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 11/25/25 EST. NO. 005 TIME 10:37 AM R.E. NAME: TROY SCHEIBER 10-1R7004 --------------------------------------------------------------------------- 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 11/25/25 EST. NO. 005 TIME 10:37 AM R.E. NAME: TROY SCHEIBER 10-1R7004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE B2G NOW NON-COMPL -10,000.00 005 MISSING CEM 2402S -10,000.00 005 MISSING OCR-003 -10,000.00 005 -30,000.00 -30,000.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLL -10,000.00 005 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -40,000.00 -40,000.00 PROGRAM CAS145 PAGE 1 DATE 11/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1R7004 TIME 10:37 AM ESTIMATE NO. 005 BID OPENING 02/27/25 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: TROY SCHEIBER DATE OF THIS ESTIMATE 11/25/25 LOCATION PROGRESS ESTIMATE 10-SJ-5-0.3/3.5 ----------------- MYERS & SONS CONSTRUCTION, LLC SAN JOAQUIN COUNTY NEAR LATHORP AT VARIOUS 45 MORRISON AVE LOCATIONS FROM GAFFERY ROAD OVERCROSSING SACRAMENTO CA 95838 TO ROUTE 5/132 SEPARATION FED. AID NO. N O N E REPLACE JOINT SEAL AND PLACE POLYESTER CON ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,800.0000 1,800.00 1.000 1,800 002 TIME-RELATED OVERHEAD (WDAY) WDAY 1,375.0000 123,750.00 26.000 35,750.00 90.000 123,750 003 CONSTRUCTION AREA SIGNS LS 8,300.0000 8,300.00 0.200 1,660.00 1.000 8,300 004 TRAFFIC CONTROL SYSTEM LS 190,000.0000 190,000.00 0.200 38,000.00 1.000 190,000 005 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,000.0000 20,000.00 0.200 4,000.00 1.000 20,000 006 JOB SITE MANAGEMENT LS 9,535.0000 9,535.00 0.200 1,907.00 1.000 9,535 007 WATER POLLUTION CONTROL PROGRAM LS 1,250.0000 1,250.00 0.230 287.50 1.000 1,250 008 STREET SWEEPING LS 3,000.0000 3,000.00 0.200 600.00 1.000 3,000 009 TEMPORARY CONCRETE WASHOUT LS 2,000.0000 2,000.00 1.000 2,000 010 ASBESTOS COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 011 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 10.0000 20,200.00 842.000 8,420.00 2,862.000 28,620 STRIPE (HAZARDOUS WASTE) 012 SURVEYING, SAMPLING AND ANALYSIS OF LS 14,000.0000 14,000.00 0.500 7,000.00 1.000 14,000 ASBESTOS-CONTAINING CONSTRUCTION MATERIALS IN BRIDGES 013 HOT MIX ASPHALT (TYPE A) TON 470.0000 145,700.00 100.000 47,000.00 393.000 184,710 014 TACK COAT TON 100.0000 120.00 0.600 60.00 1.200 120 015 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 45,100.00 4,270.000 42,700 016 GRIND EXISTING BRIDGE DECK SQYD 22.0000 51,590.00 2,345.000 51,590 017 AGGREGATE BASE (APPROACH SLAB) CY 280.0000 1,960.00 7.000 1,960 018 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 2,265.0000 158,550.00 6.400 14,496.00 76.400 173,046 R) 019 PAVING NOTCH EXTENSION CF 300.0000 11,100.00 43.200 12,960 020 CLEAN EXPANSION JOINT LF 50.0000 53,050.00 1,061.000 53,050 021 JOINT SEAL (MR 1") LF 118.0000 38,940.00 330.000 38,940 PROGRAM CAS145 PAGE 2 DATE 11/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1R7004 TIME 10:37 AM ESTIMATE NO. 005 BID OPENING 02/27/25 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: TROY SCHEIBER DATE OF THIS ESTIMATE 11/25/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 JOINT SEAL (MR 1 1/2") LF 127.0000 28,448.00 224.000 28,448 023 JOINT SEAL (MR 2") LF 145.0000 25,230.00 174.000 25,230 024 JOINT SEAL (TYPE AL) LF 200.0000 14,600.00 73.000 14,600 025 BONDED JOINT SEAL (MR 1") LF 134.0000 28,140.00 210.000 28,140 026 BONDED JOINT SEAL (MR 2") LF 130.0000 13,000.00 100.000 13,000 027 RAPID SETTING CONCRETE (PATCH) CF 113.0000 58,308.00 448.000 50,624 028 REMOVE UNSOUND CONCRETE CF 153.0000 78,948.00 448.000 68,544 029 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.4000 39,328.00 98,320.000 39,328 030 FURNISH POLYESTER CONCRETE OVERLAY CF 80.0000 754,000.00 10,134.000 810,720 031 PLACE POLYESTER CONCRETE OVERLAY SQFT 2.7500 270,380.00 98,320.000 270,380 (F) 032 REMOVE PAVEMENT MARKER EA 8.0000 1,840.00 230.000 1,840 033 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 2,300.00 22.000 220.00 230.000 2,300 034 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 8,240.00 137.000 274.00 4,455.000 8,910 (ENHANCED WET NIGHT VISIBILITY) 035 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 6,060.00 1,476.000 2,214.00 5,516.000 8,274 036 12" RUMBLE STRIP (ASPHALT CONCRETE STA 580.0000 10,440.00 18.000 10,440 PAVEMENT) 037 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 6.0000 6,600.00 1,100.000 6,600 (BROKEN 36-12) 038 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 16.0000 49,120.00 3,070.000 49,120 (WARRANTY) 039 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 8.0000 24,640.00 240.000 1,920.00 3,084.000 24,672 (WARRANTY) (BROKEN 36-12) 040 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,000.0000 3,000.00 1.000 3,000 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 3 DATE 11/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1R7004 TIME 10:37 AM ESTIMATE NO. 005 BID OPENING 02/27/25 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: TROY SCHEIBER DATE OF THIS ESTIMATE 11/25/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 163,808.50 2,427,501.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 163,808.50 2,427,501.00 041 MOBILIZATION LS 245,000.0000 245,000.00 1.000 245,000 ORIGINAL CONTRACT AMOUNT 2,569,567.00 TOTAL WORK COMPLETED 163,808.50 2,672,501.00 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -40,000.00 -40,000.00 TOTAL 123,808.50 2,632,501.00 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 04/18/25 90 07/14/25 11/19/25 11/14/25 90 4 0 0 99% 100% PROGRESS IS SATISFACTORY TROY SCHEIBER RESIDENT ENGINEER