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 07/19/25 EST. NO. 004 TIME 10:06 AM R.E. NAME: AMIR ZAMANIAN 06-0W9104 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0006 2,462.14 E.W. @ F.A.(+) 061725 N 0007.0 0007 7,769.31 051325 N 0004.1 0008 6,235.05 051425 N 0005.1 0009 1,093.40 060925 N 0006.1 0010 4,579.81 033125 N 0009.0 006 0002 1,093.40 E.W. @ F.A.(+) 060925 N 0006.2 23,233.11 TOTAL THIS ESTIMATE 11,620.79 TOTAL PREVIOUS ESTIMATE 34,853.90 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 07/19/25 EST. NO. 004 TIME 10:06 AM R.E. NAME: AMIR ZAMANIAN 06-0W9104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE HMA FAILURE -505,676.00 002 B2GNOW NONCOMPLIANCE -10,000.00 004 HMA FAIL E#2 RELEASE 505,676.00 004 HMA NON COMP PRMT -9,986.00 004 MISSING CEM 2410 -30,000.00 004 455,690.00 -49,986.00 TOTAL DEDUCTIONS 455,690.00 -49,986.00 PROGRAM CAS145 PAGE 1 DATE 07/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W9104 TIME 10:06 AM ESTIMATE NO. 004 BID OPENING 08/22/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: AMIR ZAMANIAN DATE OF THIS ESTIMATE 07/19/25 LOCATION PROGRESS ESTIMATE 06-TUL-99-27.6/30.6 ----------------- GRANITE CONSTRUCTION COMPANY TULARE COUNTY IN AND NEAR TULARE FROM 580 W BEACH STREET PAIGE AVENUE OVERCROSSING TO PROSPERITY WATSONVILLE CA 95076 AVENUE OVERCROSSING. FED. AID NO. ACNH-P099(687)E HMA, RHMA-G, JOINTED PLAIN CONC PVMT (RSC) ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 002 TIME-RELATED OVERHEAD (WDAY) WDAY 2,800.0000 616,000.00 31.000 86,800.00 63.000 176,400 003 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 36,000.00 1.000 6,000.00 2.000 12,000 004 HOURLY OFF-SITE HR 200.0000 4,000.00 2.000 400.00 4.000 800 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 005 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.750 15,000 006 TRAFFIC CONTROL SYSTEM LS 1,919,000.0000 1,919,000.00 0.141 270,579.00 0.286 548,834 007 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 300.0000 57,000.00 35.000 10,500.00 63.000 18,900 008 CHANNELIZER (SURFACE MOUNTED) EA 90.0000 1,260.00 0.000 0 009 TRAFFIC DRUM EA 90.0000 2,160.00 0.000 0 010 TEMPORARY BARRIER SYSTEM LF 10.0000 322,000.00 0.000 0 011 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 3,000.0000 3,000.00 0.750 2,250.00 0.750 2,250 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 60,000.3000 60,000.30 0.286 17,160.09 0.431 25,860 013 TEMPORARY CRASH CUSHION TL-3 EA 1,500.0000 9,000.00 0.000 0 014 JOB SITE MANAGEMENT LS 15,000.0000 15,000.00 0.141 2,115.00 0.286 4,290 015 STORMWATER POLLUTION PREVENTION PLAN LS 1,500.0000 1,500.00 0.800 1,200 016 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 017 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 11,000.00 4.000 1,000.00 4.000 1,000 018 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 18,000.00 0.000 0 019 STREET SWEEPING LS 240,000.0000 240,000.00 0.168 40,320.00 0.286 68,640 020 TEMPORARY CONCRETE WASHOUT LS 7,500.0000 7,500.00 0.286 2,145.00 0.286 2,145 021 TREATED WOOD WASTE LB 0.3700 180,190.00 0.000 0 022 CLEARING AND GRUBBING (LS) LS 438,000.0000 438,000.00 0.172 75,336.00 0.286 125,268 PROGRAM CAS145 PAGE 2 DATE 07/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W9104 TIME 10:06 AM ESTIMATE NO. 004 BID OPENING 08/22/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: AMIR ZAMANIAN DATE OF THIS ESTIMATE 07/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ROADWAY EXCAVATION CY 46.0000 487,600.00 2,702.380 124,309.48 11,008.310 506,382 024 ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY CY 165.0000 424,050.00 0.000 0 DEPOSITED LEAD) 025 SHOULDER BACKING TON 98.0000 118,580.00 0.000 0 026 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 027 SAND BEDDING CY 400.0000 440.00 0.000 0 028 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 029 IMPORTED BORROW (CY) CY 230.0000 9,430.00 24.320 5,593.60 24.320 5,593 030 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,500.0000 3,000.00 0.000 0 031 HYDROMULCH SQFT 0.0800 20,960.00 0.000 0 032 HYDROSEED SQFT 0.0900 23,580.00 0.000 0 033 CLASS 2 AGGREGATE BASE (CY) CY 300.0000 1,290.00 0.000 0 034 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 035 HOT MIX ASPHALT (TYPE A) TON 114.0000 6,463,800.00 -75.460 -8,602.44 37,024.290 4,220,769 036 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 120.0000 864,000.00 0.000 0 037 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.4500 16,385.00 0.000 0 038 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.4500 246.50 0.000 0 039 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.4500 2,856.50 0.000 0 040 TACK COAT TON 775.0000 85,250.00 28.734 22,268.85 38.317 29,695 041 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 6.0000 5,820.00 807.610 4,845.66 807.610 4,845 042 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 13,300.00 2,197.000 2,197 043 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 375,000.00 82,547.710 247,643.13 82,547.710 247,643 044 JOINTED PLAIN CONCRETE PAVEMENT (RSC) CY 595.0000 1,463,700.00 1,000.000 595,000.00 1,000.000 595,000 045 DRILL AND BOND (DOWEL BAR) EA 15.1500 21,361.50 0.000 0 046 REMOVE CONCRETE PAVEMENT (CY) CY 202.0000 551,460.00 1,041.265 210,335.53 1,041.265 210,335 047 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 2,650.0000 116,600.00 0.000 0 (SIGN FOUNDATION) 048 STRUCTURAL CONCRETE, DRAINAGE INLET CY 5,500.0000 60,500.00 11.000 60,500 049 DRILL AND BOND DOWEL (CHEMICAL LF 130.0000 3,900.00 0.000 0 ADHESIVE)(LF) PROGRAM CAS145 PAGE 3 DATE 07/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W9104 TIME 10:06 AM ESTIMATE NO. 004 BID OPENING 08/22/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: AMIR ZAMANIAN DATE OF THIS ESTIMATE 07/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 7.2000 58,248.00 0.000 0 (F) WITHOUT WALKWAY) 051 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 1.2000 9,708.00 0.000 0 (F) WITHOUT WALKWAY) 052 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 6.5000 191,100.00 0.000 0 053 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 1.3500 39,690.00 0.000 0 054 REMOVE SIGN STRUCTURE (EA) EA 1,000.0000 2,000.00 0.000 0 055 REMOVE BRIDGE MOUNTED SIGN EA 8,136.0000 16,272.00 0.000 0 056 18" ALTERNATIVE PIPE CULVERT LF 270.0000 124,200.00 460.000 124,200 057 STRESS REDUCING SLAB CY 1,100.0000 13,200.00 0.000 0 058 12" REINFORCED CONCRETE PIPE LF 400.0000 25,600.00 63.300 25,320 059 18" REINFORCED CONCRETE PIPE LF 400.0000 84,000.00 213.000 85,200 060 24" REINFORCED CONCRETE PIPE LF 260.0000 215,800.00 688.000 178,880 061 24" CONCRETE FLARED END SECTION EA 3,000.0000 3,000.00 0.000 0 062 REMOVE CULVERT (LF) LF 15.0000 16,350.00 941.300 14,119 063 REMOVE INLET EA 2,000.0000 8,000.00 2.000 4,000 064 REMOVE FLARED END SECTION (EA) EA 850.0000 850.00 0.000 0 065 MODIFY INLET GRATE EA 3,300.0000 13,200.00 0.000 0 066 24" CURED-IN-PLACE PIPELINER LF 344.0000 68,800.00 0.000 0 067 CONCRETE (CONCRETE APRON) CY 3,200.0000 1,920.00 0.000 0 068 DETECTABLE WARNING SURFACE SQFT 41.0000 4,920.00 120.000 4,920.00 120.000 4,920 069 MINOR CONCRETE (STAMPED CONCRETE) SQFT 30.0000 4,200.00 0.000 0 070 MINOR CONCRETE (CURB, SIDEWALK AND CURB CY 1,100.0000 57,200.00 49.500 54,450.00 49.500 54,450 RAMP) 071 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 20.0000 4,000.00 174.825 3,496.50 176.825 3,536 072 REMOVE CONCRETE (CURB AND GUTTER) LF 8.5000 3,400.00 400.800 3,406.80 400.800 3,406 073 PRE/POST CONSTRUCTION SURVEYS EA 900.0000 7,200.00 4.000 3,600.00 4.000 3,600 074 MISCELLANEOUS IRON AND STEEL LB 2.0000 3,356.00 956.000 1,912 (F) 075 DELINEATOR (CLASS 1) EA 58.5000 17,550.00 0.000 0 076 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 12,850.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 07/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W9104 TIME 10:06 AM ESTIMATE NO. 004 BID OPENING 08/22/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: AMIR ZAMANIAN DATE OF THIS ESTIMATE 07/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE ROADSIDE SIGN EA 75.0000 10,500.00 0.000 0 078 REMOVE ROADSIDE SIGN (STEEL POST) EA 1,250.0000 2,500.00 0.000 0 079 REMOVE SIGN PANEL EA 3,744.0000 11,232.00 0.000 0 080 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 42.0000 47,040.00 0.000 0 081 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 45.7500 21,502.50 0.000 0 082 FURNISH LAMINATED PANEL SIGN (2 SQFT 49.5000 18,810.00 0.000 0 1/2"-TYPE B) 083 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.5000 20,905.00 0.000 0 (0.063"-UNFRAMED) 084 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.4000 10,080.00 0.000 0 (0.080"-UNFRAMED) 085 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 29.7500 3,867.50 0.000 0 (0.063"-FRAMED) 086 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 34.5000 46,230.00 0.000 0 (0.080"-FRAMED) 087 ROADSIDE SIGN - ONE POST EA 575.0000 86,250.00 0.000 0 088 ROADSIDE SIGN - TWO POST EA 1,675.0000 18,425.00 0.000 0 089 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 175.0000 1,750.00 0.000 0 METHOD) 090 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 1.0400 291.20 0.000 0 091 INSTALL FRAMED SIGN PANEL EA 8,136.0000 48,816.00 0.000 0 092 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 3,600.0000 39,600.00 0.000 0 BOX POST) 093 FURNISH LAMINATED WOOD BOX POST (TYPE L) EA 3,700.0000 7,400.00 0.000 0 094 FURNISH LAMINATED WOOD BOX POST (TYPE M) EA 2,900.0000 58,000.00 0.000 0 095 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 36.4000 28,028.00 0.000 0 096 VEGETATION CONTROL (MINOR CONCRETE) SQYD 72.4000 44,888.00 0.000 0 097 SINGLE THRIE BEAM BARRIER (TYPE M) LF 37.4000 1,189,320.00 0.000 0 098 TRANSITION RAILING (TYPE AGT) EA 6,600.0000 13,200.00 0.000 0 099 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2,255.0000 2,255.00 0.000 0 100 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 3,825.0000 11,475.00 0.000 0 101 REMOVE GUARDRAIL LF 4.5000 146,250.00 0.000 0 102 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 6.5000 12,350.00 0.000 0 WET NIGHT VISIBILITY) 103 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 130.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) PROGRAM CAS145 PAGE 5 DATE 07/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W9104 TIME 10:06 AM ESTIMATE NO. 004 BID OPENING 08/22/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: AMIR ZAMANIAN DATE OF THIS ESTIMATE 07/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,440.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 105 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 108,375.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 106 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.8000 594.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 107 12" THERMOPLASTIC TRAFFIC STRIPE LF 2.2000 13,882.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 108 12" RUMBLE STRIP (ASPHALT CONCRETE STA 20.8000 13,312.00 0.000 0 PAVEMENT) 109 CONTRAST STRIPE PAINT (1-COAT) LF 0.5000 1,310.00 0.000 0 110 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 4.2500 124,100.00 0.000 0 (BROKEN 36-12) 111 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 6.0000 15,720.00 0.000 0 (WARRANTY) (BROKEN 36-12) 112 RAMP METERING SYSTEM LS 70,000.0000 70,000.00 0.000 0 113 TRAFFIC MONITORING STATION SYSTEM LS 100,000.0000 100,000.00 0.000 0 114 CAMERA SYSTEMS LS 30,000.0000 30,000.00 0.000 0 115 MODIFYING LIGHTING SYSTEMS LS 520,000.0000 520,000.00 0.000 0 116 MODIFYING TRAFFIC MONITORING STATIONS LS 105,000.0000 105,000.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 07/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W9104 TIME 10:06 AM ESTIMATE NO. 004 BID OPENING 08/22/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: AMIR ZAMANIAN DATE OF THIS ESTIMATE 07/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,785,872.20 7,391,593.85 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 23,233.11 34,853.90 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,809,105.31 7,426,447.75 117 MOBILIZATION LS 2,100,000.0000 2,100,000.00 0.950 1,995,000 ORIGINAL CONTRACT AMOUNT 21,213,662.00 TOTAL WORK COMPLETED 1,809,105.31 9,421,447.75 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 455,690.00 -49,986.00 TOTAL 2,264,795.31 9,371,461.75 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 10/01/24 220 03/07/25 00/00/00 03/11/26 58 21 0 0 44% 26% PROGRESS IS SATISFACTORY AMIR ZAMANIAN RESIDENT ENGINEER