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 07/20/26 EST. NO. 017 TIME 01:42 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 --------------------------------------------------------------------------- 001 0045 15,384.21 E.W. @ F.A.(+) 060326 N 0206.0 0046 12,083.36 060426 N 0207.0 0047 35,931.68 060226 N 0208.0 0048 3,006.44 052926 N 0209.0 0050 818.47 070826 N 0219.1 007 0001 -99,591.19 A.C. @ U.P.(-) 052826 N 001 008 0018 10,518.96 E.W. @ F.A.(+) 052926 N 0210.0 0019 896.08 052826 N 0211.0 0020 5,122.11 060426 N 0212.0 0021 3,547.17 060526 N 0213.0 0022 4,173.06 061126 N 0214.0 0023 7,669.73 061526 N 0215.0 0024 7,593.74 061626 N 0216.0 0025 9,380.79 061726 N 0217.0 0026 6,586.82 051426 N 0205.1 23,121.43 TOTAL THIS ESTIMATE 1,040,436.01 TOTAL PREVIOUS ESTIMATE 1,063,557.44 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 07/20/26 EST. NO. 017 TIME 01:42 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 07/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1Q4604 TIME 01:42 PM ESTIMATE NO. 017 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 07/20/26 R.E. NAME: PATEL, NIM DATE OF THIS ESTIMATE 07/20/26 LOCATION 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 0.010 5,050.00 1.000 505,000 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 42,000.00 3.000 18,000 005 HOURLY OFF-SITE HR 200.0000 4,000.00 23.000 4,600 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 52,000.0000 52,000.00 0.100 5,200.00 1.000 52,000 007 TRAFFIC CONTROL SYSTEM LS 1,750,000.0000 1,750,000.00 1.000 1,750,000 008 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 18,900.00 519.000 23,355 009 PORTABLE RADAR SPEED FEEDBACK SIGN EA 140.0000 21,000.00 150.000 21,000 SYSTEM DAY 010 TEMPORARY BARRIER SYSTEM LF 20.0000 284,000.00 770.000 15,400.00 13,263.000 265,260 011 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 37.000 88,800 017 JOB SITE MANAGEMENT LS 60,000.0000 60,000.00 1.000 60,000 018 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 2,000 021 TEMPORARY DRAINAGE INLET PROTECTION EA 260.0000 28,600.00 120.000 31,200 022 TEMPORARY FIBER ROLL LF 3.7000 42,920.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 07/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1Q4604 TIME 01:42 PM ESTIMATE NO. 017 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 07/20/26 R.E. NAME: PATEL, NIM DATE OF THIS ESTIMATE 07/20/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 275,000 024 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 10,900.000 16,350 STRIPE (HAZARDOUS WASTE) 028 TREATED WOOD WASTE LB 0.2100 18,984.00 80,100.000 16,821 029 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 1.000 25,000 031 ROADWAY EXCAVATION CY 500.0000 41,500.00 83.000 41,500 032 ROADWAY EXCAVATION (NATURALLY OCCURRING CY 210.0000 10,290.00 49.000 10,290 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 2.000 1,750.00 2.000 1,750 036 BONDED FIBER MATRIX (SQFT) SQFT 0.0900 6,093.00 56,153.000 5,053.77 56,153.000 5,053 037 FIBER ROLLS LF 3.4000 41,820.00 10,675.000 36,295.00 10,675.000 36,295 038 HYDROSEED SQFT 0.1800 12,186.00 56,153.000 10,107.54 56,153.000 10,107 039 COMPOST (CY) CY 95.0000 16,150.00 83.600 7,942.00 83.600 7,942 040 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 51,750.00 230.000 51,750 043 REPLACE ASPHALT CONCRETE SURFACING CY 700.0000 161,000.00 95.130 66,591 044 HOT MIX ASPHALT (TYPE A) TON 240.0000 129,600.00 514.270 123,424 045 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 155.0000 4,944,500.00 31,427.370 4,871,242 046 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.0000 4,000.00 900.000 3,600 047 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0000 16,600.00 3,864.000 15,456 048 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.0000 19,120.00 4,806.000 19,224 049 TACK COAT TON 1,200.0000 132,000.00 110.000 132,000 PROGRAM CAS145 PAGE 3 DATE 07/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1Q4604 TIME 01:42 PM ESTIMATE NO. 017 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 07/20/26 R.E. NAME: PATEL, NIM DATE OF THIS ESTIMATE 07/20/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 9,090.000 31,815 051 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0000 948,000.00 236,200.000 944,800 052 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 1,489.500 3,266,473 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 7,392.00 132.000 7,392 058 JOINT SEAL (MR 1") LF 145.0000 152,105.00 1,049.000 152,105 059 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 1.000 9,750 062 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 26,100.00 266.000 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 16.000 19,200 071 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 1,500.000 900 073 DELINEATOR (CLASS 1) EA 45.0000 6,750.00 37.000 1,665 074 GUARD RAILING DELINEATOR EA 30.0000 10,500.00 0.000 0 075 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.5000 47,940.00 5,520.000 46,920 076 TREATMENT BEST MANAGEMENT PRACTICE EA 85.0000 425.00 0.000 0 MARKER PROGRAM CAS145 PAGE 4 DATE 07/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1Q4604 TIME 01:42 PM ESTIMATE NO. 017 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 07/20/26 R.E. NAME: PATEL, NIM DATE OF THIS ESTIMATE 07/20/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 12.000 1,500 078 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 75.0000 2,700.00 25.000 1,875 BRACKET METHOD) 079 REMOVE SIGN PANEL EA 150.0000 5,700.00 33.000 4,950 080 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.2000 18,432.00 871.000 16,723 (0.063"-UNFRAMED) 081 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.7000 13,694.00 491.000 8,199 (0.080"-UNFRAMED) 082 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 35.4500 6,026.50 128.000 4,537 (0.063"-FRAMED) 083 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 29.2500 15,795.00 246.000 7,195 (0.080"-FRAMED) 084 ROADSIDE SIGN - ONE POST EA 325.0000 20,800.00 65.000 21,125 085 ROADSIDE SIGN - TWO POST EA 650.0000 7,800.00 8.000 5,200 086 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 5,500.00 32.000 4,000 METHOD) 087 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 100.0000 17,000.00 168.000 16,800 088 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 125.0000 4,000.00 24.000 3,000 POST 089 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 42.0000 325,920.00 6,912.500 290,325 090 VEGETATION CONTROL (MINOR CONCRETE) SQYD 138.0000 634,800.00 3,720.800 513,470 091 TRANSITION RAILING (TYPE WB-31) EA 6,000.0000 96,000.00 16.000 96,000 092 END CAP (TYPE A) EA 1,000.0000 8,000.00 8.000 8,000 093 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2,000.0000 26,000.00 11.000 22,000 094 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 4,750.0000 99,750.00 19.000 90,250 095 ALTERNATIVE CRASH CUSHION TL-3 EA 62,000.0000 124,000.00 2.000 124,000 096 ALTERNATIVE CRASH CUSHION WIDE TL-3 EA 70,000.0000 210,000.00 2.000 140,000 097 CONCRETE BARRIER TRANSITION LF 1,060.0000 485,480.00 458.000 485,480 (F) 098 REMOVE CONCRETE END BLOCK LF 650.0000 19,500.00 30.000 19,500 099 REMOVE GUARDRAIL LF 8.0000 51,280.00 5,600.500 44,804 100 REMOVE BARRIER RAILING LF 40.0000 30,560.00 -382.000 -15,280.00 382.000 15,280 101 REMOVE CRASH CUSHION (SAND FILLED) EA 2,200.0000 6,600.00 2.000 4,400 102 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 22.0000 177,540.00 8,428.000 185,416 WET NIGHT VISIBILITY) 103 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 189,600.00 61,686.000 185,058 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 5 DATE 07/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1Q4604 TIME 01:42 PM ESTIMATE NO. 017 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 07/20/26 R.E. NAME: PATEL, NIM DATE OF THIS ESTIMATE 07/20/26 ------------------------------------------------------------------------------------------------------------------------------------ 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 7,919.000 39,595 (ENHANCED WET NIGHT VISIBILITY) 105 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3300 18,546.00 56,200.000 18,546 106 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.1000 1,881.00 1,710.000 1,881 107 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 6.0000 47,220.00 8,340.000 50,040 (BROKEN 12-3) 108 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 4.5000 16,200.00 3,495.000 15,727 (WARRANTY) (BROKEN 12-3) 109 12" TRAFFIC STRIPE TAPE WITH CONTRAST LF 12.0000 48,480.00 3,829.000 45,948 (WARRANTY) 110 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 4.0000 258,000.00 66,008.000 264,032 (BROKEN 18-12) 111 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 4.0000 18,120.00 3,933.000 15,732 (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 21,219.000 169,752 (WARRANTY) 114 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 6.0000 191,400.00 30,393.000 182,358 (WARRANTY) (BROKEN 18-12) 115 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 6.0000 6,240.00 1,205.000 7,230 (WARRANTY) (BROKEN 17-7) 116 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 10.0000 5,300.00 657.000 6,570 (WARRANTY) 117 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000 SYSTEM ELEMENTS DURING CONSTRUCTION 118 MODIFYING RAMP METERING SYSTEMS LS 165,000.0000 165,000.00 0.850 140,250 PROGRAM CAS145 PAGE 6 DATE 07/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1Q4604 TIME 01:42 PM ESTIMATE NO. 017 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 07/20/26 R.E. NAME: PATEL, NIM DATE OF THIS ESTIMATE 07/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 71,518.31 18,465,950.73 ADJUSTMENT OF COMPENSATION -99,591.19 -99,591.19 EXTRA WORK 122,712.62 1,163,148.63 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 94,639.74 19,529,508.17 119 MOBILIZATION LS 1,865,000.0000 1,865,000.00 1.000 1,865,000 ORIGINAL CONTRACT AMOUNT 20,793,388.40 TOTAL WORK COMPLETED 94,639.74 21,394,508.17 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 94,639.74 21,394,508.17 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 07/31/26 237 266 0 0 95% 95% PROGRESS IS SATISFACTORY PATEL, NIM RESIDENT ENGINEER