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 07/22/25 EST. NO. 012 TIME 03:06 PM R.E. NAME: TROY SCHEIBER 10-0Y7704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0002 9,789.79 E.W. @ F.A.(+) 011525 N 2 003 0001 10,000.00 E.W. @ F.A.(+) 061925 N 0001 008 0065 525,493.00 E.W. @ F.A.(+) 071025 N 0065 0066 32,912.00 071025 N 0066 0068 10,683.13 121824 N 16.2 588,877.92 TOTAL THIS ESTIMATE -535,369.08 TOTAL PREVIOUS ESTIMATE 53,508.84 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 07/22/25 EST. NO. 012 TIME 03:06 PM R.E. NAME: TROY SCHEIBER 10-0Y7704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE PICKUP6.27.24 -3,000.00 004 LATE PICKUP6.28.24 -3,000.00 004 LATE PICKUP7.10.24 -6,000.00 004 B2GNOW NON-COMPL -10,000.00 005 LATE LCS PICKUP72524 -2,000.00 005 LATE LCS PICKUP72424 -8,600.00 005 LATE LCS PICKUP72624 -3,000.00 005 MISSING CEM-2410 -10,000.00 005 WPCP NOT SUBMITTED -30,000.00 005 B2GNOW NON COMPL -10,000.00 006 LATE P/UP 9/7/24 -15,100.00 006 LATE P/UP 9/10/24 -1,500.00 006 LATE P/UP 8/26-8/27 -12,600.00 006 LATE P/UP 9/5-9/6 -9,600.00 006 MISSING CEM2410 -10,000.00 006 NO WPCP SUBMITION -50,000.00 006 25%DEDUC. 1075561.33 -268,890.33 007 B2GNOW COMPL EST.7 268,890.33 008 MISSINGCEM2410 -20,000.00 009 B2GNOWCOMPL,RLSEEST5 10,000.00 010 B2GNOWCOMPL,RLSEEST6 10,000.00 010 MISSING CEM4401 YR24 -10,000.00 010 25%DEDOF ESTMISS2410 -108,721.00 010 EST.10,RCVD 2410 108,721.00 011 EST4,5,6LATECLSR RTN 64,400.00 011 EST5, RCVD 2410 10,000.00 011 EST6,RCVD 2410 10,000.00 011 EST9, RCVD 2410 20,000.00 011 DBE NON-COMPLIANCE -327,893.15 012 -327,893.15 -417,893.15 LABOR COMPLIANCE VIOLATION MISSING PAROLLEST5 -5,000.00 005 RELEASE EST 5 5,000.00 006 MISSING PAYROLL -10,000.00 007 RCVD PAYROLL EST.7 10,000.00 008 MISSING PAYROLL -5,000.00 009 RCVD PYRL,RELSE EST9 5,000.00 010 0.00 0.00 TOTAL DEDUCTIONS -327,893.15 -417,893.15 PROGRAM CAS145 PAGE 1 DATE 07/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Y7704 TIME 03:06 PM ESTIMATE NO. 012 BID OPENING 06/22/23 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: TROY SCHEIBER DATE OF THIS ESTIMATE 07/22/25 LOCATION PROGRESS ESTIMATE 10-MPA-140-12.0/22.1 ----------------- GEORGE REED, INC. MARIPOSA COUNTY NEAR MARIPOSA FROM 1.3 140 EMPIRE AVE MILES EAST OF CATHEYS VALLEY PARK TO 0.1 MODESTO CA 95354 MILE NORTH OF ROUTE 49 FED. AID NO. ACNH-P140(41)E REPLACE AC SURFACING, PLACE HMA AND RHMA, ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 4,500.0000 4,500.00 0.500 2,250 003 TIME-RELATED OVERHEAD (WDAY) WDAY 750.0000 127,500.00 160.000 120,000 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 30,000.00 3.000 18,000 005 HOURLY OFF-SITE HR 200.0000 20,000.00 3.000 600 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 22,000.0000 22,000.00 0.900 19,800 007 TRAFFIC CONTROL SYSTEM LS 896,000.0000 896,000.00 1.000 896,000 008 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 500.0000 7,500.00 0.000 0 009 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 3,000.0000 3,000.00 1.000 3,000 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 50,000.0000 50,000.00 1.000 50,000 011 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 1.000 50,000 012 PREPARE WATER POLLUTION CONTROL PROGRAM LS 650.0000 650.00 0.500 325 013 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 4,000.00 16.000 4,000 014 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 1.000 5,000 015 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 500.0000 1,500.00 0.000 0 016 WATER QUALITY MONITORING REPORT EA 225.0000 675.00 0.000 0 017 WATER QUALITY ANNUAL REPORT EA 600.0000 1,800.00 0.000 0 018 TREATED WOOD WASTE LB 0.4500 77,400.00 172,000.000 77,400 019 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 50,000.0000 50,000.00 1.000 50,000 020 NATURAL RESOURCE PROTECTION PLAN LS 5,200.0000 5,200.00 1.000 5,200 021 INVASIVE SPECIES CONTROL LS 4,600.0000 4,600.00 1.000 4,600 022 TEMPORARY HIGH-VISIBILITY FENCE LF 5.0000 13,100.00 1,688.000 8,440 PROGRAM CAS145 PAGE 2 DATE 07/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Y7704 TIME 03:06 PM ESTIMATE NO. 012 BID OPENING 06/22/23 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: TROY SCHEIBER DATE OF THIS ESTIMATE 07/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CLEARING AND GRUBBING (LS) LS 35,000.0000 35,000.00 1.000 35,000 024 ROADWAY EXCAVATION CY 225.0000 105,750.00 470.000 105,750 025 SHOULDER BACKING TON 600.0000 210,000.00 3,820.000 2,292,000 026 ROCK BLANKET SQFT 65.0000 13,000.00 0.000 0 027 BONDED FIBER MATRIX (SQFT) SQFT 0.8000 6,400.00 8,000.000 6,400 028 COMPOST (CY) CY 580.0000 13,920.00 24.000 13,920 029 CLASS 2 AGGREGATE BASE (CY) CY 130.0000 72,800.00 388.700 50,531 030 SEGMENT CORRECTION EA 250.0000 47,500.00 0.000 0 031 REPLACE ASPHALT CONCRETE SURFACING CY 280.0000 2,531,200.00 9,858.000 2,760,240 032 HOT MIX ASPHALT (TYPE A) TON 120.0000 1,344,000.00 11,109.000 1,333,080 033 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 92.0000 2,668,000.00 24,254.000 2,231,368 034 DATA CORE LS 4,000.0000 4,000.00 1.000 4,000 035 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.4000 50,120.00 41,753.000 58,454 036 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.4000 952.00 364.000 509 037 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.4000 19,740.00 14,240.000 19,936 038 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.4000 14,840.00 1,786.000 2,500 039 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 120.0000 44,400.00 1,147.000 137,640 AREA) 040 TACK COAT TON 225.0000 51,750.00 77.790 17,502 041 REMOVE ASPHALT CONCRETE DIKE LF 0.2500 15,125.00 54,588.000 13,647 042 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.9000 687,300.00 227,270.000 659,083 043 JOINTED PLAIN CONCRETE PAVEMENT CY 1,320.0000 145,200.00 110.000 145,200 (TEXTURED) 044 JOINT SEAL (SILICONE) LF 82.0000 2,870.00 22.000 1,804 045 STRUCTURAL CONCRETE, HEADWALL CY 3,715.0000 22,290.00 11.400 42,351 (F) 046 STRUCTURAL CONCRETE, DRAINAGE INLET CY 5,200.0000 9,360.00 1.800 9,360 (F) 047 STRUCTURAL CONCRETE, BRIDGE (RSC) CY 10,600.0000 26,500.00 2.500 26,500 (F) 048 PAVING NOTCH EXTENSION CF 1,000.0000 81,000.00 81.000 81,000 049 DRILL AND BOND DOWEL LF 530.0000 23,850.00 45.000 23,850 PROGRAM CAS145 PAGE 3 DATE 07/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Y7704 TIME 03:06 PM ESTIMATE NO. 012 BID OPENING 06/22/23 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: TROY SCHEIBER DATE OF THIS ESTIMATE 07/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CLEAN EXPANSION JOINT LF 38.0000 11,628.00 306.000 11,628 051 JOINT SEAL (MR 1/2") LF 64.0000 19,584.00 306.000 19,584 052 BAR REINFORCING STEEL (BRIDGE, EPOXY LB 26.0000 9,048.00 348.000 9,048 (F) COATED) 053 PUBLIC SAFETY PLAN LS 9,200.0000 9,200.00 1.000 9,200 054 RAPID SETTING CONCRETE (PATCH) CF 108.0000 2,268.00 2.000 216 055 REMOVE ASPHALT CONCRETE SURFACING SQFT 4.0000 16,956.00 4,107.000 16,428 056 REMOVE UNSOUND CONCRETE CF 420.0000 8,820.00 2.000 840 057 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 5.0000 21,395.00 4,279.000 21,395 058 FURNISH POLYESTER CONCRETE OVERLAY CF 175.0000 63,000.00 345.000 60,375 059 PLACE POLYESTER CONCRETE OVERLAY SQFT 22.0000 94,138.00 4,279.000 94,138 (F) 060 BRIDGE REMOVAL (PORTION) LS 70,000.0000 70,000.00 1.000 70,000 061 24" PLASTIC PIPE LF 574.0000 40,180.00 70.000 40,180 062 18" REINFORCED CONCRETE PIPE (CLASS III, LF 437.0000 96,140.00 220.000 96,140 RUBBER GASKET JOINT) 063 30" REINFORCED CONCRETE PIPE (CLASS IV, LF 617.0000 32,701.00 53.000 32,701 RUBBER GASKET JOINT) 064 18" CORRUGATED STEEL PIPE RISER (.079" LF 710.0000 5,680.00 8.000 5,680 THICK) 065 18" STEEL FLARED END SECTION EA 1,940.0000 7,760.00 4.000 7,760 066 18" CONCRETE FLARED END SECTION EA 2,210.0000 2,210.00 1.000 2,210 067 30" CONCRETE FLARED END SECTION EA 3,900.0000 3,900.00 0.000 0 068 18" PRECAST CONCRETE PIPE INLET LF 2,800.0000 8,400.00 3.000 8,400 069 36" PRECAST CONCRETE PIPE INLET LF 1,130.0000 23,730.00 21.000 23,730 070 REMOVE CULVERT (LF) LF 82.0000 28,700.00 220.000 18,040 071 REMOVE PIPE (EA) EA 3,800.0000 3,800.00 1.000 3,800 072 REMOVE INLET EA 1,475.0000 7,375.00 5.000 7,375 073 REMOVE HEADWALL EA 2,760.0000 8,280.00 2.000 5,520 074 REMOVE FLARED END SECTION (EA) EA 2,100.0000 4,200.00 2.000 4,200 075 ADJUST FRAME AND COVER TO GRADE EA 250.0000 750.00 3.000 750 076 ROCK SLOPE PROTECTION (150 LB, CLASS CY 500.0000 14,500.00 44.000 22,000 III, METHOD B) (CY) PROGRAM CAS145 PAGE 4 DATE 07/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Y7704 TIME 03:06 PM ESTIMATE NO. 012 BID OPENING 06/22/23 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: TROY SCHEIBER DATE OF THIS ESTIMATE 07/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 800.0000 19,200.00 24.000 19,200 METHOD B) (CY) 078 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 105.0000 7,035.00 57.000 5,985 079 DETECTABLE WARNING SURFACE SQFT 22.0000 2,640.00 30.000 660 080 MINOR CONCRETE (MISCELLANEOUS CY 930.0000 22,320.00 19.000 17,670 CONSTRUCTION) 081 REMOVE CONCRETE CURB (CY) CY 180.0000 1,440.00 2.000 360 082 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 22.0000 1,012.00 17.000 374 083 PRE/POST CONSTRUCTION SURVEYS EA 4,400.0000 8,800.00 2.000 8,800 084 MISCELLANEOUS IRON AND STEEL LB 3.5000 5,425.00 1,550.000 5,425 (F) 085 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 086 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 087 CHAIN LINK FENCE (TYPE CL-6) LF 110.0000 4,400.00 40.000 4,400 088 REMOVE CHAIN LINK FENCE LF 52.0000 2,080.00 40.000 2,080 089 GUARD RAILING DELINEATOR EA 30.0000 6,600.00 220.000 6,600 090 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 091 MARKER (CULVERT) EA 92.0000 1,472.00 16.000 1,472 092 OBJECT MARKER (TYPE L-1) EA 72.0000 792.00 11.000 792 093 REMOVE ROADSIDE SIGN EA 70.0000 9,100.00 149.000 10,430 094 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 28.0000 22,960.00 1,038.000 29,064 (0.063"-UNFRAMED) 095 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 2,350.00 130.000 3,250 (0.080"-UNFRAMED) 096 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 41.0000 5,330.00 138.000 5,658 (0.063"-FRAMED) 097 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 35.0000 7,700.00 240.000 8,400 (0.080"-FRAMED) 098 ROADSIDE SIGN - ONE POST EA 350.0000 38,500.00 129.000 45,150 099 ROADSIDE SIGN - TWO POST EA 1,200.0000 18,000.00 16.000 19,200 100 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 900.00 4.000 600 METHOD) 101 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 44.0000 354,640.00 8,060.000 354,640 102 MIDWEST GUARDRAIL SYSTEM (9' STEEL POST) LF 62.0000 55,800.00 900.000 55,800 103 VEGETATION CONTROL (MINOR CONCRETE) SQYD 71.0000 470,020.00 6,620.000 470,020 PROGRAM CAS145 PAGE 5 DATE 07/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Y7704 TIME 03:06 PM ESTIMATE NO. 012 BID OPENING 06/22/23 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: TROY SCHEIBER DATE OF THIS ESTIMATE 07/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 TRANSITION RAILING (TYPE WB-31) EA 7,715.0000 15,430.00 2.000 15,430 105 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,550.0000 9,300.00 6.000 9,300 106 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 4,460.0000 93,660.00 21.000 93,660 107 CONCRETE BARRIER (TYPE 60M) LF 940.0000 37,600.00 35.000 32,900 108 CONCRETE BARRIER TRANSITION LF 3,000.0000 27,000.00 9.000 27,000 (F) 109 REMOVE GUARDRAIL LF 6.1000 54,046.00 8,860.000 54,046 110 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 111 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 112 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 113 PAINT PAVEMENT MARKING (2-COAT) SQFT 4.6000 32,522.00 6,000.000 27,600 114 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 115 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 116 6" RUMBLE STRIP (ASPHALT CONCRETE STA 50.0000 49,000.00 900.000 45,000 PAVEMENT-SINUSOIDAL) 117 12" RUMBLE STRIP (ASPHALT CONCRETE STA 55.0000 26,950.00 400.000 22,000 PAVEMENT-SINUSOIDAL) 118 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 8,000.0000 8,000.00 1.000 8,000 SYSTEM ELEMENTS DURING CONSTRUCTION 119 MODIFYING TRAFFIC MONITORING STATIONS LS 48,000.0000 48,000.00 1.000 48,000 120 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 121 PAVEMENT MARKER EA 4.6000 23,138.00 5,000.000 23,000 (RETROREFLECTIVE-RECESSED) 122 PAINT TRAFFIC STRIPE (2-COAT) LF 0.5000 116,500.00 200,000.000 100,000 PROGRAM CAS145 PAGE 6 DATE 07/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Y7704 TIME 03:06 PM ESTIMATE NO. 012 BID OPENING 06/22/23 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: TROY SCHEIBER DATE OF THIS ESTIMATE 07/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 13,560,545.95 ADJUSTMENT OF COMPENSATION 0.00 -1,383,173.95 EXTRA WORK 588,877.92 1,436,682.79 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 588,877.92 13,614,054.79 123 MOBILIZATION LS 550,000.0000 550,000.00 1.000 550,000 ORIGINAL CONTRACT AMOUNT 12,396,297.00 TOTAL WORK COMPLETED 588,877.92 14,164,054.79 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -327,893.15 -417,893.15 TOTAL 260,984.77 13,746,161.64 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 07/28/23 170 09/25/23 09/25/23 07/30/25 169 281 0 0 98% 99% PROGRESS IS SATISFACTORY TROY SCHEIBER RESIDENT ENGINEER