NO. 002 BID OPENING 04/03/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/26 R.E. NAME: JOSE G. SILLAS DATE OF THIS ESTIMATE 01/21/26 LOCATION PROGRESS ESTIMATE 11-IMP-86-4.5/L8.5 ----------------- 11-IMP-86-20.4/R21.9 PAVEMENT COATINGS CO. IMPERIAL COUNTY IN AND NEAR EL CENTRO AND 10240 SAN SEVAINE WAY BRAWLEY FROM MCCABE ROAD TO IMPERIAL JURUPA VALLEY CA 91752 AVENUE AND FROM I STREET TO 0.3 MILE NORTH OF NEW RIVER BRIDGE FED. AID NO. N O N E MICRO-SURFACING, PAVEMENT MARKING, RUMBLE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,200.0000 1,200.00 0.000 0 002 TIME-RELATED OVERHEAD (WDAY) WDAY 780.0000 46,800.00 11.000 8,580.00 37.000 28,860 003 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.074 3,700.00 0.647 32,350 004 TRAFFIC CONTROL SYSTEM LS 333,000.0000 333,000.00 0.184 61,272.00 0.617 205,461 005 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,711.5000 102,690.00 16.000 27,384.00 29.000 49,633 006 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 68.2500 4,095.00 0.000 0 SYSTEM 007 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 4,095.0000 32,760.00 1.473 6,031.94 4.933 20,200 008 JOB SITE MANAGEMENT LS 17,000.0000 17,000.00 0.184 3,128.00 0.617 10,489 009 WATER POLLUTION CONTROL PROGRAM LS 1,350.0000 1,350.00 0.000 0 010 MANAGE SOLID WASTE GENERATED BY THE HR 270.4700 6,491.28 0.000 0 PUBLIC 011 TREATED WOOD WASTE LB 5.1000 1,581.00 0.000 0 012 SHOULDER BACKING TON 257.0000 61,680.00 240.000 61,680 013 ASPHALTIC EMULSION (FOG SEAL COAT) TON 10,000.0000 10,000.00 0.000 0 014 MICRO-SURFACING TON 262.0000 995,600.00 1,376.220 360,569.64 3,598.220 942,733 015 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.1000 18,156.00 0.000 0 016 REMOVE ROADSIDE SIGN MOUNTED ON MAST ARM EA 408.0000 408.00 0.000 0 017 REMOVE ROADSIDE SIGN EA 255.0000 765.00 0.000 0 018 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.3000 2,601.00 0.000 0 (0.063"-UNFRAMED) 019 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 30.6000 1,866.60 0.000 0 (0.063"-FRAMED) 020 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 32.6400 4,569.60 0.000 0 (0.080"-FRAMED) 021 ROADSIDE SIGN - ONE POST EA 408.0000 2,040.00 0.000 0 022 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 510.0000 510.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 01/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2N2304 TIME 12:31 PM ESTIMATE NO. 002 BID OPENING 04/03/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/26 R.E. NAME: JOSE G. SILLAS DATE OF THIS ESTIMATE 01/21/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 229.5000 5,737.50 0.000 0 POST 024 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 4.5900 119,799.00 8,963.630 41,143.06 8,963.630 41,143 WET NIGHT VISIBILITY) 025 PREFORMED THERMOPLASTIC PAVEMENT MARKING SQFT 51.0000 6,630.00 0.000 0 026 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5100 13,311.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 027 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5100 13,566.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 028 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0600 85,118.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 029 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5100 918.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 030 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5300 13,770.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 031 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5300 275.40 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 032 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.9700 39,203.00 6,416.000 12,639 033 6" RUMBLE STRIP (ASPHALT CONCRETE STA 145.0000 13,775.00 58.230 8,443.35 58.230 8,443 PAVEMENT) 034 12" RUMBLE STRIP (ASPHALT CONCRETE STA 100.0000 14,000.00 106.140 10,614.00 106.140 10,614 PAVEMENT) 035 CONTRAST STRIPE PAINT (2-COAT) LF 0.4500 11,970.00 0.000 0 036 REMOVE TRAFFIC STRIPE LF 0.3800 54,720.00 108,723.000 41,314 037 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 038 ROADSIDE SIGN - TWO POST EA 612.0000 612.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 01/21/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2N2304 TIME 12:31 PM ESTIMATE NO. 002 BID OPENING 04/03/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/26 R.E. NAME: JOSE G. SILLAS DATE OF THIS ESTIMATE 01/21/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 530,865.99 1,465,562.45 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 530,865.99 1,465,562.45 039 MOBILIZATION LS 110,000.0000 110,000.00 0.050 5,500.00 1.000 110,000 ORIGINAL CONTRACT AMOUNT 2,198,568.38 TOTAL WORK COMPLETED 536,365.99 1,575,562.45 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -90,142.41 -90,142.41 TOTAL 446,223.58 1,485,420.04 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 06/09/25 60 07/09/25 07/09/25 04/25/26 37 8 0 0 72% 62% PROGRESS IS SATISFACTORY *** SUSPENDED ON 07/09/25. JOSE G. SILLAS RESIDENT ENGINEER