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 06/18/25 EST. NO. 002 TIME 10:53 AM R.E. NAME: WARE, ELIZABETH 12-0V0004 --------------------------------------------------------------------------- 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 0001 46,656.44 E.W. @ F.A.(+) 050525 N 2.1 0002 1,495.60 050525 N 2.2 0003 14.26 050525 N 2.3 48,166.30 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 48,166.30 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 06/18/25 EST. NO. 002 TIME 10:53 AM R.E. NAME: WARE, ELIZABETH 12-0V0004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0V0004 TIME 10:53 AM ESTIMATE NO. 002 BID OPENING 02/19/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: WARE, ELIZABETH DATE OF THIS ESTIMATE 06/18/25 LOCATION PROGRESS ESTIMATE 12-ORA-261-3.5/6.2 ----------------- CALMEX ENGINEERING, INC. ORANGE COUNTY IN IRVINE AND ORANGE FROM 2750 S. LILAC AVE 0.6 MILE NORTH OF PORTOLA PARKWAY BLOOMINGTON CA 92316 OVERCROSSING TO JUNCTION ROUTE 241 FED. AID NO. N O N E COLD PLANE AND OVERLAY WITH RUBBERIZED HOT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,120.0000 4,120.00 1.000 4,120 002 TIME-RELATED OVERHEAD (WDAY) WDAY 1,390.0000 97,300.00 20.000 27,800.00 45.000 62,550 003 CONSTRUCTION AREA SIGNS LS 12,880.0000 12,880.00 0.750 9,660 004 TRAFFIC CONTROL SYSTEM LS 308,000.0000 308,000.00 0.200 61,600.00 0.900 277,200 005 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 1.1500 3,427.00 2,980.000 3,427 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2600 30,680.00 118,000.000 30,680.00 236,000.000 61,360 007 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 177.0000 24,780.00 40.000 7,080.00 90.000 15,930 SYSTEM 008 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 3,950.0000 3,950.00 1.000 3,950 009 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 5,290.0000 15,870.00 1.680 8,887.20 2.750 14,547 010 JOB SITE MANAGEMENT LS 14,800.0000 14,800.00 0.200 2,960.00 0.900 13,320 011 WATER POLLUTION CONTROL PROGRAM LS 15,000.0000 15,000.00 0.200 3,000.00 0.900 13,500 012 SHOULDER BACKING TON 47.0000 51,700.00 717.790 33,736 013 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 138.0000 1,656,000.00 11,615.500 1,602,939 014 TACK COAT TON 1,240.0000 49,600.00 12.590 15,611.60 52.590 65,211 015 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.5000 144,900.00 39,734.000 139,069 016 ADJUST PULLBOX TO GRADE EA 1,200.0000 18,000.00 15.000 18,000 017 REMOVE PAVEMENT MARKER EA 1.1000 2,145.00 1,950.000 2,145 018 GUARD RAILING DELINEATOR EA 32.0000 2,784.00 0.000 0 019 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.5000 8,775.00 1,963.000 8,833.50 1,963.000 8,833 020 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 2,375.00 0.000 0 (0.063"-UNFRAMED) 021 ROADSIDE SIGN - ONE POST EA 942.0000 4,710.00 0.000 0 022 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 337.0000 337.00 0.000 0 METHOD) PROGRAM CAS145 PAGE 2 DATE 06/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0V0004 TIME 10:53 AM ESTIMATE NO. 002 BID OPENING 02/19/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: WARE, ELIZABETH DATE OF THIS ESTIMATE 06/18/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 337.0000 1,348.00 0.000 0 POST 024 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 5.5000 16,390.00 1,901.000 10,455.50 1,901.000 10,455 WET NIGHT VISIBILITY) 025 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 65,400.00 66,179.000 66,179.00 66,179.000 66,179 (ENHANCED WET NIGHT VISIBILITY) 026 12" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 5,220.00 1,970.000 5,910.00 1,970.000 5,910 (ENHANCED WET NIGHT VISIBILITY) 027 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 21,580.00 114,885.000 29,870.10 114,885.000 29,870 028 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.1500 6,407.00 1,115.000 2,397.25 1,115.000 2,397 029 12" RUMBLE STRIP (ASPHALT CONCRETE STA 98.0000 55,860.00 570.000 55,860.00 570.000 55,860 PAVEMENT) 030 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 2.0000 4,740.00 2,066.000 4,132.00 2,066.000 4,132 (BROKEN 17-7) 031 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 2.0000 82,600.00 43,915.000 87,830.00 43,915.000 87,830 (BROKEN 36-12) 032 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 8.5000 35,105.00 2,892.000 24,582.00 2,892.000 24,582 (WARRANTY) 033 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.0000 1,920.00 128.000 384.00 128.000 384 (WARRANTY) (BROKEN 17-7) 034 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 2.5000 4,725.00 1,957.000 4,892.50 1,957.000 4,892 (WARRANTY) (BROKEN 36-12) 035 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 12.0000 1,800.00 150.000 1,800.00 150.000 1,800 (WARRANTY) 036 MODIFYING TRAFFIC MONITORING STATIONS LS 46,000.0000 46,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 06/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0V0004 TIME 10:53 AM ESTIMATE NO. 002 BID OPENING 02/19/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: WARE, ELIZABETH DATE OF THIS ESTIMATE 06/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 460,744.65 2,643,791.08 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 48,166.30 48,166.30 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 508,910.95 2,691,957.38 037 MOBILIZATION LS 170,000.0000 170,000.00 1.000 170,000 ORIGINAL CONTRACT AMOUNT 2,991,228.00 TOTAL WORK COMPLETED 508,910.95 2,861,957.38 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 508,910.95 2,861,957.38 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 04/04/25 70 04/15/25 04/15/25 07/24/25 37 2 0 0 92% 53% PROGRESS IS SATISFACTORY WARE, ELIZABETH RESIDENT ENGINEER