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 11/07/25 EST. NO. 013 TIME 08:58 AM R.E. NAME: MCNICOLL, JOSEPH 08-1E3404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0001 9,851.69 E.W. @ F.A.(+) 050825 N 0001.0 004 0002 6,294.92 E.W. @ L.S.(+) 092525 N 0003.0 005 0001 6,730.00 E.W. @ L.S.(+) 091625 N 0004.0 22,876.61 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 22,876.61 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 11/07/25 EST. NO. 013 TIME 08:58 AM R.E. NAME: MCNICOLL, JOSEPH 08-1E3404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 11/07/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1E3404 TIME 08:58 AM ESTIMATE NO. 013 BID OPENING 02/21/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/26/25 R.E. NAME: MCNICOLL, JOSEPH DATE OF THIS ESTIMATE 11/07/25 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 08-RIV-15-15.9/20.3 ---------------------------------------- DIVERSCAPE, INC. DBA RIVERSIDE COUNTY IN WILDOMAR AND LAKE DIVERSIFIED LANDSCAPE CO. ELSINORE FROM 0.4 MILE SOUTH OF BUNDY 21730 BUNDY CANYON ROAD CANYON ROAD TO 0.5 MILE NORTH OF GRUNDER WILDOMAR CA 92595 DRIVE/FRANKLIN STREET FED. AID NO. ACIM-155(172)E BONDED FIBER MATRIX, MINOR STAMPED CONC, R ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 002 TIME-RELATED OVERHEAD (WDAY) WDAY 950.0000 171,000.00 11.000 10,450.00 182.000 172,900 003 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 10,000.00 0.000 0 MEETING 004 HOURLY OFF-SITE HR 200.0000 2,000.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 005 CONSTRUCTION AREA SIGNS LS 20,400.0000 20,400.00 1.000 20,400 006 TRAFFIC CONTROL SYSTEM LS 259,200.0000 259,200.00 0.064 16,588.80 1.000 259,200 007 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 980.0000 176,400.00 4.000 3,920.00 133.000 130,340 008 CHANNELIZER (SURFACE MOUNTED) EA 44.7000 1,609.20 116.000 5,185 009 PORTABLE RADAR SPEED FEEDBACK SIGN EA 52.0000 37,440.00 13.000 676.00 720.000 37,440 SYSTEM DAY 010 TEMPORARY BARRIER SYSTEM LF 45.0000 70,200.00 1,560.000 70,200 011 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 4,000.0000 36,000.00 6.000 24,000 012 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 1,200.0000 4,800.00 4.000 4,800 013 JOB SITE MANAGEMENT LS 25,800.0000 25,800.00 0.064 1,651.20 1.000 25,800 014 STORMWATER POLLUTION PREVENTION PLAN LS 2,240.0000 2,240.00 0.250 560.00 1.000 2,240 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 450.0000 6,750.00 0.000 0 016 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000 017 TEMPORARY SOIL BINDER SQYD 0.5000 2,200.00 4,400.000 2,200 018 TEMPORARY DRAINAGE INLET PROTECTION EA 270.0000 27,000.00 100.000 27,000 019 TEMPORARY FIBER ROLL LF 4.6500 33,759.00 9,880.000 45,942 020 TEMPORARY GRAVEL BAG BERM LF 15.2000 1,520.00 180.000 2,736 021 TEMPORARY CONCRETE WASHOUT LS 7,700.0000 7,700.00 1.000 7,700 022 TREATED WOOD WASTE LB 6.7000 1,876.00 280.000 1,876 PROGRAM CAS145 PAGE 2 DATE 11/07/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1E3404 TIME 08:58 AM ESTIMATE NO. 013 BID OPENING 02/21/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/26/25 R.E. NAME: MCNICOLL, JOSEPH DATE OF THIS ESTIMATE 11/07/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 15.7000 4,710.00 300.000 4,710 024 CLEARING AND GRUBBING (LS) LS 10,000.0000 10,000.00 1.000 10,000 025 ROADWAY EXCAVATION CY 93.3000 163,275.00 1,750.000 163,275 026 DITCH EXCAVATION CY 117.0000 187,200.00 1,600.000 187,200 027 ROADSIDE CLEARING LS 119,700.0000 119,700.00 1.000 119,700 028 ROCK MULCH SQFT 5.8000 374,680.00 64,600.000 374,680 029 ROCK BLANKET SQFT 26.3000 483,920.00 18,400.000 483,920 030 DECOMPOSED GRANITE SQFT 4.5000 86,400.00 19,200.000 86,400 031 8" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 481.0000 10,582.00 22.000 10,582 (F) LINE) 032 BONDED FIBER MATRIX (SQFT) SQFT 0.1300 235,300.00 1,810,000.000 235,300 033 CLASS 2 AGGREGATE BASE (CY) CY 130.0000 39,000.00 300.000 39,000 034 MINOR CONCRETE (MINOR STRUCTURE) CY 1,400.0000 47,600.00 34.000 47,600 (F) 035 DRAINAGE INLET MARKER EA 340.0000 680.00 2.000 680 036 36" CORRUGATED STEEL PIPE RISER (.079" LF 2,160.0000 9,072.00 4.200 9,072 THICK) 037 48" CORRUGATED STEEL PIPE RISER (.079" LF 1,480.0000 35,520.00 24.000 35,520 THICK) 038 REMOVE INLET EA 3,510.0000 10,530.00 3.000 10,530 039 SALVAGE GRATE EA 2,280.0000 2,280.00 1.000 2,280 040 ADJUST INLET EA 1,550.0000 3,100.00 2.000 3,100 041 CONCRETE (DITCH LINING) CY 1,040.0000 197,600.00 190.000 197,600 042 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 440.0000 6,600.00 0.200 88.00 15.000 6,600 METHOD B) (CY) 043 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1,020.0000 43,860.00 43.000 43,860 044 MINOR CONCRETE (CONCRETE MOW STRIP) CY 960.0000 22,080.00 23.000 22,080 045 MINOR CONCRETE (STAMPED CONCRETE) SQFT 14.5000 413,250.00 798.000 11,571.00 30,457.000 441,626 046 MISCELLANEOUS IRON AND STEEL LB 28.5000 73,074.00 2,564.000 73,074 (F) 047 TREATMENT BEST MANAGEMENT PRACTICE EA 340.0000 1,700.00 5.000 1,700 MARKER 048 REMOVE ROADSIDE SIGN EA 280.0000 560.00 2.000 560 049 RELOCATE ROADSIDE SIGN EA 340.0000 340.00 2.000 680 PROGRAM CAS145 PAGE 3 DATE 11/07/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1E3404 TIME 08:58 AM ESTIMATE NO. 013 BID OPENING 02/21/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/26/25 R.E. NAME: MCNICOLL, JOSEPH DATE OF THIS ESTIMATE 11/07/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 28.0000 1,820.00 65.000 1,820 (0.080"-FRAMED) 051 ROADSIDE SIGN - TWO POST EA 920.0000 1,840.00 2.000 1,840 052 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 16,800.0000 16,800.00 1.000 16,800 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 11/07/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1E3404 TIME 08:58 AM ESTIMATE NO. 013 BID OPENING 02/21/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/26/25 R.E. NAME: MCNICOLL, JOSEPH DATE OF THIS ESTIMATE 11/07/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 45,505.00 3,476,748.70 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 22,876.61 22,876.61 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 68,381.61 3,499,625.31 053 MOBILIZATION LS 119,000.0000 119,000.00 1.000 119,000 ORIGINAL CONTRACT AMOUNT 3,624,967.20 TOTAL WORK COMPLETED 68,381.61 3,618,625.31 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 68,381.61 3,618,625.31 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 04/17/24 180 10/07/24 10/07/24 09/26/25 170 85 0 0 100% 100% MCNICOLL, JOSEPH RESIDENT ENGINEER