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 08/20/25 EST. NO. 038 TIME 01:32 PM R.E. NAME: DIKE, EDDIE 04-0J6204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 008 0032 1,839.36 E.W. @ F.A.(+) 050225 N 0343.0 0033 3,635.31 050525 N 0344.0 021 0012 122,915.74 E.W. @ L.S.(+) 080125 N 1 024 0001 97,544.40 E.W. @ L.S.(+) 062025 N 1 027 0015 2,198.71 E.W. @ F.A.(+) 042925 N 0342.0 228,133.52 TOTAL THIS ESTIMATE 13,758,234.68 TOTAL PREVIOUS ESTIMATE 13,986,368.20 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 08/20/25 EST. NO. 038 TIME 01:32 PM R.E. NAME: DIKE, EDDIE 04-0J6204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 08/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J6204 TIME 01:32 PM ESTIMATE NO. 038 BID OPENING 02/09/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 08/20/25 LOCATION RERUN PROGRESS ESTIMATE 04-ALA-680-12.4/21.9 ----------------------- SECURITY PAVING COMPANY, INC. IN AND NEAR PLEASANTON AND DUBLIN, 3075 TOWNSGATE ROAD FROM NORTH OF ROUTE 84 TO ALCOSTA WESTLAKE VILLAGE CA 91361 BOULEVARD FED. AID NO. ACIM- 680-1(946)E ROADWAY REHABILITATION. ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 20,000.0000 20,000.00 1.000 20,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 35,000.0000 35,000.00 1.000 35,000 003 TIME-RELATED OVERHEAD (LS) LS 2,000,000.0000 2,000,000.00 0.994 1,988,000 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 72,000.00 7.000 42,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 8,000.00 11.000 2,200 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 240,000.0000 240,000.00 1.000 240,000 007 TRAFFIC CONTROL SYSTEM LS 900,000.0000 900,000.00 0.955 859,500 008 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 480.0000 168,000.00 350.000 168,000 009 TYPE II BARRICADE EA 600.0000 600.00 2.000 1,200 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.3000 10,920.00 199,241.000 259,013 011 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 26,400.00 678.000 27,120 012 PORTABLE RADAR SPEED FEEDBACK SIGN EA 133.0000 133,000.00 1,000.005 133,000 SYSTEM DAY 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 72,000.0000 72,000.00 1.000 72,000 014 TEMPORARY RAILING (TYPE K) LF 16.0000 270,400.00 17,380.000 278,080 015 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,110.0000 158,610.00 51.000 158,610 016 JOB SITE MANAGEMENT LS 120,000.0000 120,000.00 1.000 120,000 017 TEMPORARY CHECK DAM LF 11.0000 4,620.00 0.000 0 018 TEMPORARY DRAINAGE INLET PROTECTION EA 320.0000 60,800.00 190.000 60,800 019 TEMPORARY FIBER ROLL LF 4.0000 20,240.00 5,060.000 20,240 020 TEMPORARY REINFORCED SILT FENCE LF 11.0000 40,260.00 5,920.950 65,130 021 TEMPORARY CONCRETE WASHOUT LS 100,000.0000 100,000.00 0.999 99,900 022 TREATED WOOD WASTE LB 0.6000 101,400.00 53,200.000 31,920 PROGRAM CAS145 PAGE 2 DATE 08/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J6204 TIME 01:32 PM ESTIMATE NO. 038 BID OPENING 02/09/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 08/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 NOISE MONITORING LS 8,000.0000 8,000.00 0.995 7,960 024 REMOVE CONCRETE DITCH (LF) LF 40.0000 9,600.00 240.000 9,600 025 REMOVE SACKED CONCRETE SLOPE CY 365.0000 7,300.00 20.000 7,300 PROTECTION (CY) 026 CLEARING AND GRUBBING (LS) LS 200,000.0000 200,000.00 0.995 199,000 027 ROADWAY EXCAVATION CY 71.0000 123,540.00 1,740.000 123,540 028 DITCH EXCAVATION CY 39.0000 46,020.00 302.000 11,778 029 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 6.0000 15,000.00 2,500.000 15,000 CLASS B2 030 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 700.0000 4,200.00 1.000 700.00 7.000 4,900 031 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 1.0000 15,200.00 8,720.200 8,720 032 HYDROMULCH SQFT 0.1200 12,960.00 106,000.000 12,720.00 114,720.000 13,766 033 FIBER ROLLS LF 4.2500 136,850.00 1,800.000 7,650.00 12,680.000 53,890 034 HYDROSEED SQFT 0.5500 8,360.00 8,720.000 4,796 035 COMPOST (CY) CY 106.0000 3,710.00 20.500 2,173 036 INCORPORATE MATERIALS SQFT 1.1000 968.00 3.000 3 037 CLASS 2 AGGREGATE SUBBASE CY 149.0000 123,670.00 830.000 123,670 038 CLASS 2 AGGREGATE BASE (CY) CY 149.0000 10,430.00 70.000 10,430 039 LEAN CONCRETE BASE RAPID SETTING CY 380.0000 4,902,000.00 10,716.000 4,072,080 040 BASE BOND BREAKER SQYD 4.0000 2,680.00 670.000 2,680 041 FULL WIDTH SEGMENT CORRECTION EA 1,900.0000 74,100.00 0.000 0 042 PARTIAL WIDTH SEGMENT CORRECTION EA 2,600.0000 7,800.00 0.000 0 043 PRIME COAT TON 1,800.0000 6,120.00 3.400 6,120 044 HOT MIX ASPHALT (TYPE A) TON 135.0000 1,633,500.00 32,322.130 4,363,487 045 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 144.0000 5,097,600.00 17,414.280 2,507,656 046 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 152.0000 1,580,800.00 10,200.880 1,550,533 (OPEN GRADED FRICTION COURSE) 047 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 4.0000 972,000.00 214,200.000 856,800 (PAVING MAT) 048 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 23,800.00 11,900.000 23,800 049 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 47,600.00 24,750.000 49,500 PROGRAM CAS145 PAGE 3 DATE 08/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J6204 TIME 01:32 PM ESTIMATE NO. 038 BID OPENING 02/09/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 08/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 2,200.00 1,100.000 2,200 051 PLACE HOT MIX ASPHALT SQYD 145.0000 2,320.00 16.000 2,320 (MISCELLANEOUS AREA) 052 TACK COAT TON 1,300.0000 114,400.00 128.750 167,375 053 REMOVE ASPHALT CONCRETE DIKE LF 1.2000 39,600.00 33,950.000 40,740 054 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.2000 1,336,400.00 419,719.000 2,182,538 055 PRECAST CONCRETE PAVEMENT CY 1,000.0000 30,100,000.00 23,693.050 23,693,050 056 REMOVE CONCRETE PAVEMENT AND BASE CY 70.0000 3,010,000.00 32,180.500 2,252,635 057 GRIND PRECAST CONCRETE PAVEMENT SQYD 6.0000 660,000.00 110,000.000 660,000 058 STRUCTURAL CONCRETE, APPROACH SLAB CY 2,000.0000 380,000.00 0.000 0 (F) 059 AGGREGATE BASE (APPROACH SLAB) CY 1,410.0000 33,840.00 0.000 0 060 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,700.0000 348,500.00 0.000 0 (TYPE R) 061 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,100.0000 198,400.00 64.000 198,400 062 PAVING NOTCH EXTENSION CF 350.0000 43,050.00 299.700 104,895 063 JOINT SEAL (MR 1") LF 69.0000 11,316.00 164.000 11,316 064 REMOVE SIGN STRUCTURE WALKWAY (EA) EA 3,200.0000 9,600.00 3.000 9,600 065 PEDESTRIAN BARRICADE EA 475.0000 950.00 2.000 950 066 18" ALTERNATIVE PIPE CULVERT LF 200.0000 60,000.00 308.000 61,600 067 IMPORTED BIOFILTRATION SOIL CY 77.0000 33,110.00 156.000 12,012 068 TRASH NET (END OF PIPE CONNECTION) EA 6,900.0000 20,700.00 3.000 20,700 069 TRASH NET (DOWNDRAIN) EA 6,900.0000 41,400.00 6.000 41,400 070 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 15.0000 23,700.00 660.000 9,900 071 CLASS 3 PERMEABLE MATERIAL CY 103.0000 29,870.00 223.000 22,969 072 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 207.0000 225,630.00 1,090.000 225,630 (0.052" THICK) 073 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 200.0000 40,000.00 224.000 44,800 (.079" THICK) 074 INLET DEPRESSION EA 1,900.0000 1,900.00 1.000 1,900 075 REMOVE DRAINAGE FACILITY (EA) EA 850.0000 2,550.00 3.000 2,550 076 REMOVE CULVERT (LF) LF 85.0000 102,000.00 1,219.000 103,615 PROGRAM CAS145 PAGE 4 DATE 08/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J6204 TIME 01:32 PM ESTIMATE NO. 038 BID OPENING 02/09/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 08/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE INLET EA 2,120.0000 6,360.00 3.000 6,360 078 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 2,120.0000 2,120.00 1.000 2,120 079 ADJUST INLET EA 2,120.0000 19,080.00 11.000 23,320 080 CAP INLET EA 2,000.0000 2,000.00 1.000 2,000 081 CLEANING, INSPECTING, AND PREPARING LF 34.0000 47,600.00 1,483.000 50,422 CULVERT (LF) 082 18" MACHINE SPIRAL WOUND PVC PIPELINER LF 195.0000 165,750.00 72.000 14,040.00 500.000 97,500 (EXPANDABLE DIAMETER) 083 24" MACHINE SPIRAL WOUND PVC PIPELINER LF 237.0000 130,350.00 0.000 0 (EXPANDABLE DIAMETER) 084 ROCK SLOPE PROTECTION CY 330.0000 13,200.00 40.000 13,200 (60 LB, CLASS II, METHOD B) (CY) 085 ROCK SLOPE PROTECTION CY 330.0000 990.00 3.000 990 (20 LB, CLASS I, METHOD B) (CY) 086 SACKED CONCRETE SLOPE PROTECTION CY 1,610.0000 12,880.00 8.000 12,880 087 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 6.0000 960.00 160.000 960 088 MINOR CONCRETE (TEXTURED PAVING) CY 1,400.0000 98,000.00 121.000 169,400 089 REMOVE CONCRETE (CURB AND GUTTER) LF 9.0000 36,000.00 4,000.000 36,000 090 MISCELLANEOUS IRON AND STEEL LB 4.0000 56,400.00 14,100.000 56,400 (F) 091 MANHOLE FRAME AND COVER EA 1,590.0000 1,590.00 1.000 1,590 092 SIGNAL AND LIGHTING (CITY) LS 8,500.0000 8,500.00 1.000 8,500 093 MAINTAIN EXISTING ELECTRICAL SYSTEMS LS 32,000.0000 32,000.00 1.000 32,000 (CITY) 094 GUARD RAILING DELINEATOR EA 22.0000 16,280.00 756.000 16,632 095 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 23,280.00 5,820.000 23,280 096 TREATMENT BEST MANAGEMENT EA 80.0000 640.00 8.000 640 PRACTICE MARKER 097 OBJECT MARKER (TYPE P) EA 128.0000 2,432.00 19.000 2,432 098 OBJECT MARKER (TYPE L-1) EA 139.0000 2,641.00 19.000 2,641 099 REMOVE ROADSIDE SIGN EA 90.0000 5,040.00 56.000 5,040 100 REMOVE ROADSIDE SIGN EA 112.0000 2,912.00 26.000 2,912 (STRAP AND SADDLE BRACKET METHOD) 101 REMOVE ROADSIDE SIGN PANEL EA 117.0000 117.00 1.000 117 102 REMOVE SIGN FROM SIGN FRAME EA 2,250.0000 6,750.00 3.000 6,750 103 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 29.0000 11,020.00 380.000 11,020 PROGRAM CAS145 PAGE 5 DATE 08/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J6204 TIME 01:32 PM ESTIMATE NO. 038 BID OPENING 02/09/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 08/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 5,640.00 470.000 5,640 (0.063"-UNFRAMED) 105 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 4,420.00 340.000 4,420 (0.080"-UNFRAMED) 106 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 3,200.00 160.000 3,200 (0.063"-FRAMED) 107 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 17,220.00 820.000 17,220 (0.080"-FRAMED) 108 ROADSIDE SIGN - ONE POST EA 435.0000 15,660.00 36.000 15,660 109 ROADSIDE SIGN - TWO POST EA 1,060.0000 23,320.00 22.000 23,320 110 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 120.0000 3,240.00 27.000 3,240 METHOD) 111 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 21.0000 7,980.00 380.000 7,980 112 INSTALL ROADSIDE SIGN PANEL ON EA 133.0000 133.00 1.000 133 EXISTING POST 113 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 43.0000 567,600.00 13,653.150 587,085 114 VEGETATION CONTROL (MINOR CONCRETE) SQYD 58.0000 377,580.00 6,510.000 377,580 115 TRANSITION RAILING (TYPE WB-31) EA 6,150.0000 116,850.00 19.000 116,850 116 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,550.0000 13,950.00 10.000 15,500 117 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,380.0000 100,740.00 14.000 61,320 118 CONCRETE BARRIER TRANSITION LF 1,710.0000 8,550.00 5.000 8,550 (F) 119 REMOVE GUARDRAIL LF 7.0000 102,200.00 14,437.500 101,062 120 RESET CRASH CUSHION EA 5,200.0000 5,200.00 0.000 0 121 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 6,520.00 3,260.000 6,520 (BROKEN 12-3) 122 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 28,050.00 7,012.500 35,062 (ENHANCED WET NIGHT VISIBILITY) 123 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 4,820.00 4,820.000 4,820 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 124 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 20,000.00 40,199.000 20,099 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 125 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 108,020.00 98,200.000 108,020 (ENHANCED WET NIGHT VISIBILITY) 126 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 8,625.00 4,312.500 10,781 (ENHANCED WET NIGHT VISIBILITY) 127 12" THERMOPLASTIC TRAFFIC STRIPE LF 2.6000 20,644.00 7,940.000 20,644 (ENHANCED WET NIGHT VISIBILITY) 128 12" TRAFFIC STRIPE PAINT WITH CONTRAST LF 16.0000 5,920.00 370.000 5,920 (WARRANTY) 129 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 4.0000 1,400.00 437.500 1,750 (WARRANTY) (BROKEN 12-3) PROGRAM CAS145 PAGE 6 DATE 08/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J6204 TIME 01:32 PM ESTIMATE NO. 038 BID OPENING 02/09/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 08/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 7.5000 163,500.00 21,800.000 163,500 (WARRANTY) 131 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 2.0000 138,400.00 69,200.000 138,400 (WARRANTY) (BROKEN 36-12) 132 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 55,000.0000 55,000.00 1.000 55,000 SYSTEM ELEMENTS DURING CONSTRUCTION 133 MODIFYING TRAFFIC MONITORING STATION LS 375,000.0000 375,000.00 1.000 375,000 SYSTEMS 134 MODIFYING FIBER OPTIC CABLE SYSTEMS LS 89,000.0000 89,000.00 1.000 89,000 135 MODIFYING ELECTRONIC TOLLING SYSTEMS LS 26,200.0000 26,200.00 1.000 26,200 136 MODIFYING ELECTRONIC TOLLING LS 11,000.0000 11,000.00 1.000 11,000 SYSTEMS LIGHTING SYSTEMS 137 MODIFYING LIGHTING SYSTEMS LS 280,000.0000 280,000.00 1.000 280,000 138 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 59,000.0000 59,000.00 1.000 59,000 139 MODIFYING RAMP METERING SYSTEMS LS 67,000.0000 67,000.00 1.000 67,000 140 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 141 MOVABLE BARRIER SYSTEM LS 2,000,000.0000 2,000,000.00 1.000 2,000,000 142 MOVABLE BARRIER CRASH CUSHION EA 395.0000 35,550.00 2.000 790 143 LATERAL SHIFT OF MOVABLE BARRIER EA 75.0000 505,500.00 1,991.180 149,338.50 4,228.180 317,113 144 RELOCATE MOVABLE BARRIER LF 6.5000 1,560,000.00 0.000 0 145 PREPARE STORM WATER POLLUTION PREVENTION LS 10,000.0000 10,000.00 1.000 10,000 PLAN 146 RAIN EVENT ACTION PLAN EA 500.0000 33,500.00 34.000 17,000 147 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 20,000.00 32.000 16,000 148 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 3.000 6,000 149 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 150 DRILL AND BOND (DOWEL BAR) EA 25.0000 14,500.00 580.000 14,500 PROGRAM CAS145 PAGE 7 DATE 08/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J6204 TIME 01:32 PM ESTIMATE NO. 038 BID OPENING 02/09/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 08/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 184,448.50 54,376,982.45 ADJUSTMENT OF COMPENSATION 0.00 215,875.44 EXTRA WORK 228,133.52 13,770,492.76 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 412,582.02 68,363,350.65 151 MOBILIZATION LS 1,758,235.0000 1,758,235.00 1.000 1,758,235 ORIGINAL CONTRACT AMOUNT 65,995,253.00 TOTAL WORK COMPLETED 412,582.02 70,121,585.65 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 412,582.02 70,121,585.65 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 05/17/22 275 08/15/22 08/15/22 07/14/25 343 406 68 0 100% 100% PROGRESS IS SATISFACTORY DIKE, EDDIE RESIDENT ENGINEER