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 11/17/25 EST. NO. 004 TIME 03:02 PM R.E. NAME: MAGDY FARID 10-1S6504 --------------------------------------------------------------------------- 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 11/17/25 EST. NO. 004 TIME 03:02 PM R.E. NAME: MAGDY FARID 10-1S6504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM-4401 -10,000.00 004 MISSING CEM-4403 -10,000.00 004 MISSING OCR 0003 -10,000.00 004 -30,000.00 -30,000.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLL -10,000.00 004 -10,000.00 -10,000.00 OVERBID ITEMS OVERBID ITEM NO. 052 -3,559.29 001 OVERBID ITEM NO. 052 -949.14 002 OVERBID ITEM NO. 052 -237.29 003 OVERBID ITEM NO. 052 4,745.72 004 4,745.72 0.00 TOTAL DEDUCTIONS -35,254.28 -40,000.00 PROGRAM CAS145 PAGE 1 DATE 11/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1S6504 TIME 03:02 PM ESTIMATE NO. 004 BID OPENING 04/22/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/14/25 R.E. NAME: MAGDY FARID DATE OF THIS ESTIMATE 11/17/25 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 10-CAL-12-2.9/9.9 ---------------------------------- VSS INTERNATIONAL, INC. CALAVERAS COUNTY AT AND NEAR BURSON AND 3785 CHANNEL DRIVE VALLEY SPRINGS FROM 0.5 MILE EAST OF WEST SACRAMENTO CA 95691 SOUTHWORTH ROAD TO 0.1 MILE WEST OF CHESTNUT STREET FED. AID NO. N O N E PLACE SLURRY SEAL AND PAVEMENT MARKINGS. ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 6,620.0000 6,620.00 1.000 6,620 002 TIME-RELATED OVERHEAD (WDAY) WDAY 2,000.0000 100,000.00 6.000 12,000.00 50.000 100,000 003 CONSTRUCTION AREA SIGNS LS 12,765.2000 12,765.20 0.500 6,382.60 1.000 12,765 004 TRAFFIC CONTROL SYSTEM LS 183,646.2200 183,646.22 0.120 22,037.55 1.000 183,646 005 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,000.0000 18,000.00 7.000 7,000.00 7.000 7,000 006 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 5,400.0000 5,400.00 0.120 648.00 1.000 5,400 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,184.0000 10,184.00 0.120 1,222.08 1.000 10,184 008 JOB SITE MANAGEMENT LS 13,100.0000 13,100.00 0.120 1,572.00 1.000 13,100 009 WATER POLLUTION CONTROL PROGRAM LS 6,620.0000 6,620.00 1.000 6,620 010 TEMPORARY DRAINAGE INLET PROTECTION EA 1,080.0000 5,400.00 2.500 2,700.00 5.000 5,400 011 TREATED WOOD WASTE LB 2.7000 1,566.00 620.000 1,674.00 620.000 1,674 012 SHOULDER BACKING TON 723.6000 10,854.00 18.020 13,039 013 CLASS 2 AGGREGATE BASE (CY) CY 540.0000 594.00 1.250 675 014 SLURRY SEAL TON 170.0000 317,900.00 95.000 16,150.00 1,965.000 334,050 015 HOT MIX ASPHALT (TYPE A) TON 729.0000 14,580.00 20.000 14,580 016 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 64.8000 18,144.00 288.000 18,662 017 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 32.4000 4,212.00 130.000 4,212 AREA) 018 TACK COAT TON 1,080.0000 216.00 0.200 216 019 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 1,501.2000 16,513.20 11.000 16,513 020 REMOVE ASPHALT CONCRETE DIKE LF 49.6800 12,916.80 260.000 12,916 021 REMOVE ASPHALT CONCRETE SURFACING SQFT 135.0000 1,485.00 11.000 1,485 022 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 756.0000 3,024.00 4.000 3,024 PROGRAM CAS145 PAGE 2 DATE 11/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1S6504 TIME 03:02 PM ESTIMATE NO. 004 BID OPENING 04/22/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/14/25 R.E. NAME: MAGDY FARID DATE OF THIS ESTIMATE 11/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ROCK SLOPE PROTECTION (150 LB, CLASS CY 972.0000 7,776.00 -0.380 -369.36 9.920 9,642 III, METHOD B) (CY) 024 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 64.8000 1,944.00 5.700 369.36 35.700 2,313 025 MINOR CONCRETE (MISCELLANEOUS CY 1,404.0000 6,598.80 4.700 6,598 CONSTRUCTION) 026 REMOVE CONCRETE (CURB AND GUTTER) LF 378.0000 1,474.20 3.900 1,474 027 PRE/POST CONSTRUCTION SURVEYS EA 5,292.0000 10,584.00 2.000 10,584 028 REMOVE PAVEMENT MARKER EA 1.0800 3,121.20 2,890.000 3,121 029 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0500 11,704.50 2,596.000 10,513.80 2,596.000 10,513 030 REMOVE ROADSIDE SIGN EA 378.0000 3,402.00 9.000 3,402.00 9.000 3,402 031 REMOVE ROADSIDE SIGN PANEL EA 324.0000 1,296.00 4.000 1,296.00 4.000 1,296 032 RELOCATE SIGN PANEL EA 405.0000 2,430.00 6.000 2,430.00 6.000 2,430 033 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 37.8000 604.80 16.000 604.80 16.000 604 (0.063"-UNFRAMED) 034 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 42.1200 1,179.36 28.000 1,179.36 28.000 1,179 (0.063"-FRAMED) 035 ROADSIDE SIGN - ONE POST EA 432.0000 432.00 1.000 432.00 1.000 432 036 ROADSIDE SIGN - TWO POST EA 594.0000 1,782.00 3.000 1,782.00 3.000 1,782 037 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 513.0000 1,026.00 2.000 1,026.00 2.000 1,026 METHOD) 038 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 351.0000 1,053.00 3.000 1,053.00 3.000 1,053 POST 039 INSTALL FRAMED SIGN PANEL EA 486.0000 2,430.00 5.000 2,430.00 5.000 2,430 040 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 5.7500 5,405.00 1,028.000 5,911.00 1,028.000 5,911 WET NIGHT VISIBILITY) 041 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9600 1,161.60 1,410.000 1,353.60 1,410.000 1,353 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 042 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9600 6,777.60 7,158.000 6,871.68 7,158.000 6,871 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 043 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8900 125,490.00 138,191.000 122,989.99 138,191.000 122,989 (ENHANCED WET NIGHT VISIBILITY) 044 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9600 806.40 855.000 820.80 855.000 820 (ENHANCED WET NIGHT VISIBILITY) 045 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 0.9600 950.40 1,112.000 1,067.52 1,112.000 1,067 MARKING (ENHANCED WET NIGHT VISIBILITY) 046 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 45,760.00 143,000.000 45,760 047 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.8600 5,880.60 1,210.000 5,880 048 6" RUMBLE STRIP (ASPHALT CONCRETE STA 54.0000 37,800.00 567.000 30,618.00 567.000 30,618 PAVEMENT) PROGRAM CAS145 PAGE 3 DATE 11/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1S6504 TIME 03:02 PM ESTIMATE NO. 004 BID OPENING 04/22/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/14/25 R.E. NAME: MAGDY FARID DATE OF THIS ESTIMATE 11/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 12" RUMBLE STRIP (ASPHALT CONCRETE STA 61.6400 25,272.40 410.000 25,272.40 410.000 25,272 PAVEMENT) 050 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,780.0000 3,780.00 0.120 453.60 1.000 3,780 SYSTEM ELEMENTS DURING CONSTRUCTION 051 MODIFYING TRAFFIC MONITORING STATIONS LS 13,500.0000 13,500.00 1.000 13,500 PROGRAM CAS145 PAGE 4 DATE 11/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1S6504 TIME 03:02 PM ESTIMATE NO. 004 BID OPENING 04/22/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/14/25 R.E. NAME: MAGDY FARID DATE OF THIS ESTIMATE 11/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 292,893.78 1,095,491.44 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 292,893.78 1,095,491.44 052 MOBILIZATION LS 126,957.7200 126,957.72 1.000 126,957 ORIGINAL CONTRACT AMOUNT 1,222,120.00 TOTAL WORK COMPLETED 292,893.78 1,222,449.16 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -35,254.28 -40,000.00 TOTAL 257,639.50 1,182,449.16 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 052 MOBILIZATION 122,212.00 126,957.72 4,745.72 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 06/12/25 50 08/08/25 08/08/25 11/14/25 50 0 0 0 100% 100% MAGDY FARID RESIDENT ENGINEER