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 05/21/25 EST. NO. 009 TIME 06:55 PM R.E. NAME: OSCAR SHERRILL 06-0W8204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 005 0010 300.00 E.W. @ F.A.(+) 033125 N 0012.0 300.00 TOTAL THIS ESTIMATE 61,411.77 TOTAL PREVIOUS ESTIMATE 61,711.77 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 05/21/25 EST. NO. 009 TIME 06:55 PM R.E. NAME: OSCAR SHERRILL 06-0W8204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE B2GNOW NONCOMPLIANCE -10,000.00 004 MISSING CEM 2406&04 -10,000.00 004 B2GNOW COMPLIANCE 10,000.00 006 RECD CEM 2406&04 10,000.00 007 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 004 RECD MISSING PAYROLL 10,000.00 007 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 05/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W8204 TIME 06:55 PM ESTIMATE NO. 009 BID OPENING 04/18/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 05/21/25 LOCATION PROGRESS ESTIMATE 06-KIN-41-28.4/R40.1 ----------------- GRANITE CONSTRUCTION COMPANY KINGS COUNTY AT AND NEAR STRATFORD FROM 2716 GRANITE COURT NEVADA AVENUE TO ROUTE 41/198 SEPARATION FRESNO CA 93706 FED. AID NO. ACNH- P04(606)E COLD PLANE WITH HOT MIX ASPHALT (TYPE A) A ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,100.0000 1,100.00 1.000 1,100 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 500.0000 500.00 1.000 500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 7,193.0000 1,078,950.00 54.000 388,422 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 30,000.00 1.000 6,000 005 HOURLY OFF-SITE HR 200.0000 20,000.00 4.000 800 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 63,275.0000 63,275.00 0.500 31,637 007 TRAFFIC CONTROL SYSTEM LS 800,000.0000 800,000.00 0.360 288,000 008 TRAFFIC DRUM EA 35.0000 9,100.00 133.000 4,655 009 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 105.0000 2,310.00 22.000 2,310 SYSTEM 010 TEMPORARY BARRIER SYSTEM LF 26.0000 128,960.00 4,244.000 110,344 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 19,800.0000 19,800.00 0.360 7,128 012 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 1,000.0000 9,000.00 5.000 5,000 013 TEMPORARY TRAFFIC SCREEN LF 1.0000 4,960.00 0.000 0 014 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 600.0000 3,600.00 3.000 1,800 SYSTEM 015 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 0.360 3,600 016 STORMWATER POLLUTION PREVENTION PLAN LS 1,800.0000 1,800.00 0.500 900 017 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000 018 TEMPORARY SOIL BINDER SQYD 1.8400 5,096.80 0.000 0 019 TEMPORARY DRAINAGE INLET PROTECTION EA 280.0000 2,800.00 10.000 2,800 020 TEMPORARY FIBER ROLL LF 4.5100 94,259.00 18,945.000 85,441 021 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 20,000.00 0.000 0 022 STREET SWEEPING LS 200,000.0000 200,000.00 0.360 72,000 PROGRAM CAS145 PAGE 2 DATE 05/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W8204 TIME 06:55 PM ESTIMATE NO. 009 BID OPENING 04/18/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 05/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONCRETE WASHOUT LS 1,200.0000 1,200.00 0.360 432 024 TREATED WOOD WASTE LB 0.3700 14,985.00 42,080.000 15,569 025 TEMPORARY HIGH-VISIBILITY FENCE LF 5.8600 11,954.40 2,040.000 11,954 026 ROADWAY EXCAVATION CY 75.0000 4,200.00 37.900 2,842 027 SHOULDER BACKING TON 95.0000 66,500.00 0.000 0 028 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,040.0000 2,040.00 1.000 2,040 029 HYDROMULCH SQFT 0.1200 5,208.00 43,368.000 5,204 030 FIBER ROLLS LF 5.5600 9,730.00 1,740.000 9,674 031 HYDROSEED SQFT 0.1200 5,208.00 43,368.000 5,204 032 COMPOST (CY) CY 89.2200 24,089.40 268.500 23,955 033 BASE BOND BREAKER SQYD 7.0000 840.00 60.000 420 034 HOT MIX ASPHALT (TYPE A) TON 108.0000 5,335,200.00 43,929.780 4,744,416 035 ASPHALTIC EMULSION (BONDED WEARING TON 1,250.0000 200,000.00 0.000 0 COURSE) 036 HOT MIX ASPHALT (BRIDGE) TON 185.0000 5,365.00 29.000 5,365 037 DATA CORE LS 8,000.0000 8,000.00 0.000 0 038 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.1100 443.10 203.000 428 039 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.1100 8,165.70 4,648.000 9,807 040 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.1100 4,895.20 2,310.000 4,874 041 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 95.0000 5,415.00 59.500 5,652 AREA) 042 RUBBERIZED HOT MIX ASPHALT-GAP GRADED TON 115.0000 2,196,500.00 0.000 0 (BONDED WEARING COURSE) 043 TACK COAT TON 2,200.0000 171,820.00 136.300 299,860 044 REMOVE ASPHALT CONCRETE DIKE LF 0.9000 6,624.00 7,360.000 6,624 045 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.7000 606,900.00 351,759.000 597,990 046 DRILL AND BOND (DOWEL BAR) EA 18.0000 1,440.00 80.000 1,440 047 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 2,400.0000 72,000.00 15.000 36,000 048 AGGREGATE BASE (APPROACH SLAB) CY 105.0000 1,260.00 0.000 0 049 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 2,050.0000 229,600.00 136.040 278,882 R MODIFIED) PROGRAM CAS145 PAGE 3 DATE 05/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W8204 TIME 06:55 PM ESTIMATE NO. 009 BID OPENING 04/18/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 05/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 DRILL AND BOND DOWEL LF 70.0000 7,560.00 41.000 2,870 051 JOINT SEAL (MR 1/2") LF 112.0000 10,976.00 98.000 10,976 052 PUBLIC SAFETY PLAN LS 1,500.0000 1,500.00 0.000 0 053 POLYESTER CONCRETE EXPANSION DAM CF 900.0000 29,700.00 0.000 0 054 BRIDGE REMOVAL (PORTION) LS 11,000.0000 11,000.00 1.000 11,000 055 CONCRETE BACKFILL (PIPE TRENCH) CY 250.0000 15,000.00 60.000 15,000 (F) 056 18" REINFORCED CONCRETE PIPE LF 190.0000 13,680.00 71.500 13,585 057 24" REINFORCED CONCRETE PIPE LF 245.0000 68,600.00 292.500 71,662 058 36" REINFORCED CONCRETE PIPE LF 315.0000 22,680.00 69.500 21,892 059 18" CORRUGATED STEEL PIPE (.109" THICK) LF 380.0000 8,740.00 22.000 8,360 060 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 75.0000 18,750.00 250.000 18,750 (.064" THICK) 061 FLUME DOWNDRAIN LF 130.0000 6,500.00 83.000 10,790 062 12" ENTRANCE TAPER EA 785.0000 3,925.00 5.000 3,925 063 TAPERED INLET EA 600.0000 1,800.00 5.000 3,000 064 FLUME ANCHOR ASSEMBLY EA 70.0000 280.00 8.000 560 065 18" STEEL FLARED END SECTION EA 2,000.0000 4,000.00 7.000 14,000 066 24" CONCRETE FLARED END SECTION EA 4,400.0000 52,800.00 12.000 52,800 067 REMOVE ENTRANCE TAPER EA 35.0000 210.00 6.000 210 068 REMOVE OVERSIDE DRAIN EA 70.0000 420.00 6.000 420 069 REMOVE PIPE (EA) EA 575.0000 9,200.00 16.000 9,200 070 REMOVE DOWNDRAIN (EA) EA 105.0000 630.00 6.000 630 071 REMOVE FLARED END SECTION (EA) EA 320.0000 4,480.00 14.000 4,480 072 CLEANING, INSPECTING, AND PREPARING LF 61.0000 10,370.00 170.000 10,370 CULVERT (LF) 073 42" CURED-IN-PLACE PIPELINER LF 417.0000 70,890.00 170.200 70,973 074 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 410.0000 10,660.00 26.000 10,660 METHOD B) (CY) 075 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 24.0000 1,776.00 74.000 1,776 076 ADJUST MONUMENT COVER TO GRADE EA 1,100.0000 13,200.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 05/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W8204 TIME 06:55 PM ESTIMATE NO. 009 BID OPENING 04/18/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 05/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 TEMPORARY FENCE (WILDLIFE EXCLUSION TKR) LF 20.7500 17,015.00 794.000 16,475 078 DELINEATOR (CLASS 1) EA 70.0000 18,900.00 0.000 0 079 GUARD RAILING DELINEATOR EA 30.0000 1,740.00 0.000 0 080 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 15,000.00 0.000 0 081 MARKER (CULVERT) EA 110.0000 1,760.00 0.000 0 082 OBJECT MARKER EA 120.0000 8,760.00 0.000 0 083 REMOVE MARKER EA 40.0000 640.00 0.000 0 084 REMOVE ROADSIDE SIGN EA 130.0000 9,360.00 0.000 0 085 REMOVE ROADSIDE SIGN PANEL EA 60.0000 120.00 0.000 0 086 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 31.0000 4,650.00 0.000 0 087 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.5000 4,500.00 0.000 0 (0.063"-UNFRAMED) 088 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 2,600.00 0.000 0 (0.080"-UNFRAMED) 089 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 2,730.00 0.000 0 (0.063"-FRAMED) 090 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.5000 4,085.00 0.000 0 (0.080"-FRAMED) 091 ROADSIDE SIGN - ONE POST EA 620.0000 35,340.00 0.000 0 092 ROADSIDE SIGN - TWO POST EA 1,050.0000 14,700.00 0.000 0 093 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 95.0000 190.00 0.000 0 POST 094 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 48.0000 26,400.00 500.000 24,000 095 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 50.0000 124,500.00 2,470.000 123,500 096 VEGETATION CONTROL (MINOR CONCRETE) SQYD 75.0000 177,750.00 2,370.000 177,750 097 DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL LF 50.0000 18,000.00 352.000 17,600 POST) 098 TRANSITION RAILING (TYPE AGT) EA 5,600.0000 22,400.00 4.000 22,400 099 RAIL TENSIONING ASSEMBLY EA 3,500.0000 7,000.00 2.000 7,000 100 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2,500.0000 12,500.00 5.000 12,500 101 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 4,500.0000 31,500.00 7.000 31,500 102 ALTERNATIVE CRASH CUSHION TL-3 EA 42,500.0000 170,000.00 4.000 170,000 103 ALTERNATIVE MEDIAN TERMINAL TL-3 EA 10,000.0000 20,000.00 2.000 20,000 PROGRAM CAS145 PAGE 5 DATE 05/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W8204 TIME 06:55 PM ESTIMATE NO. 009 BID OPENING 04/18/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 05/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 CONCRETE BARRIER (TYPE 60MS) LF 1,175.0000 129,250.00 84.000 98,700 105 CONCRETE BARRIER TRANSITION LF 1,470.0000 220,500.00 150.000 220,500 (F) 106 REMOVE GUARDRAIL LF 20.0000 68,600.00 3,463.000 69,260 107 REMOVE CRASH CUSHION (SAND FILLED) EA 1,500.0000 3,000.00 2.000 3,000 108 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 7.5000 16,425.00 0.000 0 WET NIGHT VISIBILITY) 109 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 1,647.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 110 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 108.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 111 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 19,215.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 112 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 144,000.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 113 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 6,360.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 114 12" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 16,975.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 115 12" RUMBLE STRIP (ASPHALT CONCRETE STA 49.0000 93,100.00 0.000 0 PAVEMENT) 116 LIGHTING SYSTEM LS 90,950.0000 90,950.00 0.069 6,275.55 0.651 59,208 117 MODIFYING LIGHTING SYSTEMS LS 30,480.0000 30,480.00 0.364 11,094 118 MODIFYING TRAFFIC MONITORING STATIONS LS 124,820.0000 124,820.00 0.038 4,743.16 0.772 96,361 PROGRAM CAS145 PAGE 6 DATE 05/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W8204 TIME 06:55 PM ESTIMATE NO. 009 BID OPENING 04/18/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: OSCAR SHERRILL DATE OF THIS ESTIMATE 05/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 11,018.71 8,631,815.10 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 300.00 61,711.77 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 11,318.71 8,693,526.87 119 MOBILIZATION LS 1,500,000.0000 1,500,000.00 1.000 1,500,000 ORIGINAL CONTRACT AMOUNT 15,123,990.60 TOTAL WORK COMPLETED 11,318.71 10,193,526.87 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 11,318.71 10,193,526.87 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 06/05/24 150 06/17/24 06/17/24 10/02/25 54 174 0 0 66% 36% PROGRESS IS SATISFACTORY OSCAR SHERRILL RESIDENT ENGINEER