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 09/19/25 EST. NO. 004 TIME 11:55 AM R.E. NAME: SHERRILL, OSCAR 06-0Y1704 --------------------------------------------------------------------------- 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 09/19/25 EST. NO. 004 TIME 11:55 AM R.E. NAME: SHERRILL, OSCAR 06-0Y1704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PAYROLL -10,000.00 003 REL EST 3 10,000.00 004 10,000.00 0.00 TOTAL DEDUCTIONS 10,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 09/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0Y1704 TIME 11:55 AM ESTIMATE NO. 004 BID OPENING 01/09/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: SHERRILL, OSCAR DATE OF THIS ESTIMATE 09/19/25 LOCATION PROGRESS ESTIMATE 06-KIN-41-0.0/15.5 ----------------- PAPICH CONSTRUCTION COMPANY, KINGS COUNTY NEAR KETTLEMAN CITY FROM THE INC. KERN COUNTY LINE TO 0.8 MILE SOUTH OF 398 SUNRISE TERRACE ROUTE 5 ARROYO GRANDE CA 93420 FED. AID NO. ACNH-P041(607)E COLD PLANE AC PVMT, OVERLAY 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 1,885.0000 1,885.00 1.000 1,885 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 9,000.0000 9,000.00 0.065 585.00 0.465 4,185 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,165.0000 335,575.00 10.000 21,650.00 72.000 155,880 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 30,000.00 1.000 6,000.00 2.000 12,000 005 HOURLY OFF-SITE HR 200.0000 4,000.00 3.000 600 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 12,600.0000 12,600.00 0.250 3,150 007 TRAFFIC CONTROL SYSTEM LS 1,165,344.1900 1,165,344.19 0.065 75,747.37 0.465 541,885 008 TEMPORARY BARRIER SYSTEM LF 40.0000 56,800.00 1,620.000 64,800 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 16,000.0000 16,000.00 0.065 1,040.00 0.465 7,440 010 TEMPORARY CRASH CUSHION TL-3 EA 5,000.0000 10,000.00 3.000 15,000 011 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 57.0000 15,960.00 14.000 798.00 84.000 4,788 012 JOB SITE MANAGEMENT LS 36,464.0000 36,464.00 0.065 2,370.16 0.465 16,955 013 STORMWATER POLLUTION PREVENTION PLAN LS 3,500.0000 3,500.00 1.000 3,500 014 STORMWATER SAMPLING AND ANALYSIS DAY EA 500.0000 5,000.00 0.000 0 015 STORMWATER ANNUAL REPORT EA 3,000.0000 6,000.00 1.000 3,000 016 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 9.8600 3,056.60 0.000 0 MATRIX) 017 TEMPORARY FIBER ROLL LF 9.7500 3,802.50 0.000 0 018 STREET SWEEPING LS 16,825.0000 16,825.00 0.065 1,093.63 0.465 7,823 019 TEMPORARY CONCRETE WASHOUT LS 4,395.0000 4,395.00 0.065 285.68 0.465 2,043 020 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 500.0000 5,000.00 0.000 0 021 TREATED WOOD WASTE LB 0.7700 10,857.00 0.000 0 022 CLEARING AND GRUBBING (LS) LS 8,690.0000 8,690.00 0.302 2,624.38 0.700 6,083 PROGRAM CAS145 PAGE 2 DATE 09/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0Y1704 TIME 11:55 AM ESTIMATE NO. 004 BID OPENING 01/09/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: SHERRILL, OSCAR DATE OF THIS ESTIMATE 09/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ROADWAY EXCAVATION CY 106.6500 23,463.00 215.000 22,929 024 SHOULDER BACKING TON 73.3800 293,520.00 0.000 0 025 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,940.0000 1,940.00 0.000 0 026 DRY SEED (SQFT) SQFT 0.3100 5,363.00 0.000 0 027 FIBER ROLLS LF 5.7300 7,047.90 0.000 0 028 COMPOST (CY) CY 138.0900 15,189.90 0.000 0 029 INCORPORATE MATERIALS SQFT 0.1500 2,595.00 0.000 0 030 CLASS 2 AGGREGATE BASE (CY) CY 128.3000 17,962.00 134.200 17,217 031 HOT MIX ASPHALT (TYPE A) TON 90.2800 5,064,708.00 2,443.730 220,619.94 45,693.560 4,125,214 032 HOT MIX ASPHALT (LEVELING) TON 95.0000 373,350.00 2,774.010 263,530 033 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 122.0000 2,952,400.00 1,577.430 192,446.46 1,577.430 192,446 034 DATA CORE LS 22,685.0000 22,685.00 0.000 0 035 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.7100 4,444.40 0.000 0 036 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.7100 205.96 0.000 0 037 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.7100 217,342.00 0.000 0 038 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.7100 149.05 0.000 0 039 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 50.9600 68,796.00 0.000 0 AREA) 040 TACK COAT TON 750.0000 165,000.00 88.500 66,375 041 REMOVE ASPHALT CONCRETE DIKE LF 0.9300 75,051.00 80,680.000 75,032 042 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.2000 844,800.00 383,785.000 844,327 043 STRUCTURAL CONCRETE, HEADWALL CY 3,115.0000 227,395.00 0.000 0 (F) 044 BAR REINFORCING STEEL LB 4.5000 29,155.50 0.000 0 (F) 045 REPAIR SPALLED SURFACE AREA SQFT 125.0000 13,750.00 0.000 0 046 24" ALTERNATIVE PIPE CULVERT LF 260.0000 17,940.00 75.000 19,500.00 75.000 19,500 047 30" CORRUGATED STEEL PIPE (.109" THICK) LF 600.0000 4,800.00 0.000 0 048 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 69.6500 15,323.00 0.000 0 (.064" THICK) 049 FLUME DOWNDRAIN LF 90.9000 131,805.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 09/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0Y1704 TIME 11:55 AM ESTIMATE NO. 004 BID OPENING 01/09/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: SHERRILL, OSCAR DATE OF THIS ESTIMATE 09/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 12" ENTRANCE TAPER EA 1,270.0000 2,540.00 0.000 0 051 TAPERED INLET EA 1,340.0000 80,400.00 0.000 0 052 12" ANCHOR ASSEMBLY EA 1,315.0000 17,095.00 0.000 0 053 12" STEEL FLARED END SECTION EA 980.0000 980.00 0.000 0 054 30" STEEL FLARED END SECTION EA 1,390.0000 1,390.00 0.000 0 055 24" ALTERNATIVE FLARED END SECTION EA 1,075.0000 2,150.00 2.000 2,150.00 2.000 2,150 056 72" EPDM RUBBER PIPE JOINT SEAL EA 10,000.0000 10,000.00 0.000 0 057 REMOVE CULVERT (LF) LF 79.5000 6,121.50 70.000 5,565.00 70.000 5,565 058 REMOVE DOWNDRAIN (EA) EA 250.0000 15,500.00 0.000 0 059 REMOVE HEADWALL EA 15,930.0000 15,930.00 0.000 0 060 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 250.0000 22,500.00 81.000 20,250 061 REMOVE FLARED END SECTION (EA) EA 825.0000 825.00 0.000 0 062 CLEANING, INSPECTING, AND PREPARING LF 70.0000 89,600.00 435.800 30,506.00 1,075.800 75,306 CULVERT (LF) 063 18" CURED-IN-PLACE PIPELINER LF 425.0000 46,750.00 0.000 0 064 24" CURED-IN-PLACE PIPELINER LF 345.0000 179,400.00 0.000 0 065 30" CURED-IN-PLACE PIPELINER LF 360.0000 93,600.00 0.000 0 066 42" CURED-IN-PLACE PIPELINER LF 600.0000 78,000.00 0.000 0 067 108" GEOPOLYMER PIPELINER LF 2,500.0000 525,000.00 0.000 0 068 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 265.0000 18,815.00 0.000 0 METHOD B) (CY) 069 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 750.0000 82,500.00 8.900 6,675.00 8.900 6,675 METHOD B) (CY) 070 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 6.0000 3,240.00 23.100 138.60 23.100 138 071 ADJUST MONUMENT COVER TO GRADE EA 1,450.0000 7,250.00 0.500 725 072 FENCE (TYPE BW, METAL POST) LF 35.0000 5,600.00 0.000 0 073 REMOVE FENCE LF 20.0000 3,000.00 0.000 0 074 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 14,200.00 0.000 0 075 REMOVE ROADSIDE SIGN EA 120.0000 3,360.00 0.000 0 076 REMOVE ROADSIDE SIGN PANEL EA 65.0000 130.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 09/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0Y1704 TIME 11:55 AM ESTIMATE NO. 004 BID OPENING 01/09/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: SHERRILL, OSCAR DATE OF THIS ESTIMATE 09/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.7500 2,550.00 0.000 0 (0.063"-UNFRAMED) 078 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.2500 424.00 0.000 0 (0.080"-UNFRAMED) 079 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.2500 3,187.50 0.000 0 (0.063"-FRAMED) 080 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 616.00 0.000 0 (0.080"-FRAMED) 081 ROADSIDE SIGN - ONE POST EA 745.0000 17,135.00 0.000 0 082 ROADSIDE SIGN - TWO POST EA 940.0000 6,580.00 0.000 0 083 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 160.0000 320.00 0.000 0 POST 084 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 49.0000 34,300.00 400.000 19,600 085 VEGETATION CONTROL (MINOR CONCRETE) SQYD 104.0000 50,960.00 0.000 0 086 TRANSITION RAILING (TYPE AGT) EA 6,400.0000 25,600.00 4.000 25,600 087 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 6,100.0000 36,600.00 4.000 24,400 088 CONCRETE BARRIER TRANSITION LF 1,910.0000 114,600.00 60.000 114,600 (F) 089 REMOVE GUARDRAIL LF 22.0000 8,140.00 363.100 7,988 090 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 6.0000 10,980.00 0.000 0 WET NIGHT VISIBILITY) 091 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 518.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 092 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 42,560.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 093 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9500 204,250.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 094 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 3,762.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 095 6" RUMBLE STRIP (ASPHALT CONCRETE STA 54.7000 12,581.00 0.000 0 PAVEMENT) 096 12" RUMBLE STRIP (ASPHALT CONCRETE STA 46.8500 103,538.50 0.000 0 PAVEMENT) 097 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 32,310.0000 32,310.00 0.196 6,332 098 MODIFYING TRAFFIC MONITORING STATIONS LS 153,673.0000 153,673.00 0.436 67,001 PROGRAM CAS145 PAGE 5 DATE 09/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0Y1704 TIME 11:55 AM ESTIMATE NO. 004 BID OPENING 01/09/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: SHERRILL, OSCAR DATE OF THIS ESTIMATE 09/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 589,795.22 6,853,925.13 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 589,795.22 6,853,925.13 099 MOBILIZATION LS 1,600,000.0000 1,600,000.00 0.950 1,520,000 ORIGINAL CONTRACT AMOUNT 16,147,997.00 TOTAL WORK COMPLETED 589,795.22 8,373,925.13 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 10,000.00 0.00 TOTAL 599,795.22 8,373,925.13 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 04/02/25 155 05/22/25 05/22/25 01/15/26 72 7 0 0 52% 46% PROGRESS IS SATISFACTORY SHERRILL, OSCAR RESIDENT ENGINEER