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 10/03/25 EST. NO. 023 TIME 12:03 PM R.E. NAME: EISSA, HANI 03-4H5814 --------------------------------------------------------------------------- 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 0038 7,108.78 E.W. @ F.A.(+) 090324 N 0179.0 0056 2,594.76 100223 N 227.1 0057 2,539.17 021324 N 0117.0 009 0024 8,337.11 E.W. @ F.A.(+) 060324 N 0223.0 0028 2,594.76 100223 N 227.2 0029 1,887.95 042224 N 120.1 25,062.53 TOTAL THIS ESTIMATE 1,278,037.59 TOTAL PREVIOUS ESTIMATE 1,303,100.12 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 10/03/25 EST. NO. 023 TIME 12:03 PM R.E. NAME: EISSA, HANI 03-4H5814 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FHWA-1391 -10,000.00 015 FHWA-1391 10,000.00 018 MISSING 4401 YR 2024 -10,000.00 022 MISSING 4401 YR 2025 -10,000.00 022 RETURN 4401 YR 2024 10,000.00 023 RETURN 4401 YR 2025 10,000.00 023 20,000.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY UNAPPROVED CEM-2402 -10,000.00 022 APPROVED CEM-2402 10,000.00 023 10,000.00 0.00 LABOR COMPLIANCE VIOLATION DEDUCT LTTR 8/23 -10,000.00 003 DEDUCT LTTR 9/32 -4,000.00 004 DEDUCT LTTR 11/23 -3,000.00 005 RTN LTTR 9/23 4,000.00 005 DEDUCT LETTER 12/23 -5,000.00 008 DEDUCT LETTER 1/24 -3,000.00 009 RETURN LETTER 11/23 3,000.00 009 RETURN LETTER 12/23 5,000.00 010 RETURN LETTER 1/24 3,000.00 010 RETURN LETTER 8/23 10,000.00 011 DEDUCT LETTER 7/24 -2,000.00 014 DEDUCT LETTER 8/24 -7,000.00 015 DEDUCT LETTER 9/24 -2,000.00 016 DEDUCT LETTER 10/24 -1,000.00 017 RETURN LETTER 9/24 2,000.00 017 RETURN LETTER 7/24 2,000.00 018 RETURN LETTER 8/24 7,000.00 018 DEDUCT LETTER 12/24 -2,000.00 019 DEDUCT LETTER 2/25 -1,000.00 021 RETURN LETTER 10/24 1,000.00 021 RETURN LETTER 12/24 2,000.00 021 RETURN LETTER 2/25 1,000.00 022 THROUGH COMPL LETTER -10,000.00 022 THROUGH COMPL LETTER 10,000.00 023 10,000.00 0.00 TOTAL DEDUCTIONS 40,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 10/03/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4H5814 TIME 12:03 PM ESTIMATE NO. 023 BID OPENING 08/24/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/05/25 R.E. NAME: EISSA, HANI DATE OF THIS ESTIMATE 10/03/25 LOCATION RERUN FINAL ESTIMATE 03-SAC-5-27.6/29.5 -------------------- 03-SAC-5-30.4/34.3 DESILVA GATES CONSTRUCTION LLC SACRAMENTO COUNTY IN AND NEAR SACRAMENTO 11555 DUBLIN BLVD. FROM 0.5 MILE SOUTH OF ARENA BOULEVARD DUBLIN CA 94568 OVERCROSSING TO 0.4 MILE SOUTH OF 99/5 INTERCHANGE AND FROM 0.5 MILE NORTH OF THE FED. AID NO. ACIM-056(360)E ROADWAY EXCAVATION, PLACE CL2 AB, HMA & RH ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 10,000.0000 10,000.00 1.000 10,000 003 TIME-RELATED OVERHEAD (LS) LS 797,500.0000 797,500.00 1.000 797,500 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 30,000.00 5.000 30,000 005 HOURLY OFF-SITE HR 200.0000 4,000.00 7.000 1,400 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,000 007 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 1.000 35,000 008 TRAFFIC CONTROL SYSTEM LS 438,241.0000 438,241.00 1.000 438,241 009 TYPE III BARRICADE EA 75.0000 4,350.00 58.000 4,350 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.0000 3,330.00 0.000 0 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 35,250.00 51,379.000 12,844 012 PLASTIC TRAFFIC DRUMS EA 50.0000 23,000.00 460.000 23,000 013 TEMPORARY PAVEMENT MARKER EA 5.0000 21,550.00 2,276.000 11,380 014 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 5,000.0000 5,000.00 1.000 5,000 015 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,000.0000 10,000.00 1.000 10,000 016 TEMPORARY RAILING (TYPE K) LF 10.0000 367,000.00 38,540.000 385,400 017 TEMPORARY CRASH CUSHION MODULE EA 4,500.0000 99,000.00 22.000 99,000 018 TEMPORARY TRAFFIC SCREEN LF 6.0000 200,400.00 33,400.000 200,400 019 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 10,000.0000 10,000.00 1.004 10,040 SYSTEM 020 JOB SITE MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000 021 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 1.000 2,000 PLAN 022 RAIN EVENT ACTION PLAN EA 500.0000 20,500.00 12.000 6,000 PROGRAM CAS145 PAGE 2 DATE 10/03/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4H5814 TIME 12:03 PM ESTIMATE NO. 023 BID OPENING 08/24/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/05/25 R.E. NAME: EISSA, HANI DATE OF THIS ESTIMATE 10/03/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STORM WATER SAMPLING AND ANALYSIS DAY EA 200.0000 13,000.00 18.000 3,600 024 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 3.000 6,000 025 TEMPORARY EROSION CONTROL BLANKET SQYD 4.0000 22,920.00 4,228.190 16,912 026 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 600.0000 4,800.00 4.000 2,400 CONTROL) 027 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 1.0000 23,000.00 26,620.000 26,620 MATRIX) 028 TEMPORARY COMPOST SOCK LF 10.0000 20,000.00 1,210.000 12,100 029 TEMPORARY COVER SQYD 2.5000 14,325.00 5,730.000 14,325 030 TEMPORARY CHECK DAM LF 10.0000 4,700.00 0.000 0 031 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 7,000.00 5.000 1,000 032 TEMPORARY FIBER ROLL LF 3.5000 52,500.00 18,750.000 65,625 033 TEMPORARY GRAVEL BAG BERM LF 15.0000 8,850.00 490.800 7,362 034 TEMPORARY SILT FENCE LF 2.5000 140,000.00 57,327.600 143,319 035 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 80,000.00 20.000 80,000 036 STREET SWEEPING LS 25,000.0000 25,000.00 1.000 25,000 037 TEMPORARY CONCRETE WASHOUT LS 1,000.0000 1,000.00 1.000 1,000 038 TREATED WOOD WASTE LB 0.2500 4,925.00 5,730.000 1,432 039 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 800.0000 8,000.00 20.000 16,000 040 REMOVE CONCRETE (CY) CY 200.0000 1,000.00 31.250 6,250 041 TEMPORARY HIGH-VISIBILITY FENCE LF 5.0000 5,100.00 1,355.000 6,775 042 CLEARING AND GRUBBING (LS) LS 200,000.0000 200,000.00 1.000 200,000 043 ROADWAY EXCAVATION CY 28.0000 1,968,400.00 72,836.000 2,039,408 044 SHOULDER BACKING TON 30.0000 2,940.00 108.000 3,240 045 STRUCTURE EXCAVATION (GROUND ANCHOR CY 85.0000 90,440.00 1,064.000 90,440 (F) WALL) 046 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 125.0000 26,250.00 210.000 26,250 (F) 047 SUBGRADE ENHANCEMENT GEOGRID SQYD 2.5000 204,000.00 84,499.840 211,249 048 MAINTAIN EXISTING PLANTED AREAS LS 10,000.0000 10,000.00 1.000 10,000 049 CHECK AND TEST EXISTING IRRIGATION LS 10,000.0000 10,000.00 1.000 10,000 FACILITIES PROGRAM CAS145 PAGE 3 DATE 10/03/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4H5814 TIME 12:03 PM ESTIMATE NO. 023 BID OPENING 08/24/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/05/25 R.E. NAME: EISSA, HANI DATE OF THIS ESTIMATE 10/03/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE IRRIGATION FACILITY LS 5,000.0000 5,000.00 1.000 5,000 051 8" CORRUGATED HIGH DENSITY POLYETHYLENE LF 200.0000 44,000.00 220.000 44,000 PIPE CONDUIT 052 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 600.0000 2,400.00 5.000 3,000 053 BONDED FIBER MATRIX (SQFT) SQFT 0.1400 87,220.00 789,020.000 110,462 054 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.7500 107,250.00 128,620.000 96,465 055 HYDROMULCH SQFT 0.0500 1,885.00 217,800.000 10,890 056 FIBER ROLLS LF 3.5000 22,295.00 6,338.000 22,183 057 COMPOST (CY) CY 40.0000 35,200.00 880.000 35,200 058 INCORPORATE MATERIALS SQFT 0.0800 11,440.00 143,000.000 11,440 059 CLASS 2 AGGREGATE BASE (CY) CY 63.0000 3,452,400.00 57,261.000 3,607,443 060 HOT MIX ASPHALT (TYPE A) TON 106.0000 4,229,400.00 41,367.920 4,384,999 061 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 120.0000 489,600.00 4,204.790 504,574 062 HOT MIX ASPHALT (TEXTURED PAVING) SQYD 50.0000 103,500.00 2,070.000 103,500 063 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 115.0000 1,101,700.00 9,579.470 1,101,639 (OPEN GRADED FRICTION COURSE) 064 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 7,590.00 2,761.000 8,283 065 TACK COAT TON 1.0000 80.00 79.518 79 066 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 2,640.00 2,640.000 2,640 067 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0000 43,600.00 10,900.000 43,600 068 GROUND ANCHOR (SUBHORIZONTAL) EA 6,000.0000 1,140,000.00 190.000 1,140,000 069 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,500.0000 27,000.00 18.000 27,000 (SIGN FOUNDATION) 070 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,500.0000 405,000.00 280.000 420,000 (SIGN FOUNDATION) 071 78" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,500.0000 117,000.00 84.000 126,000 (SIGN FOUNDATION) 072 STRUCTURAL CONCRETE, WALL FACING CY 1,250.0000 528,750.00 423.000 528,750 (F) 073 STRUCTURAL CONCRETE, DRAINAGE INLET CY 5,000.0000 9,500.00 1.900 9,500 (F) 074 CONCRETE SURFACE TEXTURE (FRACTURED RIB, SQFT 35.0000 186,760.00 5,336.000 186,760 (F) RICE PATTERN) 075 BAR REINFORCING STEEL (GROUND ANCHOR LB 2.0000 412,810.00 206,405.000 412,810 (F) WALL) 076 STRUCTURAL SHOTCRETE CY 850.0000 311,100.00 366.000 311,100 (F) PROGRAM CAS145 PAGE 4 DATE 10/03/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4H5814 TIME 12:03 PM ESTIMATE NO. 023 BID OPENING 08/24/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/05/25 R.E. NAME: EISSA, HANI DATE OF THIS ESTIMATE 10/03/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 5.5000 1,567,500.00 285,000.000 1,567,500 078 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.5000 142,500.00 285,000.000 142,500 079 ALUMINUM WALKWAY GRATING (VERSATILE SQFT 36.0000 67,320.00 1,870.000 67,320 TRUSS) 080 REMOVE SIGN STRUCTURE (EA) EA 3,500.0000 14,000.00 4.000 14,000 081 RELOCATE SIGN STRUCTURE EA 8,500.0000 17,000.00 2.000 17,000 082 18" PLASTIC PIPE LF 200.0000 20,000.00 100.000 20,000 083 18" REINFORCED CONCRETE PIPE LF 250.0000 70,000.00 280.000 70,000 084 30" REINFORCED CONCRETE PIPE LF 400.0000 28,000.00 70.000 28,000 085 36" REINFORCED CONCRETE PIPE LF 400.0000 16,000.00 40.000 16,000 086 14" X 23" REINFORCED CONCRETE PIPE ARCH LF 325.0000 32,500.00 100.000 32,500 087 28" X 20" CORRUGATED STEEL PIPE ARCH LF 350.0000 42,000.00 120.000 42,000 (.109" THICK) 088 4" PLASTIC PIPE (RETAINING WALL DRAIN) LF 150.0000 5,400.00 36.000 5,400 089 GEOCOMPOSITE DRAIN SQFT 6.0000 7,680.00 1,280.000 7,680 090 PERMEABLE MATERIAL (BLANKET) CY 1,000.0000 900.00 1.000 1,000 (F) 091 18" STEEL FLARED END SECTION EA 1,000.0000 2,000.00 2.000 2,000 092 18" CONCRETE FLARED END SECTION EA 2,000.0000 12,000.00 6.000 12,000 093 24" CONCRETE FLARED END SECTION EA 2,500.0000 2,500.00 1.000 2,500 094 30" CONCRETE FLARED END SECTION EA 2,500.0000 7,500.00 3.000 7,500 095 36" CONCRETE FLARED END SECTION EA 3,000.0000 3,000.00 1.000 3,000 096 28" X 20" STEEL FLARED END PIPE ARCH EA 1,250.0000 2,500.00 2.000 2,500 SECTION 097 14" X 23" CONCRETE FLARED END SECTION EA 2,000.0000 4,000.00 2.000 4,000 098 48" PRECAST CONCRETE PIPE INLET LF 1,800.0000 18,000.00 10.000 18,000 099 REMOVE CULVERT (LF) LF 60.0000 31,800.00 530.000 31,800 100 REMOVE INLET EA 1,500.0000 3,000.00 2.000 3,000 101 REMOVE FLARED END SECTION (EA) EA 1,000.0000 18,000.00 18.000 18,000 102 CLEANING, INSPECTING, AND PREPARING LF 35.0000 14,700.00 410.000 14,350 CULVERT (LF) 103 CULVERT SLURRY-CEMENT BACKFILL CY 300.0000 8,100.00 27.000 8,100 PROGRAM CAS145 PAGE 5 DATE 10/03/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4H5814 TIME 12:03 PM ESTIMATE NO. 023 BID OPENING 08/24/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/05/25 R.E. NAME: EISSA, HANI DATE OF THIS ESTIMATE 10/03/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 18" CURED-IN-PLACE PIPELINER LF 160.0000 49,600.00 303.000 48,480 105 30" CURED-IN-PLACE PIPELINER LF 150.0000 16,500.00 107.000 16,050 106 REMOVE SLOPE PAVING (SQYD) SQYD 20.0000 22,580.00 1,129.000 22,580 107 SLOPE PAVING (CONCRETE) CY 1,000.0000 62,000.00 85.200 85,200 108 MINOR CONCRETE (CURB) (CY) CY 850.0000 33,150.00 39.000 33,150 109 MINOR CONCRETE (GUTTER) (LF) LF 30.0000 22,890.00 954.000 28,620 110 DETECTABLE WARNING SURFACE SQFT 50.0000 1,850.00 37.000 1,850 111 MINOR CONCRETE (SIDEWALK) CY 850.0000 17,000.00 20.000 17,000 112 MINOR CONCRETE (TEXTURED PAVING) CY 1,250.0000 47,500.00 38.000 47,500 113 MINOR CONCRETE (CURB RAMP) CY 2,000.0000 6,800.00 3.400 6,800 114 REMOVE CONCRETE CURB (LF) LF 10.0000 17,200.00 1,720.000 17,200 115 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 15.0000 2,700.00 174.120 2,611 116 MISCELLANEOUS IRON AND STEEL LB 5.0000 3,480.00 696.000 3,480 (F) 117 MISCELLANEOUS METAL (BRIDGE) LB 35.0000 6,300.00 180.000 6,300 (F) 118 PREPARE AND STAIN CONCRETE SQFT 35.0000 4,830.00 170.000 5,950 119 DELINEATOR (CLASS 1) EA 50.0000 16,500.00 308.000 15,400 120 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 39,650.00 6,912.000 34,560 121 MILEPOST MARKER EA 60.0000 1,200.00 21.000 1,260 122 MARKER (CULVERT) EA 60.0000 1,020.00 19.000 1,140 123 REMOVE MARKER EA 5.0000 85.00 0.000 0 124 REMOVE ROADSIDE SIGN EA 100.0000 12,000.00 114.000 11,400 125 RESET ROADSIDE SIGN EA 225.0000 675.00 6.000 1,350 126 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 30.0000 83,400.00 2,780.000 83,400 127 FURNISH LAMINATED PANEL SIGN (2 SQFT 40.0000 11,600.00 284.000 11,360 1/2"-TYPE H) 128 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 13,600.00 880.900 14,975 (0.063"-UNFRAMED) 129 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 9,840.00 761.500 9,138 (0.080"-UNFRAMED) 130 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 30.0000 12,000.00 227.750 6,832 (0.063"-FRAMED) PROGRAM CAS145 PAGE 6 DATE 10/03/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4H5814 TIME 12:03 PM ESTIMATE NO. 023 BID OPENING 08/24/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/05/25 R.E. NAME: EISSA, HANI DATE OF THIS ESTIMATE 10/03/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 30.0000 12,300.00 349.000 10,470 (0.080"-FRAMED) 132 ROADSIDE SIGN - ONE POST EA 300.0000 27,600.00 87.000 26,100 133 ROADSIDE SIGN - TWO POST EA 500.0000 8,000.00 18.000 9,000 134 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 5,900.00 64.000 6,400 METHOD) 135 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 17.0000 6,800.00 400.000 6,800 136 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 6,500.0000 13,000.00 2.000 13,000 BOX POST) 137 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 35.0000 93,450.00 2,762.500 96,687 138 VEGETATION CONTROL (MINOR CONCRETE) SQYD 40.0000 95,600.00 1,967.800 78,712 139 CABLE RAILING LF 30.0000 22,830.00 761.000 22,830 (F) 140 TRANSITION RAILING (TYPE WB-31) EA 5,000.0000 20,000.00 4.000 20,000 141 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 142 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,700.0000 28,900.00 18.000 30,600 143 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,700.0000 77,700.00 22.000 81,400 144 CONCRETE BARRIER (TYPE 60MD) LF 180.0000 135,000.00 750.000 135,000 145 CONCRETE BARRIER TRANSITION LF 1,500.0000 18,000.00 12.000 18,000 (F) 146 REMOVE GUARDRAIL LF 8.0000 9,360.00 1,337.500 10,700 147 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 7.0000 30,030.00 4,375.000 30,625 WET NIGHT VISIBILITY) 148 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 840.00 460.000 460 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 149 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 150 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 7,290.00 8,668.000 8,668 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 151 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 66,010.00 94,728.000 66,309 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 152 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 123,300.00 136,289.000 122,660 (ENHANCED WET NIGHT VISIBILITY) 153 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 15,260.00 9,537.500 19,075 (ENHANCED WET NIGHT VISIBILITY) 154 12" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 45,900.00 16,362.000 49,086 (ENHANCED WET NIGHT VISIBILITY) 155 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.300 0 PROGRAM CAS145 PAGE 7 DATE 10/03/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4H5814 TIME 12:03 PM ESTIMATE NO. 023 BID OPENING 08/24/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/05/25 R.E. NAME: EISSA, HANI DATE OF THIS ESTIMATE 10/03/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 156 REMOVE PAINTED PAVEMENT MARKING SQFT 3.0000 3,750.00 0.000 0 157 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 158 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 159 12" RUMBLE STRIP (ASPHALT CONCRETE STA 40.0000 6,800.00 164.000 6,560 PAVEMENT) 160 LOCATING AND MAPPING UNDERGROUND LS 50,000.0000 50,000.00 1.000 50,000 FACILITIES 161 CHANGEABLE MESSAGE SIGN SYSTEM LS 400,000.0000 400,000.00 1.000 400,000 162 CAMERA SYSTEMS LS 400,000.0000 400,000.00 1.000 400,000 163 MODIFYING LIGHTING SYSTEMS LS 200,000.0000 200,000.00 1.000 200,000 164 MODIFYING SIGN ILLUMINATION SYSTEMS LS 50,000.0000 50,000.00 1.000 50,000 165 MODIFYING RAMP METERING SYSTEMS LS 2,500,000.0000 2,500,000.00 1.000 2,500,000 166 MODIFYING TRAFFIC MONITORING STATIONS LS 150,000.0000 150,000.00 1.000 150,000 167 MODIFYING CHANGEABLE MESSAGE SIGN LS 150,000.0000 150,000.00 1.000 150,000 SYSTEMS 168 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 169 MODIFYING WEIGH-IN-MOTION SYSTEM LS 25,000.0000 25,000.00 1.000 25,000 170 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 171 OPERATE EXISTING IRRIGATION FACILITIES LS 5,000.0000 5,000.00 1.000 5,000 172 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 75.0000 3,225.00 43.000 3,225 AREA) 173 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 23,900.00 23,900.000 23,900 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 174 REMOVE PAINTED TRAFFIC STRIPE (HIGH LF 0.6500 68,900.00 68,057.800 44,237 PRESSURE WATER BLASTING) 175 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 180,000.00 120,367.000 150,458 (HIGH PRESSURE WATER BLASTING) 176 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 10.0000 8,800.00 888.000 8,880 (HIGH PRESSURE WATER BLASTING) 177 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 178 REMOVE CONCRETE (SQYD) SQYD 10.0000 9,500.00 950.000 9,500 179 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 180 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 75,000.0000 75,000.00 1.000 75,000 PROGRAM CAS145 PAGE 8 DATE 10/03/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4H5814 TIME 12:03 PM ESTIMATE NO. 023 BID OPENING 08/24/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/05/25 R.E. NAME: EISSA, HANI DATE OF THIS ESTIMATE 10/03/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 26,187,266.42 ADJUSTMENT OF COMPENSATION 0.00 -136,327.70 EXTRA WORK 25,062.53 1,439,427.82 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 25,062.53 27,490,366.54 181 MOBILIZATION LS 2,868,000.0000 2,868,000.00 1.000 2,868,000 ORIGINAL CONTRACT AMOUNT 28,686,686.00 TOTAL WORK COMPLETED 25,062.53 30,358,366.54 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 40,000.00 0.00 TOTAL 65,062.53 30,358,366.54 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 04/20/23 145 07/17/23 07/17/23 03/05/25 145 260 0 0 100% 100% EISSA, HANI RESIDENT ENGINEER