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 09/16/25 EST. NO. 007 TIME 12:33 PM R.E. NAME: PATEL, NIM 04-1Q4604 --------------------------------------------------------------------------- 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 09/16/25 EST. NO. 007 TIME 12:33 PM R.E. NAME: PATEL, NIM 04-1Q4604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 09/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1Q4604 TIME 12:33 PM ESTIMATE NO. 007 BID OPENING 03/14/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: PATEL, NIM DATE OF THIS ESTIMATE 09/16/25 LOCATION RERUN PROGRESS ESTIMATE 04-SCL-280-R0.0/R2.7 ----------------------- O.C. JONES & SONS, INC. SANTA CLARA COUNTY IN SAN JOSE FROM ROUTE 1520 FOURTH STREET 280/680/101 SEPARATION TO 0.2 MILE WEST OF BERKELEY CA 94710 BIRD AVENUE OVERCROSSING FED. AID NO. ACIM-2801(992)E RHMA-G SURFACING AND CONSTRUCT BRIDGE APPR ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 4,000.0000 4,000.00 1.000 4,000 003 TIME-RELATED OVERHEAD (LS) LS 505,000.0000 505,000.00 0.040 20,200.00 0.640 323,200 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 42,000.00 2.000 12,000 005 HOURLY OFF-SITE HR 200.0000 4,000.00 18.000 3,600 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 52,000.0000 52,000.00 0.750 39,000 007 TRAFFIC CONTROL SYSTEM LS 1,750,000.0000 1,750,000.00 0.100 175,000.00 0.600 1,050,000 008 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 18,900.00 267.000 12,015 009 PORTABLE RADAR SPEED FEEDBACK SIGN EA 140.0000 21,000.00 20.000 2,800.00 100.000 14,000 SYSTEM DAY 010 TEMPORARY BARRIER SYSTEM LF 20.0000 284,000.00 5,780.000 115,600 011 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 11,500.0000 138,000.00 5.000 57,500 012 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 013 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 014 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 015 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 016 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 2,400.0000 64,800.00 12.000 28,800 017 JOB SITE MANAGEMENT LS 60,000.0000 60,000.00 0.100 6,000.00 0.500 30,000 018 STORMWATER POLLUTION PREVENTION PLAN LS 3,000.0000 3,000.00 1.000 3,000 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 425.0000 6,800.00 0.000 0 020 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000 021 TEMPORARY DRAINAGE INLET PROTECTION EA 260.0000 28,600.00 10.000 2,600.00 120.000 31,200 022 TEMPORARY FIBER ROLL LF 3.7000 42,920.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 09/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1Q4604 TIME 12:33 PM ESTIMATE NO. 007 BID OPENING 03/14/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: PATEL, NIM DATE OF THIS ESTIMATE 09/16/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 275,000.0000 275,000.00 0.100 27,500.00 0.500 137,500 024 TEMPORARY CONCRETE WASHOUT LS 25,000.0000 25,000.00 1.000 25,000 025 ASBESTOS COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 026 HEALTH AND SAFETY PLAN LS 2,500.0000 2,500.00 1.000 2,500 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.5000 16,350.00 0.000 0 STRIPE (HAZARDOUS WASTE) 028 TREATED WOOD WASTE LB 0.2100 18,984.00 0.000 0 029 DUST CONTROL PLAN (NATURALLY OCCURRING LS 3,000.0000 3,000.00 1.000 3,000 ASBESTOS) 030 CLEARING AND GRUBBING (LS) LS 25,000.0000 25,000.00 0.100 2,500.00 0.500 12,500 031 ROADWAY EXCAVATION CY 500.0000 41,500.00 83.000 41,500 032 ROADWAY EXCAVATION (NATURALLY OCCURRING CY 210.0000 10,290.00 0.000 0 ASBESTOS) 033 SOIL DENSIFICATION (HIGH DENSITY LB 3.5500 154,070.00 54,154.920 192,249 POLYURETHANE) 034 WOOD MULCH CY 100.0000 1,200.00 0.000 0 035 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 875.0000 14,000.00 0.000 0 036 BONDED FIBER MATRIX (SQFT) SQFT 0.0900 6,093.00 0.000 0 037 FIBER ROLLS LF 3.4000 41,820.00 0.000 0 038 HYDROSEED SQFT 0.1800 12,186.00 0.000 0 039 COMPOST (CY) CY 95.0000 16,150.00 0.000 0 040 INCORPORATE MATERIALS SQFT 0.3300 3,036.00 0.000 0 041 CLASS 4 AGGREGATE SUBBASE CY 126.0000 17,640.00 140.000 17,640 042 CLASS 2 AGGREGATE BASE (CY) CY 225.0000 51,750.00 175.000 39,375 043 REPLACE ASPHALT CONCRETE SURFACING CY 700.0000 161,000.00 37.000 25,900.00 37.000 25,900 044 HOT MIX ASPHALT (TYPE A) TON 240.0000 129,600.00 326.620 78,388 045 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 155.0000 4,944,500.00 11,124.460 1,724,291.30 11,124.460 1,724,291 046 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.0000 4,000.00 0.000 0 047 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0000 16,600.00 0.000 0 048 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.0000 19,120.00 0.000 0 049 TACK COAT TON 1,200.0000 132,000.00 27.840 33,408.00 29.840 35,808 PROGRAM CAS145 PAGE 3 DATE 09/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1Q4604 TIME 12:33 PM ESTIMATE NO. 007 BID OPENING 03/14/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: PATEL, NIM DATE OF THIS ESTIMATE 09/16/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE ASPHALT CONCRETE DIKE LF 3.5000 31,815.00 0.000 0 051 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0000 948,000.00 50,000.000 200,000.00 50,000.000 200,000 052 AGGREGATE BASE (APPROACH SLAB) CY 600.0000 84,000.00 140.000 84,000 053 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 2,193.0000 3,061,428.00 1,396.000 3,061,428 R) 054 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,200.0000 116,600.00 53.000 116,600 (F) 055 MINOR CONCRETE CY 387.0000 63,081.00 153.000 59,211 (F) 056 PAVING NOTCH EXTENSION CF 650.0000 447,850.00 689.000 447,850 057 CLEAN EXPANSION JOINT LF 56.0000 7,392.00 0.000 0 058 JOINT SEAL (MR 1") LF 145.0000 152,105.00 0.000 0 059 18" ALTERNATIVE PIPE CULVERT LF 181.0000 541,190.00 3,060.000 553,860 060 CONCRETE BACKFILL (PIPE TRENCH) CY 355.0000 189,570.00 534.000 189,570 (F) 061 TRASH NET (DOWNDRAIN) EA 9,750.0000 9,750.00 0.000 0 062 12" SLOTTED CORRUGATED STEEL PIPE (.064" LF 542.0000 59,620.00 120.000 65,040 THICK) 063 INLET DEPRESSION EA 450.0000 10,350.00 3.000 1,350 064 REMOVE TEE EA 1,515.0000 1,515.00 1.000 1,515 065 ADJUST INLET EA 3,116.0000 6,232.00 0.000 0 066 CAP INLET EA 3,876.0000 3,876.00 1.000 3,876 067 DETECTABLE WARNING SURFACE SQFT 90.0000 26,100.00 -24.000 -2,160.00 266.000 23,940 068 MINOR CONCRETE (CURB, SIDEWALK AND CURB CY 1,550.0000 217,000.00 140.000 217,000 RAMP) 069 REMOVE CONCRETE CURB AND SIDEWALK (SQYD) SQYD 75.0000 40,500.00 540.000 40,500 070 PRE/POST CONSTRUCTION SURVEYS EA 1,200.0000 19,200.00 8.000 9,600 071 MISCELLANEOUS IRON AND STEEL LB 5.0500 37,864.90 7,498.000 37,864 (F) 072 REMOVE PAVEMENT MARKER EA 0.6000 726.00 0.000 0 073 DELINEATOR (CLASS 1) EA 45.0000 6,750.00 0.000 0 074 GUARD RAILING DELINEATOR EA 30.0000 10,500.00 0.000 0 075 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.5000 47,940.00 0.000 0 076 TREATMENT BEST MANAGEMENT PRACTICE EA 85.0000 425.00 0.000 0 MARKER PROGRAM CAS145 PAGE 4 DATE 09/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1Q4604 TIME 12:33 PM ESTIMATE NO. 007 BID OPENING 03/14/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: PATEL, NIM DATE OF THIS ESTIMATE 09/16/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE ROADSIDE SIGN EA 125.0000 2,125.00 0.000 0 078 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 75.0000 2,700.00 0.000 0 BRACKET METHOD) 079 REMOVE SIGN PANEL EA 150.0000 5,700.00 0.000 0 080 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.2000 18,432.00 0.000 0 (0.063"-UNFRAMED) 081 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.7000 13,694.00 0.000 0 (0.080"-UNFRAMED) 082 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 35.4500 6,026.50 0.000 0 (0.063"-FRAMED) 083 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 29.2500 15,795.00 0.000 0 (0.080"-FRAMED) 084 ROADSIDE SIGN - ONE POST EA 325.0000 20,800.00 0.000 0 085 ROADSIDE SIGN - TWO POST EA 650.0000 7,800.00 0.000 0 086 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 5,500.00 0.000 0 METHOD) 087 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 100.0000 17,000.00 0.000 0 088 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 125.0000 4,000.00 0.000 0 POST 089 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 42.0000 325,920.00 0.000 0 090 VEGETATION CONTROL (MINOR CONCRETE) SQYD 138.0000 634,800.00 0.000 0 091 TRANSITION RAILING (TYPE WB-31) EA 6,000.0000 96,000.00 0.000 0 092 END CAP (TYPE A) EA 1,000.0000 8,000.00 0.000 0 093 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2,000.0000 26,000.00 0.000 0 094 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 4,750.0000 99,750.00 0.000 0 095 ALTERNATIVE CRASH CUSHION TL-3 EA 62,000.0000 124,000.00 0.000 0 096 ALTERNATIVE CRASH CUSHION WIDE TL-3 EA 70,000.0000 210,000.00 0.000 0 097 CONCRETE BARRIER TRANSITION LF 1,060.0000 485,480.00 0.000 0 (F) 098 REMOVE CONCRETE END BLOCK LF 650.0000 19,500.00 0.000 0 099 REMOVE GUARDRAIL LF 8.0000 51,280.00 0.000 0 100 REMOVE BARRIER RAILING LF 40.0000 30,560.00 0.000 0 101 REMOVE CRASH CUSHION (SAND FILLED) EA 2,200.0000 6,600.00 0.000 0 102 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 22.0000 177,540.00 0.000 0 WET NIGHT VISIBILITY) 103 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 189,600.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 5 DATE 09/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1Q4604 TIME 12:33 PM ESTIMATE NO. 007 BID OPENING 03/14/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: PATEL, NIM DATE OF THIS ESTIMATE 09/16/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 12" THERMOPLASTIC TRAFFIC STRIPE LF 5.0000 36,050.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 105 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3300 18,546.00 0.000 0 106 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.1000 1,881.00 0.000 0 107 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 6.0000 47,220.00 0.000 0 (BROKEN 12-3) 108 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 4.5000 16,200.00 0.000 0 (WARRANTY) (BROKEN 12-3) 109 12" TRAFFIC STRIPE TAPE WITH CONTRAST LF 12.0000 48,480.00 0.000 0 (WARRANTY) 110 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 4.0000 258,000.00 0.000 0 (BROKEN 18-12) 111 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 4.0000 18,120.00 0.000 0 (BROKEN 17-7) 112 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 6.0000 20,460.00 0.000 0 113 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 8.0000 169,600.00 0.000 0 (WARRANTY) 114 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 6.0000 191,400.00 0.000 0 (WARRANTY) (BROKEN 18-12) 115 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 6.0000 6,240.00 0.000 0 (WARRANTY) (BROKEN 17-7) 116 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 10.0000 5,300.00 0.000 0 (WARRANTY) 117 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 118 MODIFYING RAMP METERING SYSTEMS LS 165,000.0000 165,000.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 09/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1Q4604 TIME 12:33 PM ESTIMATE NO. 007 BID OPENING 03/14/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: PATEL, NIM DATE OF THIS ESTIMATE 09/16/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,220,039.30 9,180,272.97 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,220,039.30 9,180,272.97 119 MOBILIZATION LS 1,865,000.0000 1,865,000.00 0.950 1,771,750 ORIGINAL CONTRACT AMOUNT 20,793,388.40 TOTAL WORK COMPLETED 2,220,039.30 10,952,022.97 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 2,220,039.30 10,952,022.97 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 06/17/24 250 07/11/24 07/11/24 10/31/25 214 84 0 0 52% 86% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDDEN AND PCNT TIME ELAPSED INPUT BECAUSE CCO DAYS PENDING PATEL, NIM RESIDENT ENGINEER