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 07/30/25 EST. NO. 010 TIME 02:33 PM R.E. NAME: EHIRIM, DOMINIC 08-1N2604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0001 4,269.57 E.W. @ F.A.(+) 062325 N 001 0002 1,170.68 062325 N 002 0003 14,824.18 062325 N 003 20,264.43 TOTAL THIS ESTIMATE 14,918.31 TOTAL PREVIOUS ESTIMATE 35,182.74 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 07/30/25 EST. NO. 010 TIME 02:33 PM R.E. NAME: EHIRIM, DOMINIC 08-1N2604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING OCR 0003 -10,000.00 010 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 07/30/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1N2604 TIME 02:33 PM ESTIMATE NO. 010 BID OPENING 04/25/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/23/25 R.E. NAME: EHIRIM, DOMINIC DATE OF THIS ESTIMATE 07/30/25 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 08-SBD-15-2.2/8.5 ---------------------------------- MCCUEN CONSTRUCTION, INC. SAN BERNARDINO COUNTY IN AND NEAR FONTANA 3269 SWETZER ROAD AT VARIOUS LOCATIONS FROM ROUTE 10 TO LOOMIS CA 95650 ROUTE 210 FED. AID NO. N O N E FURNISH POLYESTER CONC OVERLAY, PLACE POLY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,795.0000 2,795.00 1.000 2,795 002 TIME-RELATED OVERHEAD (WDAY) WDAY 2,444.0000 219,960.00 90.000 219,960 003 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 10,000.00 3.000 6,000 MEETING 004 HOURLY OFF-SITE HR 200.0000 2,000.00 4.000 800 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 005 CONSTRUCTION AREA SIGNS LS 14,000.0000 14,000.00 1.000 14,000 006 TRAFFIC CONTROL SYSTEM LS 380,684.0000 380,684.00 1.000 380,684 007 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 301.1100 27,099.90 90.000 27,099 008 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 100.0000 18,000.00 180.000 18,000 SYSTEM 009 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 3,305.0000 52,880.00 16.000 52,880 010 JOB SITE MANAGEMENT LS 6,750.0000 6,750.00 1.000 6,750 011 WATER POLLUTION CONTROL PROGRAM LS 795.0000 795.00 1.000 795 012 TEMPORARY CONCRETE WASHOUT LS 3,000.0000 3,000.00 1.000 3,000 013 ASBESTOS COMPLIANCE PLAN LS 6,375.0000 6,375.00 1.000 6,375 014 TREATED WOOD WASTE LB 4.0000 4,000.00 1,000.000 4,000.00 1,000.000 4,000 015 GRIND EXISTING BRIDGE DECK SQYD 36.0000 147,852.00 4,107.000 147,852 016 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 2,200.0000 248,600.00 113.000 248,600 R) 017 PAVING NOTCH EXTENSION CF 400.0000 25,200.00 63.000 25,200 018 CLEAN EXPANSION JOINT LF 14.6400 36,848.88 2,350.500 34,411 019 JOINT SEAL (MR 1/2") LF 88.2500 76,954.00 1,281.000 113,048 020 JOINT SEAL (MR 1") LF 113.3500 38,085.60 184.000 20,856 021 JOINT SEAL (MR 1 1/2") LF 138.0500 18,774.80 136.000 18,774 022 BONDED JOINT SEAL (MR 1 1/2") LF 136.3600 171,540.88 1,258.000 171,540 PROGRAM CAS145 PAGE 2 DATE 07/30/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1N2604 TIME 02:33 PM ESTIMATE NO. 010 BID OPENING 04/25/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/23/25 R.E. NAME: EHIRIM, DOMINIC DATE OF THIS ESTIMATE 07/30/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PUBLIC SAFETY PLAN LS 4,895.0000 4,895.00 1.000 4,895 024 RAPID SETTING CONCRETE (PATCH) CF 100.0000 47,900.00 13.000 1,300 025 REMOVE UNSOUND CONCRETE CF 31.6700 15,169.93 13.000 411 026 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.1800 42,979.86 238,777.000 42,979 027 FURNISH POLYESTER CONCRETE OVERLAY CF 88.0800 1,574,341.92 17,874.000 1,574,341 028 PLACE POLYESTER CONCRETE OVERLAY SQFT 3.8500 688,172.10 178,746.000 688,172 (F) 029 TREAT BRIDGE DECK SQFT 1.1700 69,815.07 57,000.000 66,690 (F) 030 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 78.6800 59,167.36 735.000 57,829 031 PAINT BRIDGE IDENTIFICATION EA 250.0000 2,500.00 10.000 2,500 032 REMOVE PAVEMENT MARKER EA 1.0000 540.00 237.000 237 033 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 5,400.00 184.000 1,840 034 REMOVE SIGN EA 125.0000 1,375.00 11.000 1,375 035 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.5000 1,174.50 81.000 1,174 (0.063"-UNFRAMED) 036 ROADSIDE SIGN - ONE POST EA 650.0000 7,150.00 11.000 7,150 037 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 37,750.00 12,188.000 30,470 038 12" TRAFFIC STRIPE TAPE WITH CONTRAST LF 22.0000 10,560.00 424.000 9,328 (WARRANTY) 039 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 8.2500 207,075.00 5,587.000 46,092 (WARRANTY) 040 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 20.0000 4,800.00 300.000 6,000 (WARRANTY) 041 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 800.0000 800.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 042 MODIFYING TRAFFIC MONITORING STATIONS LS 21,000.0000 21,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 07/30/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1N2604 TIME 02:33 PM ESTIMATE NO. 010 BID OPENING 04/25/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/23/25 R.E. NAME: EHIRIM, DOMINIC DATE OF THIS ESTIMATE 07/30/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,000.00 4,066,210.19 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 20,264.43 35,182.74 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 24,264.43 4,101,392.93 043 MOBILIZATION LS 274,000.0000 274,000.00 1.000 274,000 ORIGINAL CONTRACT AMOUNT 4,588,760.80 TOTAL WORK COMPLETED 24,264.43 4,375,392.93 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 14,264.43 4,365,392.93 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 06/18/24 90 08/19/24 08/19/24 06/23/25 88 125 0 0 100% 100% EHIRIM, DOMINIC RESIDENT ENGINEER