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 07/22/26 EST. NO. 002 TIME 08:23 AM R.E. NAME: RUZIC, JOHN 03-3H5904 --------------------------------------------------------------------------- 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 07/22/26 EST. NO. 002 TIME 08:23 AM R.E. NAME: RUZIC, JOHN 03-3H5904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H5904 TIME 08:23 AM ESTIMATE NO. 002 BID OPENING 02/03/26 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: RUZIC, JOHN DATE OF THIS ESTIMATE 07/22/26 LOCATION PROGRESS ESTIMATE 03-PLA-80-R26.3/R55.2 ----------------- FLATIRON DRAGADOS-TEICHERT PLACER COUNTY AT VARIOUS LOCATIONS FROM I-80 TRUCK LANES JV 0.3 MILE EAST OF CROTHER ROAD OVERCROSSING 1200 CONCORD AVENUE, SUITE 46 TO 0.3 MILE EAST OF PUTTS LAKE CONCORD CA 94520 UNDERCROSSING FED. AID NO. BFIM-803(335)E CONSTRUCT TRUCK CLIMBING LANES & REPLACE B ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,850.0000 2,850.00 1.000 2,850 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 100.0000 100.00 0.000 0 003 TIME-RELATED OVERHEAD (LS) LS 7,600,000.0000 7,600,000.00 0.049 372,400.00 0.086 653,600 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 114,000.00 0.000 0 005 HOURLY OFF-SITE HR 200.0000 76,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 SAFETY QUALITY CONTROL MANAGER LS 600,000.0000 600,000.00 0.049 29,400.00 0.086 51,600 007 DEVELOP WATER SUPPLY LS 425,000.0000 425,000.00 0.049 20,825.00 0.086 36,550 008 CONSTRUCTION AREA SIGNS LS 139,120.0000 139,120.00 0.150 20,868 009 TRAFFIC CONTROL SYSTEM LS 3,500,000.0000 3,500,000.00 0.049 171,500.00 0.086 301,000 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.9000 455,400.00 84,366.000 75,929 011 TRAFFIC DRUM EA 200.0000 18,800.00 23.000 4,600 012 PORTABLE SIGNAL SYSTEMS (EA) EA 154,760.0000 154,760.00 0.000 0 013 TEMPORARY BARRIER SYSTEM LF 20.0000 2,900,000.00 2,520.000 50,400.00 15,420.000 308,400 014 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 45,000.0000 45,000.00 0.000 0 015 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 50,000.0000 50,000.00 0.049 2,450.00 0.086 4,300 016 TEMPORARY CRASH CUSHION TL-3 EA 3,000.0000 258,000.00 9.000 27,000.00 9.000 27,000 017 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 5,000.0000 20,000.00 4.000 20,000 SYSTEM 018 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 150.0000 45,000.00 0.000 0 019 JOB SITE MANAGEMENT LS 600,000.0000 600,000.00 0.049 29,400.00 0.086 51,600 020 STORMWATER POLLUTION PREVENTION PLAN LS 5,000.0000 5,000.00 1.000 5,000 021 STORMWATER SAMPLING AND ANALYSIS DAY EA 500.0000 128,000.00 0.000 0 022 STORMWATER ANNUAL REPORT EA 3,000.0000 15,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 07/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H5904 TIME 08:23 AM ESTIMATE NO. 002 BID OPENING 02/03/26 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: RUZIC, JOHN DATE OF THIS ESTIMATE 07/22/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY EROSION CONTROL BLANKET SQYD 6.7100 8,454.60 0.000 0 024 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 550.0000 9,900.00 1.000 550.00 2.000 1,100 CONTROL) 025 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 0.6700 293,460.00 0.000 0 MATRIX) 026 TEMPORARY COVER SQYD 2.5000 25,000.00 0.000 0 027 TEMPORARY CHECK DAM LF 10.0000 275,000.00 0.000 0 028 TEMPORARY DRAINAGE INLET PROTECTION EA 190.0000 30,400.00 4.000 760.00 4.000 760 029 TEMPORARY FIBER ROLL LF 3.6500 93,075.00 0.000 0 030 TEMPORARY GRAVEL BAG BERM LF 18.0000 43,920.00 0.000 0 031 TEMPORARY REINFORCED SILT FENCE LF 5.2500 66,675.00 5,888.000 30,912.00 5,888.000 30,912 032 TEMPORARY SILT FENCE LF 5.3000 7,632.00 0.000 0 033 TEMPORARY CONSTRUCTION ENTRANCE EA 4,500.0000 148,500.00 2.000 9,000 034 STREET SWEEPING LS 800,000.0000 800,000.00 0.049 39,200.00 0.086 68,800 035 TEMPORARY CONCRETE WASHOUT LS 40,000.0000 40,000.00 0.049 1,960.00 0.086 3,440 036 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 500.0000 10,000.00 0.000 0 037 WATER QUALITY MONITORING REPORT EA 500.0000 26,000.00 0.000 0 038 WATER QUALITY ANNUAL REPORT EA 2,000.0000 10,000.00 0.000 0 039 TEMPORARY CREEK DIVERSION SYSTEMS LS 112,000.0000 112,000.00 0.000 0 040 TREATED WOOD WASTE LB 0.1000 19,000.00 0.000 0 041 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 250,000.0000 250,000.00 0.000 0 042 REMOVE FIBER OPTIC CONDUIT LF 2.8000 71,120.00 0.000 0 043 TEMPORARY HIGH-VISIBILITY FENCE LF 3.9500 16,511.00 857.000 3,385.15 1,902.000 7,512 044 CLEARING AND GRUBBING (LS) LS 4,000,000.0000 4,000,000.00 0.350 1,400,000 045 REMOVE TREE EA 700.0000 700.00 1.000 700 046 ROADWAY EXCAVATION CY 10.0000 2,860,000.00 30,881.700 308,817.00 30,881.700 308,817 047 STRUCTURE EXCAVATION (BRIDGE) CY 120.0000 169,680.00 321.000 38,520.00 321.000 38,520 (F) 048 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 100.0000 289,500.00 0.000 0 (F) 049 STRUCTURE BACKFILL (BRIDGE) CY 350.0000 237,650.00 259.000 90,650.00 259.000 90,650 (F) PROGRAM CAS145 PAGE 3 DATE 07/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H5904 TIME 08:23 AM ESTIMATE NO. 002 BID OPENING 02/03/26 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: RUZIC, JOHN DATE OF THIS ESTIMATE 07/22/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 300.0000 112,200.00 0.000 0 (F) 051 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 300.0000 810,600.00 0.000 0 (F) 052 LEAN CONCRETE BACKFILL CY 250.0000 207,250.00 0.000 0 (F) 053 DITCH EXCAVATION CY 5.6000 12,264.00 0.000 0 054 SOIL AMENDMENT CY 1,262.0000 252.40 0.000 0 055 ORGANIC FERTILIZER LB 122.0000 207.40 0.000 0 056 PLANT (GROUP A) EA 183.0000 3,111.00 0.000 0 057 PLANT ESTABLISHMENT WORK LS 62,150.0000 62,150.00 0.000 0 058 WOOD MULCH CY 496.0000 496.00 0.000 0 059 TEMPORARY IRRIGATION SYSTEM LS 7,775.0000 7,775.00 0.000 0 060 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 550.0000 6,600.00 0.000 0 061 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.1200 238,800.00 0.000 0 062 FIBER REINFORCED MATRIX (SQFT) SQFT 0.1900 380,000.00 0.000 0 063 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5200 252,200.00 0.000 0 064 FIBER ROLLS LF 5.3000 130,380.00 0.000 0 065 COMPOST (CY) CY 85.0000 16,150.00 0.000 0 066 INCORPORATE MATERIALS SQFT 0.1500 10,620.00 0.000 0 067 PERMANENT EROSION CONTROL ESTABLISHMENT LS 3,000.0000 3,000.00 0.000 0 WORK 068 FINISHING ROADWAY LS 550,000.0000 550,000.00 0.000 0 069 CLASS 2 AGGREGATE BASE (CY) CY 82.0000 3,288,200.00 0.000 0 070 RAPID STRENGTH CONCRETE BASE CY 520.0000 665,600.00 0.000 0 071 BASE BOND BREAKER SQYD 5.3000 24,327.00 0.000 0 072 HOT MIX ASPHALT (TYPE A) TON 107.0000 7,479,300.00 0.000 0 073 GEOSYNTHETIC PAVEMENT INTERLAYER (PAVING SQYD 23.0000 17,250.00 0.000 0 FABRIC) 074 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 7.1000 7,952.00 0.000 0 075 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 7.1000 8,520.00 0.000 0 076 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 7.1000 4,047.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 07/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H5904 TIME 08:23 AM ESTIMATE NO. 002 BID OPENING 02/03/26 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: RUZIC, JOHN DATE OF THIS ESTIMATE 07/22/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 7.1000 41,180.00 0.000 0 078 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 7.1000 20,093.00 0.000 0 079 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 220.0000 14,520.00 0.000 0 AREA) 080 TACK COAT TON 1.0000 750.00 0.000 0 081 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 0.9000 477,000.00 0.000 0 082 REMOVE ASPHALT CONCRETE DIKE LF 4.7000 11,468.00 0.000 0 083 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.6000 403,200.00 0.000 0 084 JOINTED PLAIN CONCRETE PAVEMENT CY 500.0000 4,195,000.00 0.000 0 085 DRILL AND BOND (DOWEL BAR) EA 44.0000 40,920.00 0.000 0 086 DRILL AND BOND (TIE BAR) EA 28.0000 107,520.00 0.000 0 087 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 554.0000 886,400.00 0.000 0 088 JOINT SEAL (ASPHALT RUBBER) LF 6.6500 198,835.00 0.000 0 089 REMOVE CONCRETE PAVEMENT AND BASE CY 62.4000 655,200.00 0.000 0 090 GRIND EXISTING CONCRETE PAVEMENT SQYD 6.9000 431,940.00 0.000 0 091 GROUND ANCHOR (SUBHORIZONTAL) EA 5,500.0000 1,281,500.00 0.000 0 092 RAIL ELEMENT WALL SQFT 15.0000 39,600.00 0.000 0 093 REMOVE RAIL ELEMENT WALL LF 15.0000 1,350.00 0.000 0 094 TEMPORARY SUPPORT LS 100,000.0000 100,000.00 0.000 0 095 STEEL SOLDIER PILE (HP 14 X 117) LF 300.0000 472,500.00 0.000 0 096 STEEL SOLDIER PILE (HP 16 X 141) LF 340.0000 236,980.00 0.000 0 097 STEEL SOLDIER PILE (2 - W 12 X 58) LF 360.0000 3,513,960.00 0.000 0 098 30" DRILLED HOLE LF 66.2400 151,755.84 0.000 0 099 42" DRILLED HOLE LF 59.0000 549,821.00 0.000 0 100 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 184.3900 818,138.43 0.000 0 101 78" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 2,229.1800 265,272.42 99.000 220,688.82 99.000 220,688 102 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 234.2500 100,493.25 0.000 0 (BARRIER) 103 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 3,375.0000 1,552,500.00 0.000 0 (SIGN FOUNDATION) PROGRAM CAS145 PAGE 5 DATE 07/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H5904 TIME 08:23 AM ESTIMATE NO. 002 BID OPENING 02/03/26 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: RUZIC, JOHN DATE OF THIS ESTIMATE 07/22/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 STRUCTURAL CONCRETE CY 2,000.0000 228,000.00 0.000 0 (F) 105 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,000.0000 227,000.00 0.000 0 (F) 106 STRUCTURAL CONCRETE, BRIDGE CY 2,500.0000 1,612,500.00 0.000 0 (F) 107 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 2,000.0000 1,180,000.00 0.000 0 (F) FIBER) 108 STRUCTURAL CONCRETE, RETAINING WALL CY 1,600.0000 217,600.00 0.000 0 (F) 109 STRUCTURAL CONCRETE, WINGWALL (TYPE A) CY 1,400.0000 387,800.00 0.000 0 (F) 110 STRUCTURAL CONCRETE, WALL FACING CY 1,400.0000 1,997,800.00 0.000 0 (F) 111 STRUCTURAL CONCRETE, BARRIER SLAB CY 900.0000 903,600.00 0.000 0 (F) 112 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,100.0000 344,300.00 0.000 0 (F) N) 113 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 114 STRUCTURAL CONCRETE, HEADWALL CY 3,000.0000 90,000.00 0.000 0 (F) 115 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,500.0000 252,500.00 0.000 0 (F) 116 CONCRETE SURFACE TEXTURE (FRACTURED SQFT 17.0000 36,431.00 0.000 0 GRANITE) 117 CONCRETE SURFACE TEXTURE (RANDOM ROUGH SQFT 20.0000 426,660.00 0.000 0 STACKED ROCK) 118 FURNISH PRECAST PRESTRESSED CONCRETE EA 50,990.0000 509,900.00 0.000 0 WIDE FLANGE GIRDER (120'-130') 119 FURNISH PRECAST PRESTRESSED CONCRETE EA 49,730.0000 397,840.00 0.000 0 WIDE FLANGE GIRDER (110'-120') 120 ERECT PRECAST PRESTRESSED CONCRETE EA 23,830.0000 428,940.00 0.000 0 GIRDER 121 PIPE PIN LB 25.0000 46,225.00 0.000 0 (F) 122 JOINT SEAL (MR 1") LF 125.0000 16,875.00 0.000 0 123 JOINT SEAL (MR 1 1/2") LF 135.0000 15,390.00 0.000 0 124 BAR REINFORCING STEEL (BRIDGE) LB 1.4100 334,739.64 30,800.000 43,428.00 30,800.000 43,428 (F) 125 BAR REINFORCING STEEL (EPOXY COATED) LB 1.7100 401,901.30 0.000 0 (F) 126 BAR REINFORCING STEEL (WALL FACING, LB 1.8100 655,305.07 0.000 0 (F) EPOXY COATED) 127 HEADED BAR REINFORCEMENT EA 65.2100 4,173.44 0.000 0 (F) 128 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 10.0000 11,600.00 0.000 0 (F) WITHOUT WALKWAY) 129 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 25.0000 29,000.00 0.000 0 (F) WITHOUT WALKWAY) 130 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 9.0000 3,069,000.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 07/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H5904 TIME 08:23 AM ESTIMATE NO. 002 BID OPENING 02/03/26 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: RUZIC, JOHN DATE OF THIS ESTIMATE 07/22/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.7500 255,750.00 0.000 0 132 ALUMINUM WALKWAY GRATING (VERSATILE SQFT 250.0000 602,500.00 0.000 0 TRUSS) 133 REMOVE SIGN STRUCTURE (EA) EA 5,000.0000 55,000.00 6.000 30,000 134 REMOVE BRIDGE MOUNTED SIGN EA 4,000.0000 4,000.00 0.000 0 135 TIMBER LAGGING MFBM 5,500.0000 1,001,000.00 0.000 0 (F) 136 SOUND WALL (MASONRY BLOCK) SQFT 45.0000 824,310.00 0.000 0 (F) 137 CLEAN AND PAINT STEEL SOLDIER PILING LS 30,000.0000 30,000.00 0.000 0 138 PUBLIC SAFETY PLAN LS 5,000.0000 5,000.00 0.000 0 139 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.0000 23,168.00 0.000 0 140 FURNISH POLYESTER CONCRETE OVERLAY CF 90.0000 307,620.00 0.000 0 141 PLACE POLYESTER CONCRETE OVERLAY SQFT 7.0000 162,176.00 0.000 0 (F) 142 BRIDGE REMOVAL, LOCATION A LS 270,000.0000 270,000.00 0.000 0 143 BRIDGE REMOVAL, LOCATION B LS 96,000.0000 96,000.00 1.000 96,000.00 1.000 96,000 144 CONCRETE BACKFILL (PIPE TRENCH) CY 370.0000 8,140.00 0.000 0 (F) 145 24" REINFORCED CONCRETE PIPE LF 534.0000 731,580.00 0.000 0 146 18" CORRUGATED STEEL PIPE (.064" THICK) LF 375.0000 221,250.00 0.000 0 147 24" CORRUGATED STEEL PIPE (.064" THICK) LF 435.0000 95,700.00 0.000 0 148 30" CORRUGATED STEEL PIPE (.064" THICK) LF 542.0000 54,200.00 0.000 0 149 36" CORRUGATED STEEL PIPE (.064" THICK) LF 690.0000 6,210.00 0.000 0 150 42" CORRUGATED STEEL PIPE (.064" THICK) LF 507.0000 18,252.00 0.000 0 151 48" CORRUGATED STEEL PIPE (.064" THICK) LF 630.0000 13,860.00 0.000 0 152 60" CORRUGATED STEEL PIPE (.109" THICK) LF 615.0000 31,365.00 0.000 0 153 4" PLASTIC PIPE (DRAIN) LF 70.0000 17,080.00 0.000 0 154 PERMEABLE MATERIAL (BLANKET) CY 295.9200 2,959.20 0.000 0 (F) 155 18" ANCHOR ASSEMBLY EA 1,420.0000 4,260.00 0.000 0 156 GEOMEMBRANE (WATER BARRIER) SQYD 18.0000 28,980.00 0.000 0 157 PIPE DOME (WALL DRAIN) EA 1,400.0000 35,000.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 07/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H5904 TIME 08:23 AM ESTIMATE NO. 002 BID OPENING 02/03/26 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: RUZIC, JOHN DATE OF THIS ESTIMATE 07/22/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 12" WELDED STEEL PIPE CASING (BRIDGE) LF 250.0000 23,250.00 0.000 0 159 18" STEEL FLARED END SECTION EA 840.0000 7,560.00 0.000 0 160 24" STEEL FLARED END SECTION EA 920.0000 1,840.00 0.000 0 161 30" STEEL FLARED END SECTION EA 1,340.0000 5,360.00 0.000 0 162 36" STEEL FLARED END SECTION EA 1,480.0000 1,480.00 0.000 0 163 48" STEEL FLARED END SECTION EA 2,070.0000 4,140.00 0.000 0 164 60" STEEL FLARED END SECTION EA 2,900.0000 2,900.00 0.000 0 165 24" CONCRETE FLARED END SECTION EA 2,600.0000 23,400.00 0.000 0 166 ABANDON CULVERT (LF) LF 68.0000 20,400.00 0.000 0 167 REMOVE CULVERT (LF) LF 38.2000 60,356.00 0.000 0 168 REMOVE SLOTTED DRAIN (LF) LF 42.0000 13,440.00 0.000 0 169 REMOVE INLET EA 1,690.0000 40,560.00 0.000 0 170 REMOVE HEADWALL EA 3,010.0000 36,120.00 0.000 0 171 REMOVE FLARED END SECTION (EA) EA 740.0000 9,620.00 0.000 0 172 CLEANING, INSPECTING, AND PREPARING LF 107.0000 32,100.00 0.000 0 CULVERT (LF) 173 SAND BACKFILL CY 725.0000 18,125.00 0.000 0 174 18" CURED-IN-PLACE PIPELINER LF 550.0000 104,500.00 0.000 0 175 24" CURED-IN-PLACE PIPELINER LF 538.0000 64,560.00 0.000 0 176 GABION CY 1,824.4300 12,771.01 0.000 0 (F) 177 ROCK SLOPE PROTECTION (3/8 T, CLASS VI, CY 208.0000 6,864.00 0.000 0 METHOD B) (CY) 178 ROCK SLOPE PROTECTION (1/4 T, CLASS V, CY 195.0000 15,600.00 0.000 0 METHOD B) (CY) 179 ROCK SLOPE PROTECTION (300 LB, CLASS IV, CY 223.0000 3,122.00 0.000 0 METHOD B) (CY) 180 ROCK SLOPE PROTECTION (150 LB, CLASS CY 204.0000 89,760.00 0.000 0 III, METHOD B) (CY) 181 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 208.0000 2,912.00 0.000 0 METHOD B) (CY) 182 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 176.0000 84,480.00 0.000 0 METHOD B) (CY) 183 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 40.0000 43,200.00 0.000 0 184 MINOR CONCRETE (CURB) (CY) CY 665.0000 272,650.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 07/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H5904 TIME 08:23 AM ESTIMATE NO. 002 BID OPENING 02/03/26 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: RUZIC, JOHN DATE OF THIS ESTIMATE 07/22/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 MINOR CONCRETE (GUTTER) (LF) LF 61.0000 104,859.00 0.000 0 186 DETECTABLE WARNING SURFACE SQFT 43.0000 2,580.00 0.000 0 187 MINOR CONCRETE (CURB AND GUTTER) CY 1,400.0000 43,400.00 0.000 0 188 MINOR CONCRETE (STAMPED CONCRETE) SQFT 15.2000 784,320.00 0.000 0 189 MINOR CONCRETE (SIDEWALK) CY 1,960.0000 41,160.00 0.000 0 190 MINOR CONCRETE (CURB RAMP) CY 3,570.0000 14,280.00 0.000 0 191 REMOVE CONCRETE CURB (LF) LF 47.2200 5,666.40 0.000 0 192 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 25.0000 4,500.00 0.000 0 193 REMOVE CONCRETE (CURB AND GUTTER) LF 20.0000 7,000.00 0.000 0 194 PRE/POST CONSTRUCTION SURVEYS EA 5,500.0000 11,000.00 0.000 0 195 MISCELLANEOUS IRON AND STEEL LB 4.8000 98,241.60 0.000 0 (F) 196 MISCELLANEOUS METAL (BRIDGE) LB 15.4100 5,085.30 0.000 0 (F) 197 PREPARE AND STAIN CONCRETE SQFT 4.9500 116,201.25 0.000 0 198 FENCE (TYPE WM, METAL POST) LF 20.4000 90,372.00 0.000 0 199 WILDLIFE FENCE (TYPE WM, METAL POST) LF 37.0000 728,900.00 0.000 0 200 CHAIN LINK FENCE (TYPE CL-6) LF 174.0000 3,654.00 0.000 0 201 5' CHAIN LINK GATE (TYPE CL-6) EA 2,500.0000 2,500.00 0.000 0 202 REMOVE FENCE LF 5.5000 79,200.00 770.000 4,235.00 770.000 4,235 203 WILDLIFE ESCAPE RAMP (EA) EA 33,194.0600 165,970.30 0.000 0 204 CONCRETE BARRIER DELINEATOR (16-INCH) EA 50.0000 12,500.00 0.000 0 205 DELINEATOR (CLASS 2) EA 95.0000 31,350.00 0.000 0 206 GUARD RAILING DELINEATOR EA 1,000.0000 65,000.00 0.000 0 207 PAVEMENT MARKER EA 15.0000 34,050.00 0.000 0 (RETROREFLECTIVE-RECESSED) 208 MILEPOST MARKER EA 105.0000 1,575.00 0.000 0 209 MARKER (CULVERT) EA 105.0000 5,460.00 0.000 0 210 TREATMENT BEST MANAGEMENT PRACTICE EA 105.0000 5,040.00 0.000 0 MARKER 211 SNOW POLE MARKER EA 75.0000 21,750.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 07/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H5904 TIME 08:23 AM ESTIMATE NO. 002 BID OPENING 02/03/26 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: RUZIC, JOHN DATE OF THIS ESTIMATE 07/22/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 OBJECT MARKER (TYPE L-2) EA 85.0000 13,600.00 0.000 0 213 REMOVE MARKER EA 45.0000 1,935.00 0.000 0 214 REMOVE ROADSIDE SIGN EA 250.0000 27,500.00 0.000 0 215 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 250.0000 14,250.00 0.000 0 BRACKET METHOD) 216 ROADSIDE SIGN (TURNABLE METAL POST) EA 400.0000 2,000.00 0.000 0 217 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 15.0000 37,200.00 0.000 0 218 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 38.2500 4,972.50 0.000 0 219 FURNISH LAMINATED PANEL SIGN (2 SQFT 51.0000 6,120.00 0.000 0 1/2"-TYPE B) 220 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 10,920.00 0.000 0 (0.063"-UNFRAMED) 221 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 18,000.00 0.000 0 (0.080"-UNFRAMED) 222 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 28.0000 3,080.00 0.000 0 (0.063"-FRAMED) 223 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 29.0000 14,210.00 0.000 0 (0.080"-FRAMED) 224 ROADSIDE SIGN - ONE POST EA 750.0000 82,500.00 0.000 0 225 ROADSIDE SIGN - TWO POST EA 950.0000 13,300.00 0.000 0 226 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 350.0000 20,650.00 0.000 0 METHOD) 227 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 2,300.0000 9,200.00 0.000 0 BOX POST) 228 FURNISH LAMINATED WOOD BOX POST (TYPE L) EA 2,756.0000 5,512.00 0.000 0 229 FURNISH LAMINATED WOOD BOX POST (TYPE M) EA 2,970.0000 17,820.00 0.000 0 230 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 35.7500 600,600.00 0.000 0 231 CHAIN LINK RAILING (TYPE 7) LF 165.0000 92,730.00 0.000 0 (F) 232 CONCRETE BARRIER (TYPE 842SV) LF 313.1000 46,965.00 0.000 0 (F) 233 CABLE RAILING LF 105.0000 216,720.00 0.000 0 (F) 234 TRANSITION RAILING (TYPE AGT) EA 3,500.0000 31,500.00 0.000 0 235 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,350.0000 37,800.00 0.000 0 236 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 3,450.0000 72,450.00 0.000 0 237 BURIED POST END ANCHOR (TYPE B-S) EA 2,700.0000 29,700.00 0.000 0 238 ALTERNATIVE CRASH CUSHION TL-3 EA 35,000.0000 35,000.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 07/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H5904 TIME 08:23 AM ESTIMATE NO. 002 BID OPENING 02/03/26 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: RUZIC, JOHN DATE OF THIS ESTIMATE 07/22/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 CONCRETE BARRIER (TYPE 60M) LF 123.0000 765,060.00 0.000 0 240 CONCRETE BARRIER (TYPE 60MC) LF 155.0000 1,612,000.00 0.000 0 241 CONCRETE BARRIER (TYPE 60MD) LF 115.0000 272,435.00 0.000 0 242 CONCRETE BARRIER (TYPE 60MF) LF 985.0000 275,800.00 0.000 0 243 CONCRETE BARRIER TRANSITION LF 985.0000 103,425.00 0.000 0 (F) 244 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 312.2400 675,687.36 0.000 0 (F) 245 REMOVE GUARDRAIL LF 25.0000 320,000.00 1,368.000 34,200.00 5,831.000 145,775 246 REMOVE CONCRETE BARRIER LF 60.1200 877,752.00 356.000 21,402 247 CONCRETE BARRIER (TYPE 732SW MODIFIED) LF 421.6500 118,483.65 0.000 0 (F) 248 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 10.0000 18,800.00 0.000 0 WET NIGHT VISIBILITY) 249 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 1,056.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 250 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 22,960.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 251 PAINT TRAFFIC STRIPE (2-COAT) LF 0.7000 532.00 0.000 0 252 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 72,840.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 253 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.9000 855.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 254 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 3,108.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 255 12" THERMOPLASTIC TRAFFIC STRIPE LF 10.0000 40,800.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 256 REMOVE TRAFFIC STRIPE (HIGH-PRESSURE LF 0.9000 369,900.00 67,642.000 60,877 WATER BLASTING) 257 12" RUMBLE STRIP (ASPHALT CONCRETE STA 25.0000 12,250.00 0.000 0 PAVEMENT) 258 12" RUMBLE STRIP (CONCRETE PAVEMENT) STA 150.0000 33,000.00 0.000 0 259 METHYL METHACRYLATE PAINT PAVEMENT SQFT 22.0000 40,040.00 0.000 0 MARKING 260 6" METHYL METHACRYLATE PAINT TRAFFIC LF 6.3500 400,050.00 0.000 0 STRIPE (RECESSED) 261 6" METHYL METHACRYLATE PAINT TRAFFIC LF 3.0000 750.00 0.000 0 STRIPE (RECESSED, BROKEN 17-7) 262 6" METHYL METHACRYLATE PAINT TRAFFIC LF 3.0000 116,100.00 0.000 0 STRIPE (RECESSED, BROKEN 36-12) 263 8" METHYL METHACRYLATE PAINT TRAFFIC LF 3.0000 15,840.00 0.000 0 STRIPE (RECESSED, BROKEN 12-3) PROGRAM CAS145 PAGE 11 DATE 07/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H5904 TIME 08:23 AM ESTIMATE NO. 002 BID OPENING 02/03/26 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: RUZIC, JOHN DATE OF THIS ESTIMATE 07/22/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 264 12" METHYL METHACRYLATE PAINT TRAFFIC LF 10.0000 37,700.00 0.000 0 STRIPE (RECESSED) 265 CONTRAST STRIPE PAINT (2-COAT) LF 0.4500 28,215.00 0.000 0 266 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 15.5000 34,410.00 0.000 0 (WARRANTY) 267 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,590.0000 1,590.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 268 SIGN ILLUMINATION SYSTEM LS 48,970.0000 48,970.00 0.000 0 269 CHANGEABLE MESSAGE SIGN SYSTEM LS 1,803,440.0000 1,803,440.00 0.000 0 270 VARIABLE MESSAGE SIGN SYSTEM LS 204,740.0000 204,740.00 0.000 0 271 ROADWAY WEATHER INFORMATION SYSTEM LS 509,790.0000 509,790.00 0.000 0 272 CAMERA SYSTEMS LS 633,380.0000 633,380.00 0.000 0 273 MODIFYING FIBER OPTIC CABLE SYSTEMS LS 2,037,500.0000 2,037,500.00 0.000 0 274 MODIFYING LIGHTING SYSTEMS LS 979,970.0000 979,970.00 0.025 24,499.25 0.025 24,499 275 MODIFYING TRAFFIC MONITORING STATIONS LS 10,330.0000 10,330.00 0.000 0 276 REMOVING SIGN ILLUMINATION SYSTEMS LS 15,210.0000 15,210.00 0.415 6,312.15 0.415 6,312 277 REMOVING CHANGEABLE MESSAGE SIGN SYSTEMS LS 34,700.0000 34,700.00 0.384 13,324.80 0.384 13,324 278 REMOVING EXTINGUISHABLE MESSAGE SIGN LS 19,510.0000 19,510.00 0.000 0 SYSTEMS 279 REMOVING ROADWAY WEATHER INFORMATION LS 17,730.0000 17,730.00 0.170 3,014.10 0.170 3,014 SYSTEMS 280 2" CONDUIT (BRIDGE) LS 50,420.0000 50,420.00 0.000 0 281 3" CONDUIT (BRIDGE) LS 40,190.0000 40,190.00 0.000 0 282 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 283 12' X 12' PRECAST CONCRETE BOX CULVERT LF 7,000.0000 2,310,000.00 0.000 0 284 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 285 ISOLATION JOINT SEAL (ASPHALT RUBBER) LF 6.7000 58,759.00 0.000 0 286 MINOR CONCRETE CY 836.0000 76,076.00 0.000 0 (F) PROGRAM CAS145 PAGE 12 DATE 07/22/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H5904 TIME 08:23 AM ESTIMATE NO. 002 BID OPENING 02/03/26 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: RUZIC, JOHN DATE OF THIS ESTIMATE 07/22/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,663,831.27 4,193,066.94 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,663,831.27 4,193,066.94 287 MOBILIZATION LS 10,700,000.0000 10,700,000.00 0.000 0 ORIGINAL CONTRACT AMOUNT 107,438,870.36 TOTAL WORK COMPLETED 1,663,831.27 4,193,066.94 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,663,831.27 4,193,066.94 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 04/13/26 585 05/26/26 05/26/26 01/21/28 35 5 0 0 4% 6% PROGRESS IS SATISFACTORY RUZIC, JOHN RESIDENT ENGINEER