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 08/03/26 EST. NO. 016 TIME 11:45 AM R.E. NAME: TATUM, JUSTEN 04-0K6404 --------------------------------------------------------------------------- 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 0019 17,753.59 E.W. @ F.A.(+) 070925 N 0087.0 0020 10,245.27 020626 N 0088.0 0021 919.53 022626 N 0089.0 0022 1,390.85 021926 N 0098.0 0023 8,550.08 030326 N 0099.0 0024 1,809.24 030526 N 0100.0 0025 6,483.94 032526 N 0101.0 0026 12,689.72 032626 N 0102.0 0028 13,689.39 102225 N 0106.0 0029 15,551.31 102325 N 0107.0 0030 14,352.04 110425 N 0108.0 0031 10,309.60 062325 N 0109.0 0032 4,509.43 072425 N 0110.0 0033 3,970.75 072525 N 0111.0 0034 2,519.91 082825 N 0112.0 0035 8,383.71 092325 N 0113.0 0043 11,151.59 082025 N 0119.0 0044 11,685.30 090825 N 0120.0 0045 1,787.25 060326 N 0121.0 0046 10,903.79 060526 N 0122.0 0047 5,404.12 060926 N 0123.0 0048 5,411.52 060926 N 0124.0 0049 4,453.86 061026 N 0125.0 0050 4,994.72 061026 N 0126.0 009 0011 18,372.99 E.W. @ F.A.(+) 052926 N 0083.0 0012 285,493.76 E.W. @ L.S.(+) 063026 N 1008 492,787.26 TOTAL THIS ESTIMATE 1,734,205.64 TOTAL PREVIOUS ESTIMATE 2,226,992.90 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 08/03/26 EST. NO. 016 TIME 11:45 AM R.E. NAME: TATUM, JUSTEN 04-0K6404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 08/03/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0K6404 TIME 11:45 AM ESTIMATE NO. 016 BID OPENING 11/07/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/29/26 R.E. NAME: TATUM, JUSTEN DATE OF THIS ESTIMATE 08/03/26 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 04-SOL-80-15.9/30.2 ---------------------------------- O.C. JONES & SONS, INC. SOLANO COUNTY ON ROUTE 80 IN AND NEAR 1520 FOURTH STREET FAIRFIELD AND VACAVILLE AT VARIOUS BERKELEY CA 94710 LOCATIONS FROM 1.5 MILES EAST OF SUISUN VALLEY ROAD OVERCROSSING TO 0.8 MILE EAST FED. AID NO. ACIM-801(995)E COLD PLANE, OVERLAY, MGS, RAMP METERING, L ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000 002 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 003 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 48,000.00 2.000 12,000 004 HOURLY OFF-SITE HR 200.0000 12,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 005 CONSTRUCTION AREA SIGNS LS 225,000.0000 225,000.00 0.030 6,750.00 1.000 225,000 006 TRAFFIC CONTROL SYSTEM LS 582,000.0000 582,000.00 1.000 582,000 007 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 20,000.0000 20,000.00 1.000 20,000 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 80,000.0000 80,000.00 1.000 80,000 009 JOB SITE MANAGEMENT LS 70,000.0000 70,000.00 1.000 70,000 010 STORMWATER POLLUTION PREVENTION PLAN LS 3,000.0000 3,000.00 1.000 3,000 011 STORM WATER SAMPLING AND ANALYSIS DAY EA 450.0000 7,650.00 0.000 0 012 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000.00 1.000 2,000 013 TEMPORARY DRAINAGE INLET PROTECTION EA 225.0000 31,500.00 100.000 22,500 014 STREET SWEEPING LS 150,000.0000 150,000.00 1.000 150,000 015 TEMPORARY CONCRETE WASHOUT LS 20,000.0000 20,000.00 1.000 20,000 016 TREATED WOOD WASTE LB 0.2600 56,940.00 2,160.000 561.60 148,821.500 38,693 017 BIOLOGICAL MITIGATION (ON-SITE) LS 10,000.0000 10,000.00 0.500 5,000.00 1.000 10,000 018 ROADWAY EXCAVATION CY 225.0000 105,750.00 411.400 92,565 019 ROADSIDE CLEARING LS 12,000.0000 12,000.00 1.000 12,000 020 WOOD MULCH CY 110.0000 82,500.00 110.000 12,100.00 498.000 54,780 021 FIBER ROLLS LF 4.1000 71,340.00 16,605.000 68,080 022 CLASS 2 AGGREGATE BASE (CY) CY 380.0000 57,000.00 132.000 50,160 PROGRAM CAS145 PAGE 2 DATE 08/03/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0K6404 TIME 11:45 AM ESTIMATE NO. 016 BID OPENING 11/07/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/29/26 R.E. NAME: TATUM, JUSTEN DATE OF THIS ESTIMATE 08/03/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 HOT MIX ASPHALT (TYPE A) TON 131.0000 3,589,400.00 2,429.910 318,318 024 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 025 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 175.0000 2,940,000.00 32,544.110 5,695,219 026 GEOSYNTHETIC PAVEMENT INTERLAYER (PAVING SQYD 3.3900 844,110.00 246,241.000 834,756 MAT) 027 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 4.0000 3,000.00 760.000 3,040 028 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.0000 2,200.00 358.000 1,432 029 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0000 51,600.00 12,284.000 49,136 030 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.0000 18,480.00 4,941.000 19,764 031 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 120.0000 22,800.00 308.400 37,008 AREA) 032 TACK COAT TON 400.0000 68,000.00 137.780 55,112 033 REMOVE ASPHALT CONCRETE DIKE LF 1.8000 33,840.00 18,800.000 33,840 034 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.7500 682,000.00 244,922.000 673,535 035 STRUCTURAL CONCRETE, DRAINAGE INLET CY 6,000.0000 90,000.00 15.000 90,000 (F) 036 18" REINFORCED CONCRETE PIPE LF 310.0000 46,500.00 149.700 46,407 037 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 270.0000 13,500.00 50.000 13,500 038 10" FLUME DOWNDRAIN LF 330.0000 15,510.00 50.000 16,500 039 10" FLUME ANCHOR ASSEMBLY EA 900.0000 4,500.00 5.000 4,500 040 12" STEEL FLARED END SECTION EA 1,700.0000 3,400.00 2.000 3,400 041 REMOVE CULVERT (LF) LF 100.0000 4,700.00 47.000 4,700 042 REMOVE DOWNDRAIN (EA) EA 1,600.0000 8,000.00 5.000 8,000 043 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 610.0000 27,450.00 45.000 27,450 044 ADJUST INLET EA 4,500.0000 9,000.00 4.000 18,000 045 ROCK SLOPE PROTECTION (150 LB, CLASS CY 1,100.0000 4,180.00 3.800 4,180 III, METHOD B) (CY) 046 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 40.0000 280.00 7.000 280 047 DETECTABLE WARNING SURFACE SQFT 47.0000 26,320.00 484.300 22,762 048 MINOR CONCRETE (CURB AND CURB RAMP) CY 1,675.0000 368,500.00 202.700 339,522 049 PRE/POST CONSTRUCTION SURVEYS EA 1,000.0000 34,000.00 39.000 39,000 PROGRAM CAS145 PAGE 3 DATE 08/03/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0K6404 TIME 11:45 AM ESTIMATE NO. 016 BID OPENING 11/07/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/29/26 R.E. NAME: TATUM, JUSTEN DATE OF THIS ESTIMATE 08/03/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 MISCELLANEOUS IRON AND STEEL LB 4.5000 10,755.00 2,390.000 10,755 (F) 051 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 35,700.00 6,007.000 30,035 052 REMOVE ROADSIDE SIGN EA 100.0000 57,000.00 79.000 7,900.00 563.000 56,300 053 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 48.0000 4,800.00 70.000 3,360.00 170.000 8,160 054 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 80,400.00 1,226.040 18,390.60 5,538.270 83,074 (0.063"-UNFRAMED) 055 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.4000 23,760.00 1,362.000 19,612 (0.080"-UNFRAMED) 056 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 34.0000 23,460.00 114.300 3,886.20 699.000 23,766 (0.063"-FRAMED) 057 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 33.6500 47,446.50 511.750 17,220.39 1,410.050 47,448 (0.080"-FRAMED) 058 ROADSIDE SIGN - ONE POST EA 375.0000 180,000.00 104.000 39,000.00 491.000 184,125 059 ROADSIDE SIGN - TWO POST EA 800.0000 52,000.00 16.000 12,800.00 64.000 51,200 060 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 21,250.00 4.000 500.00 166.000 20,750 METHOD) 061 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 500.0000 1,000.00 4.000 2,000.00 4.000 2,000 062 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 30.5000 423,950.00 826.000 25,193.00 9,863.000 300,821 063 VEGETATION CONTROL (MINOR CONCRETE) SQYD 104.0000 477,360.00 4,810.200 500,260 064 TRANSITION RAILING (TYPE AGT) EA 5,600.0000 123,200.00 0.000 0 065 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,500.0000 51,000.00 5.000 7,500.00 30.000 45,000 066 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 4,200.0000 189,000.00 8.000 33,600.00 27.000 113,400 067 REMOVE GUARDRAIL LF 12.5000 170,000.00 720.300 9,003.75 9,974.800 124,685 068 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 7.0000 121,800.00 494.000 3,458.00 15,098.000 105,686 WET NIGHT VISIBILITY) 069 PREFORMED THERMOPLASTIC PAVEMENT MARKING SQFT 20.0000 13,600.00 675.000 13,500 070 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 14,400.00 15,646.000 18,775 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 071 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.3500 179,550.00 759.000 1,024.65 125,729.000 169,734 (ENHANCED WET NIGHT VISIBILITY) 072 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 19,020.00 401.000 802.00 14,061.000 28,122 (ENHANCED WET NIGHT VISIBILITY) 073 12" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 65,250.00 8,494.000 21,235.00 25,709.000 64,272 (ENHANCED WET NIGHT VISIBILITY) 074 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 1.000 2,500 SYSTEM ELEMENTS DURING CONSTRUCTION 075 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 295,000.0000 295,000.00 1.000 295,000 PROGRAM CAS145 PAGE 4 DATE 08/03/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0K6404 TIME 11:45 AM ESTIMATE NO. 016 BID OPENING 11/07/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/29/26 R.E. NAME: TATUM, JUSTEN DATE OF THIS ESTIMATE 08/03/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 MODIFYING RAMP METERING SYSTEMS LS 200,000.0000 200,000.00 1.000 200,000 077 MODIFYING TRAFFIC MONITORING STATIONS LS 3,500.0000 3,500.00 1.000 3,500 078 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 079 TIME-RELATED OVERHEAD (LS) LS 450,000.0000 450,000.00 1.000 450,000 080 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 081 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 90.0000 16,200.00 15.000 1,350.00 180.000 16,200 SYSTEM PROGRAM CAS145 PAGE 5 DATE 08/03/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0K6404 TIME 11:45 AM ESTIMATE NO. 016 BID OPENING 11/07/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/29/26 R.E. NAME: TATUM, JUSTEN DATE OF THIS ESTIMATE 08/03/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 234,635.19 12,864,825.82 ADJUSTMENT OF COMPENSATION 0.00 429,838.94 EXTRA WORK 492,787.26 1,797,153.96 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 727,422.45 15,091,818.72 082 MOBILIZATION LS 1,200,000.0000 1,200,000.00 1.000 1,200,000 ORIGINAL CONTRACT AMOUNT 15,116,851.50 TOTAL WORK COMPLETED 727,422.45 16,291,818.72 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 727,422.45 16,291,818.72 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 01/16/25 230 03/12/25 03/12/25 06/29/26 230 88 0 0 100% 100% TATUM, JUSTEN RESIDENT ENGINEER