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 04/21/25 EST. NO. 001 TIME 11:45 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 --------------------------------------------------------------------------- *** 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 04/21/25 EST. NO. 001 TIME 11:45 AM R.E. NAME: AMIR ZAMANIAN 06-0W9104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 04/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W9104 TIME 11:45 AM ESTIMATE NO. 001 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 04/20/25 R.E. NAME: AMIR ZAMANIAN DATE OF THIS ESTIMATE 04/21/25 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 2,500.00 1.000 2,500 002 TIME-RELATED OVERHEAD (WDAY) WDAY 2,800.0000 616,000.00 13.000 36,400.00 13.000 36,400 003 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 36,000.00 1.000 6,000.00 1.000 6,000 004 HOURLY OFF-SITE HR 200.0000 4,000.00 2.000 400.00 2.000 400 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 005 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.750 15,000.00 0.750 15,000 006 TRAFFIC CONTROL SYSTEM LS 1,919,000.0000 1,919,000.00 0.059 113,221.00 0.059 113,221 007 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 300.0000 57,000.00 11.000 3,300.00 11.000 3,300 008 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 0.000 0 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 60,000.3000 60,000.30 0.059 3,540.02 0.059 3,540 013 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 0.059 885.00 0.059 885 015 STORMWATER POLLUTION PREVENTION PLAN LS 1,500.0000 1,500.00 0.800 1,200.00 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 0.000 0 018 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 18,000.00 0.000 0 019 STREET SWEEPING LS 240,000.0000 240,000.00 0.059 14,160.00 0.059 14,160 020 TEMPORARY CONCRETE WASHOUT LS 7,500.0000 7,500.00 0.000 0 021 TREATED WOOD WASTE LB 0.3700 180,190.00 0.000 0 022 CLEARING AND GRUBBING (LS) LS 438,000.0000 438,000.00 0.059 25,842.00 0.059 25,842 PROGRAM CAS145 PAGE 2 DATE 04/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W9104 TIME 11:45 AM ESTIMATE NO. 001 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 04/20/25 R.E. NAME: AMIR ZAMANIAN DATE OF THIS ESTIMATE 04/21/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 024 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 0.000 0 030 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 0.000 0 036 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 0.000 0 041 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 6.0000 5,820.00 0.000 0 042 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 13,300.00 0.000 0 043 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 375,000.00 0.000 0 044 JOINTED PLAIN CONCRETE PAVEMENT (RSC) CY 595.0000 1,463,700.00 0.000 0 045 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 0.000 0 047 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 60,500.00 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 04/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W9104 TIME 11:45 AM ESTIMATE NO. 001 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 04/20/25 R.E. NAME: AMIR ZAMANIAN DATE OF THIS ESTIMATE 04/21/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 124,200.00 460.000 124,200.00 460.000 124,200 057 STRESS REDUCING SLAB CY 1,100.0000 13,200.00 0.000 0 058 12" REINFORCED CONCRETE PIPE LF 400.0000 25,600.00 0.000 0 059 18" REINFORCED CONCRETE PIPE LF 400.0000 84,000.00 160.000 64,000.00 160.000 64,000 060 24" REINFORCED CONCRETE PIPE LF 260.0000 215,800.00 688.000 178,880.00 688.000 178,880 061 24" CONCRETE FLARED END SECTION EA 3,000.0000 3,000.00 0.000 0 062 REMOVE CULVERT (LF) LF 15.0000 16,350.00 825.000 12,375.00 825.000 12,375 063 REMOVE INLET EA 2,000.0000 8,000.00 2.000 4,000.00 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 0.000 0 069 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 0.000 0 RAMP) 071 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 20.0000 4,000.00 2.000 40.00 2.000 40 072 REMOVE CONCRETE (CURB AND GUTTER) LF 8.5000 3,400.00 0.000 0 073 PRE/POST CONSTRUCTION SURVEYS EA 900.0000 7,200.00 0.000 0 074 MISCELLANEOUS IRON AND STEEL LB 2.0000 3,356.00 956.000 1,912.00 956.000 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 04/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W9104 TIME 11:45 AM ESTIMATE NO. 001 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 04/20/25 R.E. NAME: AMIR ZAMANIAN DATE OF THIS ESTIMATE 04/21/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 04/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W9104 TIME 11:45 AM ESTIMATE NO. 001 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 04/20/25 R.E. NAME: AMIR ZAMANIAN DATE OF THIS ESTIMATE 04/21/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 04/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W9104 TIME 11:45 AM ESTIMATE NO. 001 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 04/20/25 R.E. NAME: AMIR ZAMANIAN DATE OF THIS ESTIMATE 04/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 668,355.02 668,355.02 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 668,355.02 668,355.02 117 MOBILIZATION LS 2,100,000.0000 2,100,000.00 0.000 0 ORIGINAL CONTRACT AMOUNT 21,213,662.00 TOTAL WORK COMPLETED 668,355.02 668,355.02 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 668,355.02 668,355.02 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 02/17/26 13 2 0 0 3% 6% PROGRESS IS SATISFACTORY AMIR ZAMANIAN RESIDENT ENGINEER