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 06/18/25 EST. NO. 022 TIME 10:05 AM R.E. NAME: JOHN RUZIC 03-3F0704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 022 0001 30,981.50 E.W. @ F.A.(+) 102024 N 0031.0 30,981.50 TOTAL THIS ESTIMATE 549,164.78 TOTAL PREVIOUS ESTIMATE 580,146.28 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 06/18/25 EST. NO. 022 TIME 10:05 AM R.E. NAME: JOHN RUZIC 03-3F0704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FHWA-1391 -10,000.00 012 FHWA-1391 10,000.00 013 0.00 0.00 LABOR COMPLIANCE VIOLATION DEDUCT LTTR 10/23 -10,000.00 002 DEDUCT LETTER 11/23 -10,000.00 003 DELIQUENT PAYROLL -5,000.00 004 DEDUCT LETTER 1/24 -10,000.00 005 DELIQUENT PAYROLL 5,000.00 005 RETURN LETTER 10/23 10,000.00 005 RETURN LETTER 11/23 10,000.00 005 DEDUCT LETTER 2/24 -5,000.00 006 RETURN LETTER 1/24 10,000.00 006 DEDUCT LETTER 3/24 -7,000.00 007 RETURN LETTER 2/24 5,000.00 007 DEDUCT LETTER 4/24 -10,000.00 008 RETURN LETTER 3/24 7,000.00 008 DEDUCT LETTER 5/24 -10,000.00 009 DEDUCT LTTR 6/24 -2,000.00 010 RTN LTTR 5/24 10,000.00 010 DEDUCT LETTER 7/24 -10,000.00 011 RETURN LETTER 4/24 10,000.00 011 RETURN LETTER 6/24 2,000.00 011 DEDUCT LETTER 8/24 -10,000.00 012 RETURN LETTER 8/24 10,000.00 013 DEDUCT LETTER 10/24 -10,000.00 014 RETURN LETTER 7/24 10,000.00 014 DEDUCT LETTER 11/24 -9,000.00 015 RETURN LETTER 10/24 10,000.00 015 RETURN LETTER 11/24 9,000.00 016 DEDUCT LETTER 12/24 -10,000.00 016 DEDUCT LETTER 1/25 -10,000.00 017 DEDUCT LETTER 2/25 -10,000.00 018 RETURN LETTER 12/24 10,000.00 018 DEDUCT LETTER 3/25 -10,000.00 019 DEDUCT LETTER 4/25 -10,000.00 020 RETURN LETTER 1/25 10,000.00 020 RETURN LETTER 2/25 10,000.00 020 RETURN LETTER 3/25 10,000.00 020 DEDUCT LETTER 5/25 -10,000.00 021 RETURN LETTER 5/25 10,000.00 022 10,000.00 -10,000.00 LIQUIDATED DAMAGES LATE LC OPENING -5,500.00 018 0.00 -5,500.00 OVERBID ITEMS OVERBID ITEM NO. 239 -0.04 001 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 06/18/25 EST. NO. 022 TIME 10:05 AM R.E. NAME: JOHN RUZIC 03-3F0704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEM NO. 239 -0.04 002 OVERBID ITEM NO. 239 -0.08 006 OVERBID ITEM NO. 239 -0.09 014 0.00 -0.25 TOTAL DEDUCTIONS 10,000.00 -15,500.25 PROGRAM CAS145 PAGE 1 DATE 06/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F0704 TIME 10:05 AM ESTIMATE NO. 022 BID OPENING 08/18/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: JOHN RUZIC DATE OF THIS ESTIMATE 06/18/25 LOCATION PROGRESS ESTIMATE 03-SAC-51-0.2/3.5 ----------------- AMERICAN RIVER CONSTRUCTORS A SACRAMENTO COUNTY IN SACRAMENTO FROM 0.4 JOINT VENTURE MILE SOUTH OF ELVAS UNDERPASS TO 0.1 MILE P.O. BOX 50085 NORTH OF EXPOSITION BOULEVARD WATSONVILLE CA 95077 FED. AID NO. ACNH-P051(39)E DECK REPLACEMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,916.3000 1,916.30 1.000 1,916 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 7,150.0000 7,150.00 0.031 221.65 0.623 4,454 003 TIME-RELATED OVERHEAD (LS) LS 14,969,829.7300 14,969,829.73 0.031 464,064.72 0.623 9,326,203 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 54,000.00 8.000 48,000 005 HOURLY OFF-SITE HR 200.0000 36,000.00 16.000 3,200 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 300,392.0800 300,392.08 1.000 300,392 007 CONSTRUCTION AREA SIGNS LS 39,896.3700 39,896.37 0.750 29,922 008 TRAFFIC CONTROL SYSTEM LS 3,153,185.1800 3,153,185.18 0.031 97,748.74 0.623 1,964,434 009 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.4700 1,126.44 126.000 563 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5100 65,640.57 9,333.000 4,759.83 93,447.000 47,657 011 PLASTIC TRAFFIC DRUMS EA 64.9000 454.30 7.000 454 012 PORTABLE RADAR SPEED FEEDBACK SIGN LS 57,343.3000 57,343.30 0.031 1,777.64 0.623 35,724 SYSTEMS (LS) 013 TEMPORARY PAVEMENT MARKER EA 5.7500 13,374.50 282.000 1,621.50 1,867.000 10,735 014 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 177,712.0200 177,712.02 0.031 5,509.07 0.623 110,714 015 END OF QUEUE MONITORING SYSTEM LS 82,500.0000 82,500.00 1.000 82,500 016 TEMPORARY RAILING (TYPE K) LF 43.5800 1,399,789.60 23,250.000 1,013,235 017 ALTERNATIVE TEMPORARY CRASH CUSHION EA 4,152.1300 78,890.47 14.000 58,129 SYSTEM 018 TEMPORARY TRAFFIC SCREEN LF 9.4800 118,367.28 7,652.000 72,540 019 JOB SITE MANAGEMENT LS 455,501.1200 455,501.12 0.031 14,120.53 0.623 283,777 020 PREPARE STORM WATER POLLUTION PREVENTION LS 1,320.0000 1,320.00 0.900 1,188 PLAN 021 RAIN EVENT ACTION PLAN EA 500.0000 47,000.00 33.000 16,500 022 STORM WATER SAMPLING AND ANALYSIS DAY EA 313.5000 45,457.50 33.000 10,345 PROGRAM CAS145 PAGE 2 DATE 06/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F0704 TIME 10:05 AM ESTIMATE NO. 022 BID OPENING 08/18/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: JOHN RUZIC DATE OF THIS ESTIMATE 06/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 1.000 2,000 024 TEMPORARY EROSION CONTROL BLANKET SQYD 7.6600 38,300.00 5,643.430 43,228 025 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 942.8600 22,628.64 9.000 8,485 CONTROL) 026 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 1.1100 83,250.00 41,235.000 45,770 MATRIX) 027 TEMPORARY COVER SQYD 5.0400 25,200.00 3,561.048 17,947 028 TEMPORARY CHECK DAM LF 16.2200 6,488.00 28.000 454 029 TEMPORARY DRAINAGE INLET PROTECTION EA 197.5600 5,926.80 13.000 2,568 030 TEMPORARY FIBER ROLL LF 6.3000 38,178.00 6,680.000 42,084 031 TEMPORARY GRAVEL BAG BERM LF 54.7600 4,380.80 107.000 5,859 032 TEMPORARY SILT FENCE LF 20.7400 41,480.00 1,730.000 35,880 033 TEMPORARY CONSTRUCTION ENTRANCE EA 9,981.8600 49,909.30 6.000 59,891 034 STREET SWEEPING LS 536,928.2100 536,928.21 0.031 16,644.77 0.623 334,506 035 TEMPORARY CONCRETE WASHOUT LS 107,222.5000 107,222.50 0.031 3,323.90 0.623 66,799 036 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 250.0000 26,250.00 100.000 25,000 037 WATER QUALITY MONITORING REPORT EA 225.0000 1,575.00 7.000 1,575 038 WATER QUALITY ANNUAL REPORT EA 650.0000 1,950.00 3.000 1,950 039 ASBESTOS COMPLIANCE PLAN LS 5,500.0000 5,500.00 1.000 5,500 040 REMOVE ASBESTOS CEMENT PIPE LF 267.3200 13,366.00 153.000 40,899 041 WORK AREA MONITORING (BRIDGE) LS 28,474.8400 28,474.84 0.700 19,932 042 TREATED WOOD WASTE LB 0.7400 2,170.42 2,933.000 2,170 043 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 536,620.5000 536,620.50 0.031 16,635.24 0.623 334,314 044 ACOUSTIC BLANKETS LF 285.2100 142,605.00 500.000 142,605 045 CLEARING AND GRUBBING (LS) LS 3,422,747.3700 3,422,747.37 1.000 3,422,747 046 ROADWAY EXCAVATION CY 147.4200 1,430,121.42 11,173.000 1,647,123 047 STRUCTURE EXCAVATION (BRIDGE) CY 1,017.5700 742,826.10 730.000 742,826 (F) 048 STRUCTURE EXCAVATION (TYPE A) CY 205.2100 281,342.91 771.000 158,216 (F) 049 STRUCTURE EXCAVATION (RETAINING WALL) CY 177.2500 258,785.00 1,460.000 258,785 (F) PROGRAM CAS145 PAGE 3 DATE 06/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F0704 TIME 10:05 AM ESTIMATE NO. 022 BID OPENING 08/18/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: JOHN RUZIC DATE OF THIS ESTIMATE 06/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE EXCAVATION (SOUND WALL) CY 329.4400 6,918.24 21.000 6,918 (F) 051 STRUCTURE BACKFILL (BRIDGE) CY 377.6700 218,293.26 480.000 181,281 (F) 052 STRUCTURE BACKFILL (RETAINING WALL) CY 269.8500 596,098.65 2,209.000 596,098 (F) 053 STRUCTURE BACKFILL (SOUND WALL) CY 1,495.6300 19,443.19 13.000 19,443 (F) 054 DITCH EXCAVATION CY 197.6200 10,473.86 0.000 0 055 IMPORTED BORROW (LEVEE) (CY) CY 95.6400 242,351.76 2,534.000 242,351 056 SOIL DECOMPACTION SQFT 0.1400 64,850.80 55,916.000 7,828 057 PIEZOMETER EA 69,025.0000 69,025.00 1.000 69,025 058 WOOD MULCH CY 73.8300 45,331.62 0.000 0 059 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,874.4900 18,744.90 2.000 3,748 060 DRILL SEED (ACRE) ACRE 7,113.3800 10,670.07 0.000 0 061 BONDED FIBER MATRIX (TYPE 1) SQFT 0.2700 196,717.95 55,916.000 15,097 062 BONDED FIBER MATRIX (TYPE 2) SQFT 0.2900 34,638.76 84,701.000 24,563 063 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.0600 93,737.92 88,524.000 93,835 064 FIBER ROLLS LF 5.0200 68,126.42 7,500.000 37,650 065 STRAW SQFT 0.1100 7,269.57 0.000 0 066 COMPOST (CY) CY 50.5400 263,717.72 895.840 45,275 067 INCORPORATE MATERIALS SQFT 0.0300 23,783.40 55,916.000 1,677 068 PERMANENT EROSION CONTROL ESTABLISHMENT LS 51,910.0700 51,910.07 0.000 0 WORK 069 FINISHING ROADWAY LS 23,769.6900 23,769.69 0.000 0 070 PERMEABLE AGGREGATE BASE (PAB) CY 200.4200 25,052.50 500.000 100,210 071 CLASS 2 AGGREGATE BASE (CY) CY 112.9400 997,147.26 8,420.696 951,033 072 CHIP SEAL SQFT 7.6500 110,925.00 0.000 0 073 HOT MIX ASPHALT (TYPE A) TON 156.5300 1,962,416.61 13,449.090 2,105,186 074 HOT MIX ASPHALT-OPEN GRADED (OPEN GRADED TON 164.9500 733,532.65 0.000 0 FRICTION COURSE) 075 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 9.3300 10,468.26 0.000 0 076 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 23.1000 6,745.20 292.000 6,745 AREA) PROGRAM CAS145 PAGE 4 DATE 06/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F0704 TIME 10:05 AM ESTIMATE NO. 022 BID OPENING 08/18/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: JOHN RUZIC DATE OF THIS ESTIMATE 06/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 TACK COAT TON 4,449.5000 88,990.00 10.560 46,986 078 REMOVE ASPHALT CONCRETE DIKE LF 8.0000 3,136.00 0.000 0 079 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 9.6700 384,121.41 4,510.470 43,616 080 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 2,038.8400 509,710.00 0.000 0 081 INSTALL MECHANICALLY STABILIZED SQFT 197.5500 2,369,019.60 11,992.000 2,369,019 (F) EMBANKMENT 082 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 296.5100 536,979.61 1,891.000 560,700 083 INSTALL STEEL SHEET PILING SQFT 109.3500 1,720,294.20 15,732.000 1,720,294 084 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 3,240.1500 103,684.80 0.000 0 (SIGN FOUNDATION) 085 72" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 3,621.7900 126,762.65 0.000 0 (SIGN FOUNDATION) 086 78" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 3,737.8600 134,562.96 0.000 0 (SIGN FOUNDATION) 087 SEAL COURSE CONCRETE CY 1,249.6500 1,238,403.15 87.000 108,719 088 REMOVE SEAL COURSE CY 196.8600 37,797.12 86.000 16,929 089 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,067.6400 104,628.72 106.000 113,169 (F) 090 STRUCTURAL CONCRETE, BRIDGE CY 3,022.3900 4,575,898.46 198.000 598,433.22 1,272.000 3,844,480 (F) 091 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 2,456.0600 8,930,234.16 3,636.000 8,930,234 (F) FIBER) 092 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 2,130.3900 14,252,309.10 730.000 1,555,184.70 3,880.000 8,265,913 (F) FIBER, LIGHTWEIGHT) 093 STRUCTURAL CONCRETE, RETAINING WALL CY 989.2900 1,100,090.48 1,112.000 1,100,090 (F) 094 STRUCTURAL CONCRETE, SOUND WALL CY 2,749.4700 21,995.76 8.000 21,995 (F) 095 STRUCTURAL CONCRETE, BARRIER SLAB CY 901.5500 573,385.80 636.000 573,385 (F) 096 STRUCTURAL CONCRETE, PIER PROTECTION CY 591.3000 354,780.00 1,457.000 861,524 (F) 097 AGGREGATE BASE (APPROACH SLAB) CY 1,334.7100 36,037.17 17.000 22,690 098 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,660.0300 132,802.40 80.000 132,802 (F) N) 099 STRUCTURAL CONCRETE, BOX CULVERT CY 4,160.5600 715,616.32 172.000 715,616 (F) 100 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,962.2300 419,996.38 83.070 329,142 (F) 101 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,361.2200 367,529.40 203.000 276,327 R MODIFIED) 102 MINOR CONCRETE (MINOR STRUCTURE) CY 2,690.4272 2,959.47 1.000 2,690 (F) 103 MINOR CONCRETE (BACKFILL) CY 2,641.1250 1,056.45 0.400 1,056 (F) PROGRAM CAS145 PAGE 5 DATE 06/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F0704 TIME 10:05 AM ESTIMATE NO. 022 BID OPENING 08/18/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: JOHN RUZIC DATE OF THIS ESTIMATE 06/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 CONCRETE SURFACE TEXTURE (SPLITFACED SQFT 91.9800 286,057.80 1,400.000 128,772.00 3,110.000 286,057 (F) ASHLAR) 105 DRILL AND BOND DOWEL LF 53.2100 671,510.20 856.000 45,547.76 6,862.000 365,127 106 JOINT SEAL (MR 1/2") LF 83.2300 10,653.44 0.000 0 107 JOINT SEAL (MR 1") LF 93.6100 243,011.56 1,668.000 156,141 108 JOINT SEAL (MR 1 1/2") LF 106.7900 148,117.73 716.000 76,461 109 JOINT SEAL (TYPE AL) LF 18.4500 72,785.25 7.000 129 110 BAR REINFORCING STEEL (BRIDGE) LB 1.6500 6,792,324.00 294,362.000 485,697.30 3,157,571.140 5,209,992 (F) 111 BAR REINFORCING STEEL (RETAINING WALL) LB 1.8400 216,365.60 117,590.000 216,365 (F) 112 BAR REINFORCING STEEL (SOUND WALL) LB 5.3500 4,413.75 825.000 4,413 (F) 113 BAR REINFORCING STEEL (BOX CULVERT) LB 2.0500 60,475.00 29,500.000 60,475 (F) 114 BAR REINFORCING STEEL (PIER PROTECTION) LB 3.0500 45,826.25 20,210.000 61,640 (F) 115 ERECT STRUCTURAL STEEL (BRIDGE) LB 1.0600 3,374,071.16 3,183,085.000 3,374,070 (F) 116 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 6.8600 775,180.00 0.000 0 117 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.7100 80,230.00 0.000 0 118 ALUMINUM WALKWAY GRATING (VERSATILE SQFT 105.1400 76,752.20 0.000 0 TRUSS) 119 REMOVE SIGN STRUCTURE (EA) EA 12,467.8500 24,935.70 2.000 24,935 120 SOUND WALL (MASONRY BLOCK) SQFT 84.0400 502,895.36 57.500 4,832 (F) 121 CLEAN AND PAINT STRUCTURAL STEEL LS 1,022,506.0300 1,022,506.03 0.940 961,155 122 PUBLIC SAFETY PLAN LS 2,475.0000 2,475.00 0.000 0 123 REMOVE CONCRETE DECK SURFACE SQFT 11.4300 2,068.83 0.000 0 124 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 74.1300 13,417.53 0.000 0 125 REFINISH BRIDGE DECK SQFT 224.0900 6,050.43 0.000 0 126 FURNISH POLYESTER CONCRETE OVERLAY CF 148.2600 2,075.64 0.000 0 127 PLACE POLYESTER CONCRETE OVERLAY SQFT 122.9900 22,261.19 0.000 0 (F) 128 REMOVE CHIP SEAL SQFT 0.4600 7,866.00 17,100.000 7,866 129 BRIDGE REMOVAL (PORTION), LOCATION A LS 870,704.2000 870,704.20 1.000 870,704 130 BRIDGE REMOVAL (PORTION), LOCATION B LS 6,355,730.3500 6,355,730.35 0.300 1,906,719.11 1.000 6,355,730 PROGRAM CAS145 PAGE 6 DATE 06/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F0704 TIME 10:05 AM ESTIMATE NO. 022 BID OPENING 08/18/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: JOHN RUZIC DATE OF THIS ESTIMATE 06/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 BRIDGE REMOVAL (PORTION), LOCATION C LS 65,655.3700 65,655.37 1.000 65,655 132 PRESTRESSING STEEL GIRDERS LS 379,227.1200 379,227.12 0.200 75,845.42 0.700 265,458 133 GALVANIC ANODES EA 52.7300 4,640.24 88.000 4,640 134 12" SLOTTED DRAIN LF 210.9800 77,640.64 0.000 0 135 12" PLASTIC PIPE LF 181.6100 15,255.24 84.000 15,255 136 24" PLASTIC PIPE LF 3,273.9600 222,629.28 78.000 255,368 137 60" PLASTIC PIPE LF 2,687.7700 1,343,885.00 500.000 1,343,885 138 18" REINFORCED CONCRETE PIPE LF 225.4500 53,657.10 238.000 53,657 139 24" REINFORCED CONCRETE PIPE LF 235.8700 279,505.95 1,166.000 275,024 140 30" REINFORCED CONCRETE PIPE LF 443.5800 7,540.86 17.000 7,540 141 DRAINAGE INLET MARKER EA 137.5000 2,337.50 0.000 0 142 12" STEEL FLARED END SECTION EA 514.8800 514.88 1.000 514 143 24" STEEL FLARED END SECTION EA 1,396.4200 1,396.42 1.000 1,396 144 INLET DEPRESSION EA 4,528.4900 58,870.37 0.000 0 145 ABANDON CULVERT (EA) EA 14,959.8000 14,959.80 0.500 7,479 146 REMOVE CULVERT (LF) LF 85.5000 9,918.00 33.200 2,838 147 REMOVE SLOTTED DRAIN LF 7.6500 2,815.20 0.000 0 148 REMOVE REINFORCED CONCRETE BOX CULVERT CY 927.8900 8,351.01 9.000 8,351 (CY) 149 REMOVE INLET EA 1,900.4200 5,701.26 3.000 5,701 150 CLEANING, INSPECTING, AND PREPARING LF 185.7400 12,073.10 65.000 12,073 CULVERT (LF) 151 GROUT PORTS EA 70.1400 1,262.52 18.000 1,262 152 INSTALL CULVERT STEEL LINER LB 3.3100 255,863.00 77,300.000 255,863 (F) 153 SLOPE PAVING (CONCRETE) CY 1,141.4600 35,385.26 31.000 35,385 154 ROCK SLOPE PROTECTION (300 LB, CLASS IV, CY 195.7300 8,807.85 63.000 12,330 METHOD B) (CY) 155 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 145.0600 40,471.74 14.000 2,030 METHOD B) (CY) 156 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.6300 2,003.76 99.000 359 157 MINOR CONCRETE (GUTTER) (LF) LF 50.3200 12,680.64 222.000 11,171 PROGRAM CAS145 PAGE 7 DATE 06/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F0704 TIME 10:05 AM ESTIMATE NO. 022 BID OPENING 08/18/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: JOHN RUZIC DATE OF THIS ESTIMATE 06/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 MINOR CONCRETE (SIDEWALK) CY 525.9200 299,774.40 0.000 0 159 MINOR CONCRETE (TEXTURED PAVING) CY 1,333.4300 44,003.19 0.000 0 160 MINOR CONCRETE (CURB, SIDEWALK AND CURB CY 1,634.3200 47,395.28 34.000 55,566 RAMP) 161 REMOVE CONCRETE (CURB AND GUTTER) LF 27.5700 13,399.02 741.400 20,440 162 MODIFY EXISTING PUMP STATION ELECTRICAL LS 70,663.7500 70,663.75 0.650 45,931 163 MISCELLANEOUS IRON AND STEEL LB 2.8000 23,024.40 4,607.000 12,899 (F) 164 MISCELLANEOUS METAL (BRIDGE) LB 8.7400 2,802,349.90 22,406.000 195,828.44 104,923.500 917,031 (F) 165 LIGHTING SYSTEM (COUNTY) LS 678,551.6900 678,551.69 0.094 63,783 166 ADJUST MANHOLE FRAME AND COVER (UTILITY) EA 12,877.9800 38,633.94 1.000 12,877 167 PREPARE AND STAIN CONCRETE SQFT 9.1900 33,084.00 0.000 0 168 CHAIN LINK FENCE (TYPE 3 MODIFIED) LF 215.5300 173,070.59 0.000 0 169 CHAIN LINK FENCE (TYPE CL-6) LF 46.9000 33,580.40 0.000 0 170 12' CHAIN LINK GATE (TYPE CL-6) EA 8,048.4300 24,145.29 0.000 0 171 REMOVE CHAIN LINK FENCE LF 27.5700 1,130.37 41.000 1,130 172 RELOCATE GATE EA 20,978.1800 20,978.18 1.000 20,978 173 REMOVE PAVEMENT MARKER EA 1.2800 1,976.32 1,791.000 2,292 174 DELINEATOR (CLASS 1) EA 109.9500 1,099.50 0.000 0 175 DELINEATOR (CLASS 1, SURFACE MOUNTED) EA 92.3900 4,065.16 0.000 0 176 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.7500 5,462.50 0.000 0 177 MILEPOST MARKER EA 132.0000 528.00 0.000 0 178 TREATMENT BEST MANAGEMENT PRACTICE EA 275.0000 2,475.00 0.000 0 MARKER 179 REMOVE ROADSIDE SIGN EA 192.5000 1,347.50 0.000 0 180 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 170.5000 170.50 0.000 0 BRACKET METHOD) 181 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 35.1400 34,261.50 0.000 0 182 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.7500 866.25 0.000 0 (0.063"-UNFRAMED) 183 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.3000 1,086.80 0.000 0 (0.080"-UNFRAMED) 184 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.2800 1,002.60 0.000 0 (0.063"-FRAMED) PROGRAM CAS145 PAGE 8 DATE 06/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F0704 TIME 10:05 AM ESTIMATE NO. 022 BID OPENING 08/18/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: JOHN RUZIC DATE OF THIS ESTIMATE 06/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 ROADSIDE SIGN (BARRIER MOUNTED) EA 137.5000 275.00 0.000 0 186 ROADSIDE SIGN - ONE POST EA 313.5000 4,702.50 0.000 0 187 ROADSIDE SIGN - TWO POST EA 830.5000 1,661.00 0.000 0 188 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 247.5000 247.50 0.000 0 METHOD) 189 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 51.1100 5,826.54 0.000 0 190 MIDWEST GUARDRAIL SYSTEM (7' STEEL POST) LF 60.3300 46,212.78 0.000 0 191 VEGETATION CONTROL (MINOR CONCRETE) SQYD 146.8400 32,892.16 0.000 0 192 CHAIN LINK RAILING (TYPE 3 MODIFIED) LF 216.4800 427,548.00 0.000 0 (F) 193 CHAIN LINK RAILING (TYPE 7, SLATTED, LF 199.8000 58,541.40 0.000 0 (F) MODIFIED) 194 CONCRETE BARRIER (TYPE 60M MODIFIED) LF 187.4300 107,772.25 0.000 0 195 CONCRETE BARRIER (TYPE 60MGF MODIFIED) LF 407.6700 83,980.02 0.000 0 196 PEDESTRIAN RAILING LF 834.7200 2,365,596.48 0.000 0 (F) 197 CABLE RAILING LF 67.0500 33,927.30 250.000 16,762 (F) 198 TRANSITION RAILING (TYPE WB-31) EA 7,138.8900 7,138.89 0.000 0 199 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2,666.6600 5,333.32 0.000 0 200 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,555.5500 4,555.55 0.000 0 201 CONCRETE BARRIER (TYPE 60MG) LF 192.6900 251,267.76 0.000 0 202 CONCRETE BARRIER (TYPE 60MGC) LF 216.2600 186,632.38 0.000 0 203 CONCRETE BARRIER (TYPE 60MGF) LF 804.0700 100,508.75 0.000 0 204 CONCRETE BARRIER (TYPE 60MA MODIFIED) LF 287.9500 59,029.75 0.000 0 (F) 205 CONCRETE BARRIER (TYPE 60MGA MODIFIED) LF 212.3100 422,921.52 0.000 0 (F) 206 CONCRETE BARRIER (PEDESTRIAN) LF 397.1100 116,750.34 0.000 0 (F) 207 CONCRETE BARRIER (TYPE 842) LF 206.0600 427,780.56 0.000 0 (F) 208 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 273.2700 723,618.96 670.000 183,090 (F) 209 REMOVE GUARDRAIL LF 20.0000 3,800.00 387.500 7,750 210 SALVAGE METAL BRIDGE RAILING LF 15.8300 62,401.86 1,971.000 31,200 211 REMOVE CONCRETE BARRIER LF 59.8300 147,600.61 2,467.000 147,600 PROGRAM CAS145 PAGE 9 DATE 06/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F0704 TIME 10:05 AM ESTIMATE NO. 022 BID OPENING 08/18/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: JOHN RUZIC DATE OF THIS ESTIMATE 06/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 9.5800 5,364.80 0.000 0 WET NIGHT VISIBILITY) 213 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.9600 2,755.20 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 9-3) 214 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2100 2,783.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 215 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2100 12,281.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 216 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0900 185.30 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 217 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.7900 22,017.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 218 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.1900 1,244.10 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 219 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.8700 4,879.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 220 12" THERMOPLASTIC TRAFFIC STRIPE LF 5.1100 5,416.60 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 221 REMOVE TRAFFIC STRIPE (HIGH PRESSURE LF 1.5500 134,164.90 39,089.000 60,587 WATER BLASTING) 222 BAT ROOST LS 41,113.5800 41,113.58 0.000 0 223 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 10.2200 74,963.70 0.000 0 (WARRANTY) 224 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 6.3900 46,870.65 0.000 0 (WARRANTY) (BROKEN 36-12) 225 LOCATING AND MAPPING UNDERGROUND LS 71,500.0000 71,500.00 0.500 35,750 FACILITIES 226 ROADSIDE WEATHER INFORMATION SYSTEM LS 287,598.0700 287,598.07 0.070 20,131 227 LIGHTING SYSTEM LS 231,426.5700 231,426.57 0.990 229,112 228 TRAFFIC MONITORING STATION SYSTEM LS 493,185.7500 493,185.75 0.140 69,046 229 CAMERA SYSTEMS LS 567,893.8400 567,893.84 0.145 82,344 230 FIBER OPTIC CABLE SYSTEMS LS 350,510.1500 350,510.15 0.240 84,122 231 TEMPORARY LIGHTING SYSTEMS LS 370,731.8800 370,731.88 0.963 357,014 232 REMOVE CAMERA SYSTEM LS 23,592.0300 23,592.03 0.000 0 233 MODIFYING TRAFFIC MONITORING STATIONS LS 35,949.7600 35,949.76 0.440 15,817 234 REMOVING LIGHTING SYSTEMS LS 16,851.4500 16,851.45 1.000 16,851 235 REMOVING SIGN ILLUMINATION SYSTEMS LS 24,715.4600 24,715.46 0.750 18,536 236 REMOVING TRAFFIC MONITORING STATIONS LS 26,962.3200 26,962.32 0.750 20,221 PROGRAM CAS145 PAGE 10 DATE 06/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F0704 TIME 10:05 AM ESTIMATE NO. 022 BID OPENING 08/18/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: JOHN RUZIC DATE OF THIS ESTIMATE 06/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 237 REMOVING VARIABLE MESSAGE SIGN SYSTEMS LS 1.1200 1.12 1.000 1.12 1.000 1 238 2" CONDUIT (BRIDGE) LS 150,624.6200 150,624.62 0.050 7,531.23 1.000 150,624 PROGRAM CAS145 PAGE 11 DATE 06/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F0704 TIME 10:05 AM ESTIMATE NO. 022 BID OPENING 08/18/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/25 R.E. NAME: JOHN RUZIC DATE OF THIS ESTIMATE 06/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 5,625,987.89 78,835,911.74 ADJUSTMENT OF COMPENSATION 0.00 351,229.65 EXTRA WORK 30,981.50 228,916.63 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 5,656,969.39 79,416,058.02 239 MOBILIZATION (MARINE ACCESS) LS 19,657,422.0000 19,657,422.00 1.000 19,657,422 ORIGINAL CONTRACT AMOUNT 131,049,478.34 TOTAL WORK COMPLETED 5,656,969.39 99,073,480.02 MATERIALS ON HAND ON SITE 883,600.16 DEDUCTIONS 10,000.00 -15,500.25 TOTAL 5,666,969.39 99,941,579.93 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 239 MOBILIZATION (MARINE ACCESS) 19,657,421.75 19,657,422.00 0.25 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 08/28/23 900 09/05/23 09/05/23 08/03/26 422 0 0 0 75% 47% PROGRESS IS SATISFACTORY JOHN RUZIC RESIDENT ENGINEER