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 07/23/25 EST. NO. 012 TIME 10:03 AM R.E. NAME: ANWAR, ZUBAIR 10-1H2804 --------------------------------------------------------------------------- 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 07/23/25 EST. NO. 012 TIME 10:03 AM R.E. NAME: ANWAR, ZUBAIR 10-1H2804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE WPCP NON-COMPLIANCE -50,000.00 001 MISSING CEM-4401YR24 -10,000.00 008 B2GNOW NON-COMPL -10,000.00 010 B2GNOW NON-COMPLIANC -10,000.00 011 B2GNOW NONCOMLIANCE -10,000.00 012 EST.10 B2GNOW COMPLN 10,000.00 012 EST.11 B2GNOW COMPLN 10,000.00 012 10,000.00 -70,000.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLL -5,000.00 005 RCVD PAYROLL EST.5 5,000.00 006 0.00 0.00 TOTAL DEDUCTIONS 10,000.00 -70,000.00 PROGRAM CAS145 PAGE 1 DATE 07/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1H2804 TIME 10:03 AM ESTIMATE NO. 012 BID OPENING 10/26/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: ANWAR, ZUBAIR DATE OF THIS ESTIMATE 07/23/25 LOCATION PROGRESS ESTIMATE 10-STA-5-10.7/25.5 ----------------- MYERS AND SONS CONSTRUCTION STANISLAUS COUNTY IN AND NEAR PATTERSON AT LLC VARIOUS LOCATIONS FROM FINK ROAD 45 MORRISON AVE UNDERCROSSING TO KHALSA ROAD UNDERCROSSING SACRAMENTO CA 95838 FED. AID NO. N O N E PLACE POLYESTER CONCRETE SURFACING ON BRID ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 4,000.0000 4,000.00 0.160 640 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,250.0000 471,250.00 19.000 61,750.00 121.000 393,250 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 10,000.00 0.000 0 MEETING 005 HOURLY OFF-SITE HR 200.0000 10,000.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 11,000.0000 11,000.00 0.170 1,870.00 0.917 10,087 007 TRAFFIC CONTROL SYSTEM LS 693,000.0000 693,000.00 0.130 90,090.00 0.836 579,348 008 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 415.0000 62,250.00 19.000 7,885.00 142.000 58,930 009 PORTABLE RADAR SPEED FEEDBACK SIGN EA 200.0000 30,000.00 19.000 3,800.00 131.000 26,200 SYSTEM DAY 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 24,000.0000 24,000.00 0.130 3,120.00 0.836 20,064 011 JOB SITE MANAGEMENT LS 4,577.5000 4,577.50 0.130 595.08 0.836 3,826 012 WATER POLLUTION CONTROL PROGRAM LS 1,500.0000 1,500.00 0.130 195.00 0.930 1,395 013 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 300.00 1.000 300 014 TEMPORARY FIBER ROLL LF 4.0000 30,040.00 6,160.000 24,640 015 STREET SWEEPING LS 25,000.0000 25,000.00 0.130 3,250.00 0.836 20,900 016 TEMPORARY CONCRETE WASHOUT LS 8,000.0000 8,000.00 0.130 1,040.00 0.782 6,256 017 ASBESTOS COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 018 TREATED WOOD WASTE LB 0.2000 29,000.00 83,920.000 16,784.00 83,920.000 16,784 019 STRUCTURE EXCAVATION (TYPE D) CY 200.0000 62,400.00 312.000 62,400 (F) 020 STRUCTURE BACKFILL (BRIDGE) CY 115.0000 35,190.00 306.000 35,190 (F) 021 IMPORTED BORROW (CY) CY 300.0000 72,000.00 0.000 0 022 DRY SEED (SQFT) SQFT 0.1000 6,320.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 07/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1H2804 TIME 10:03 AM ESTIMATE NO. 012 BID OPENING 10/26/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: ANWAR, ZUBAIR DATE OF THIS ESTIMATE 07/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 FIBER ROLLS LF 4.0000 38,720.00 0.000 0 024 COMPOST (CY) CY 118.0000 23,600.00 0.000 0 025 HOT MIX ASPHALT (TYPE A) TON 280.0000 786,800.00 2,647.000 741,160 026 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 5.0000 26,900.00 0.000 0 027 TACK COAT TON 1,500.0000 12,000.00 8.000 12,000 028 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 11.0000 182,600.00 16,600.000 182,600 029 GRIND EXISTING BRIDGE DECK SQYD 34.0000 167,892.00 381.750 12,979 030 TEMPORARY SUPPORT LS 250,000.0000 250,000.00 0.600 150,000.00 0.600 150,000 031 AGGREGATE BASE (APPROACH SLAB) CY 500.0000 22,500.00 16.000 8,000 032 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 2,100.0000 936,600.00 446.000 936,600 R) 033 STRUCTURAL CONCRETE, BRIDGE (REPAIR) CY 2,900.0000 34,800.00 12.000 34,800 (CY) 034 PAVING NOTCH EXTENSION CF 300.0000 64,200.00 205.000 61,500 035 CLEAN EXPANSION JOINT LF 44.0000 58,740.00 124.000 5,456 036 JOINT SEAL (MR 1/2") LF 48.0000 77,808.00 288.000 13,824 037 WELDED WIRE REINFORCEMENT (EPOXY COATED) SQYD 95.0000 7,505.00 79.000 7,505 038 PUBLIC SAFETY PLAN LS 6,000.0000 6,000.00 1.000 6,000 039 RAPID SETTING CONCRETE (PATCH) CF 215.0000 64,070.00 3,275.410 704,213 040 REMOVE UNSOUND CONCRETE CF 235.0000 97,525.00 3,275.410 769,721 041 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.5000 62,459.50 105,932.500 52,966 042 FURNISH POLYESTER CONCRETE OVERLAY CF 100.0000 1,050,600.00 9,766.270 976,627 043 PLACE POLYESTER CONCRETE OVERLAY SQFT 4.0000 455,960.00 95,205.370 380,821 (F) 044 TREAT BRIDGE DECK SQFT 2.0000 21,858.00 10,929.000 21,858 (F) 045 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 70.0000 8,540.00 217.000 15,190 046 GALVANIC ANODES EA 28.0000 10,080.00 281.000 7,868 047 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 215.0000 30,100.00 140.000 30,100 (.079" THICK) 048 18" ENTRANCE TAPER EA 4,000.0000 4,000.00 1.000 4,000 049 18" ANCHOR ASSEMBLY EA 300.0000 3,600.00 12.000 3,600 PROGRAM CAS145 PAGE 3 DATE 07/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1H2804 TIME 10:03 AM ESTIMATE NO. 012 BID OPENING 10/26/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: ANWAR, ZUBAIR DATE OF THIS ESTIMATE 07/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 18" STEEL FLARED END SECTION EA 3,000.0000 3,000.00 1.000 3,000 051 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 600.0000 7,800.00 13.000 7,800 METHOD B) (CY) 052 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 150.0000 1,050.00 7.000 1,050 053 GUARD RAILING DELINEATOR EA 24.0000 8,640.00 47.000 1,128.00 289.000 6,936 054 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 4,200.00 0.000 0 055 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 35.0000 142,450.00 1,250.000 43,750.00 1,900.000 66,500 056 VEGETATION CONTROL (MINOR CONCRETE) SQYD 80.0000 742,400.00 0.000 0 057 DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL LF 58.5000 261,495.00 12.000 702.00 4,649.000 271,966 POST) 058 TRANSITION RAILING (TYPE WB-31) EA 4,850.0000 189,150.00 8.000 38,800.00 28.000 135,800 059 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 3,700.0000 74,000.00 7.000 25,900.00 9.000 33,300 060 ALTERNATIVE CRASH CUSHION TL-3 EA 33,190.0000 597,420.00 18.000 597,420 061 CONCRETE BARRIER TRANSITION LF 2,500.0000 1,462,500.00 -135.000 -337,500.00 465.000 1,162,500 (F) 062 REMOVE GUARDRAIL LF 7.0000 47,530.00 508.250 3,557.75 6,143.250 43,002 063 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 11,325.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 064 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 23,125.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 065 CONTRAST STRIPE PAINT (1-COAT) LF 3.0000 7,470.00 0.000 0 066 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 14.0000 34,720.00 0.000 0 067 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 18.0000 44,820.00 0.000 0 (WARRANTY) 068 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 6.0000 12,240.00 0.000 0 (WARRANTY) (BROKEN 36-12) 069 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,000.0000 3,000.00 0.130 390.00 0.836 2,508 SYSTEM ELEMENTS DURING CONSTRUCTION 070 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 071 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 17.0000 170.00 10.000 170 AREA) 072 RAIL TENSIONING ASSEMBLY EA 725.0000 13,050.00 18.000 13,050 PROGRAM CAS145 PAGE 4 DATE 07/23/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1H2804 TIME 10:03 AM ESTIMATE NO. 012 BID OPENING 10/26/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: ANWAR, ZUBAIR DATE OF THIS ESTIMATE 07/23/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 117,106.83 8,751,603.77 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 117,106.83 8,751,603.77 073 MOBILIZATION LS 1,050,000.0000 1,050,000.00 1.000 1,050,000 ORIGINAL CONTRACT AMOUNT 10,843,840.00 TOTAL WORK COMPLETED 117,106.83 9,801,603.77 MATERIALS ON HAND ON SITE -65,542.42 98,303.58 DEDUCTIONS 10,000.00 -70,000.00 TOTAL 61,564.41 9,829,907.35 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 03/13/24 145 05/20/24 05/20/24 08/01/25 133 155 0 0 81% 92% PROGRESS IS SATISFACTORY ANWAR, ZUBAIR RESIDENT ENGINEER