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 06/24/26 EST. NO. 001 TIME 08:51 AM R.E. NAME: ALTERTON, NATHAN 03-0J4004 --------------------------------------------------------------------------- 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 06/24/26 EST. NO. 001 TIME 08:51 AM R.E. NAME: ALTERTON, NATHAN 03-0J4004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/24/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0J4004 TIME 08:51 AM ESTIMATE NO. 001 BID OPENING 01/14/26 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/26 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 06/24/26 LOCATION PROGRESS ESTIMATE 03-ED-50-18.7/22.9 ----------------- 03-ED-50-24.2/R29.1 GRANITE CONSTRUCTION COMPANY EL DORADO COUNTY IN AND NEAR PLACERVILLE PO BOX 742478 FROM 0.1 MILE WEST OF CARSON ROAD LOS ANGELES CA 90074 OVERCROSSING TO 5 MILE ROAD AND FROM 1.0 MILE EAST OF CAMINO HEIGHTS ROAD TO 0.3 FED. AID NO. ACNH-P050(159) COLD PLANE AC PVMT, HMA, RCP, CONC BARRIER ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,463.0100 2,463.01 1.000 2,463.01 1.000 2,463 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 5,000.0000 5,000.00 0.000 0 003 TIME-RELATED OVERHEAD (LS) LS 1,491,942.3600 1,491,942.36 0.114 170,081.43 0.114 170,081 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 42,000.00 1.000 6,000.00 1.000 6,000 005 HOURLY OFF-SITE HR 200.0000 24,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 22,449.1000 22,449.10 0.114 2,559.20 0.114 2,559 007 CONSTRUCTION AREA SIGNS LS 32,500.0000 32,500.00 0.280 9,100.00 0.280 9,100 008 TRAFFIC CONTROL SYSTEM LS 1,374,787.0000 1,374,787.00 0.114 156,725.72 0.114 156,725 009 TYPE III BARRICADE EA 215.3300 29,284.88 10.000 2,153.30 10.000 2,153 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.9100 31,850.00 34,985.000 31,836.35 34,985.000 31,836 011 TRAFFIC DRUM EA 54.8600 100,393.80 174.000 9,545.64 174.000 9,545 012 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 11.0900 11,090.00 0.000 0 SYSTEM 013 TEMPORARY PAVEMENT MARKER EA 5.0500 7,474.00 0.000 0 014 TEMPORARY BARRIER SYSTEM LF 1.3000 371,800.00 21,340.000 27,742.00 21,340.000 27,742 015 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 21,719.1200 21,719.12 0.000 0 016 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 33,935.0800 33,935.08 0.114 3,868.60 0.114 3,868 017 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 018 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 019 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 020 TEMPORARY CRASH CUSHION TL-3 EA 2,332.1300 202,895.31 7.000 16,324.91 7.000 16,324 021 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 89.4100 7,152.80 0.000 0 022 JOB SITE MANAGEMENT LS 42,730.2900 42,730.29 0.114 4,871.25 0.114 4,871 PROGRAM CAS145 PAGE 2 DATE 06/24/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0J4004 TIME 08:51 AM ESTIMATE NO. 001 BID OPENING 01/14/26 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/26 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 06/24/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STORMWATER POLLUTION PREVENTION PLAN LS 3,450.0000 3,450.00 0.114 393.30 0.114 393 024 STORMWATER ANNUAL REPORT EA 3,000.0000 9,000.00 0.000 0 025 PRE-STORM EVENT INSPECTION REPORT EA 425.0000 14,025.00 0.000 0 026 DURING AND POST-STORM EVENT INSPECTION EA 400.0000 27,200.00 0.000 0 REPORT 027 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 307.6900 3,692.28 0.000 0 CONTROL) 028 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 0.8900 7,120.00 0.000 0 MATRIX) 029 TEMPORARY COVER SQYD 29.9400 14,970.00 0.000 0 030 TEMPORARY CHECK DAM LF 26.9100 40,365.00 0.000 0 031 TEMPORARY DRAINAGE INLET PROTECTION EA 333.7700 19,692.43 0.000 0 032 TEMPORARY FIBER ROLL LF 7.6400 30,560.00 0.000 0 033 TEMPORARY GRAVEL BAG BERM LF 13.7400 125,858.40 0.000 0 034 TEMPORARY SILT FENCE LF 19.3300 19,330.00 0.000 0 035 TEMPORARY CONSTRUCTION ENTRANCE EA 6,874.3500 82,492.20 0.000 0 036 STREET SWEEPING LS 208,640.0000 208,640.00 0.114 23,784.96 0.114 23,784 037 TEMPORARY CONCRETE WASHOUT LS 8,331.8500 8,331.85 0.030 249.96 0.030 249 038 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 725.0000 29,000.00 0.000 0 039 WATER QUALITY MONITORING REPORT EA 225.0000 6,300.00 0.000 0 040 WATER QUALITY ANNUAL REPORT EA 650.0000 1,950.00 0.000 0 041 TEMPORARY CREEK DIVERSION SYSTEMS LS 30,963.7600 30,963.76 0.000 0 042 TREATED WOOD WASTE LB 0.5000 43,700.00 0.000 0 043 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 120,995.0000 120,995.00 0.114 13,793.43 0.114 13,793 044 REMOVE CONCRETE (CY) CY 391.0300 8,211.63 0.000 0 045 TEMPORARY HIGH-VISIBILITY FENCE LF 6.0400 8,395.60 4,198.000 25,355.92 4,198.000 25,355 046 CLEARING AND GRUBBING (LS) LS 228,943.7500 228,943.75 0.300 68,683.13 0.300 68,683 047 ROADWAY EXCAVATION CY 44.3400 313,040.40 0.000 0 048 SHOULDER BACKING TON 104.7200 69,115.20 0.000 0 049 STRUCTURE EXCAVATION (RETAINING WALL) CY 110.6100 78,533.10 0.000 0 (F) PROGRAM CAS145 PAGE 3 DATE 06/24/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0J4004 TIME 08:51 AM ESTIMATE NO. 001 BID OPENING 01/14/26 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/26 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 06/24/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 102.9900 61,279.05 0.000 0 (F) 051 STRUCTURE BACKFILL (RETAINING WALL) CY 132.9000 50,502.00 0.000 0 (F) 052 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 282.9000 16,974.00 0.000 0 (F) 053 PERVIOUS BACKFILL MATERIAL (RETAINING CY 477.3200 22,911.36 0.000 0 (F) WALL) 054 DITCH EXCAVATION CY 840.4400 4,202.20 0.000 0 055 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 307.6900 615.38 0.000 0 056 BONDED FIBER MATRIX (SQFT) SQFT 0.1800 35,460.00 0.000 0 057 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5100 55,590.00 0.000 0 058 FIBER ROLLS LF 7.7000 47,663.00 0.000 0 059 COMPOST (CY) CY 71.2200 24,927.00 0.000 0 060 CLASS 2 AGGREGATE BASE (CY) CY 137.6100 313,750.80 0.000 0 061 REPLACE ASPHALT CONCRETE SURFACING CY 421.5000 421,500.00 0.000 0 062 HOT MIX ASPHALT (TYPE A) TON 104.0000 6,125,600.00 0.000 0 063 TEXTURED AND COLORED HOT MIX ASPHALT SQYD 75.6300 456,048.90 0.000 0 064 HOT MIX ASPHALT (LEVELING) TON 267.9700 32,156.40 0.000 0 065 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.2200 84,686.00 0.000 0 066 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.7600 9,466.80 0.000 0 067 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 4.0800 8,812.80 0.000 0 068 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.2300 47,804.00 0.000 0 069 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 6.1400 9,701.20 0.000 0 070 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 756.0400 8,316.44 0.000 0 AREA) 071 TACK COAT TON 1,006.5800 191,250.20 0.000 0 072 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 7.9500 787.05 0.000 0 073 REMOVE ASPHALT CONCRETE DIKE LF 1.4000 67,060.00 0.000 0 074 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0800 819,520.00 0.000 0 075 SOIL NAIL LF 104.9000 611,147.40 0.000 0 076 STRUCTURAL CONCRETE, RETAINING WALL CY 1,889.4800 803,029.00 0.000 0 (F) PROGRAM CAS145 PAGE 4 DATE 06/24/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0J4004 TIME 08:51 AM ESTIMATE NO. 001 BID OPENING 01/14/26 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/26 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 06/24/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURAL CONCRETE, WALL FACING CY 3,038.0400 780,776.28 0.000 0 (F) 078 STRUCTURAL CONCRETE, HEADWALL CY 4,566.2200 155,251.48 0.000 0 (F) 079 STRUCTURAL CONCRETE, DRAINAGE INLET CY 9,081.6800 744,697.76 1.280 11,624.55 1.280 11,624 (F) 080 MINOR CONCRETE (MINOR STRUCTURE) CY 2,631.3400 23,682.06 0.000 0 (F) 081 CONCRETE SURFACE TEXTURE (WOOD PLANK) SQFT 22.1900 190,834.00 0.000 0 082 BAR REINFORCING STEEL (SOIL NAIL WALL) LB 1.5400 33,187.00 0.000 0 (F) 083 BAR REINFORCING STEEL (RETAINING WALL) LB 2.0500 62,525.00 0.000 0 (F) 084 BAR REINFORCING STEEL (RETAINING WALL, LB 3.2400 34,149.60 0.000 0 (F) EPOXY COATED) 085 BAR REINFORCING STEEL (SOIL NAIL WALL, LB 2.8400 59,924.00 0.000 0 EPOXY COATED) 086 STRUCTURAL SHOTCRETE CY 453.9000 54,014.10 0.000 0 (F) 087 REMOVE SIGN STRUCTURE (EA) EA 10,000.0000 10,000.00 0.000 0 088 PEDESTRIAN BARRICADE EA 1,250.0000 15,000.00 0.000 0 089 12" REINFORCED CONCRETE PIPE LF 196.5900 786.36 0.000 0 090 18" REINFORCED CONCRETE PIPE LF 379.4100 16,314.63 0.000 0 091 24" REINFORCED CONCRETE PIPE LF 589.4700 1,273,255.20 203.100 119,721.36 203.100 119,721 092 30" REINFORCED CONCRETE PIPE LF 948.3200 341,395.20 0.000 0 093 36" REINFORCED CONCRETE PIPE LF 879.9900 87,999.00 0.000 0 094 24" CORRUGATED STEEL PIPE (.079" THICK) LF 274.3100 74,063.70 41.000 11,246.71 41.000 11,246 095 30" CORRUGATED STEEL PIPE (.079" THICK) LF 404.6600 11,735.14 0.000 0 096 PERMEABLE MATERIAL (BLANKET) CY 4,534.3166 2,720.59 0.000 0 (F) 097 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 200.5200 11,229.12 0.000 0 (.079" THICK) 098 FLUME DOWNDRAIN LF 135.7100 59,712.40 105.500 14,317.41 105.500 14,317 099 18" ENTRANCE TAPER EA 3,014.8700 3,014.87 0.000 0 100 TAPERED INLET EA 3,384.4700 30,460.23 0.000 0 101 24" ANCHOR ASSEMBLY EA 670.4500 16,090.80 4.000 2,681.80 4.000 2,681 102 30" ANCHOR ASSEMBLY EA 1,612.6000 3,225.20 0.000 0 103 FLUME ANCHOR ASSEMBLY EA 1,427.0800 9,989.56 2.000 2,854.16 2.000 2,854 PROGRAM CAS145 PAGE 5 DATE 06/24/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0J4004 TIME 08:51 AM ESTIMATE NO. 001 BID OPENING 01/14/26 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/26 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 06/24/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 DRAINAGE INLET MARKER EA 45.0000 45.00 0.000 0 105 24" WELDED STEEL PIPE TRENCHLESS LF 1,122.8900 651,276.20 0.000 0 INSTALLATION METHOD 106 30" WELDED STEEL PIPE TRENCHLESS LF 1,179.2100 271,218.30 0.000 0 INSTALLATION METHOD 107 48" PRECAST CONCRETE PIPE MANHOLE LF 2,426.5600 38,824.96 0.000 0 108 60" PRECAST CONCRETE PIPE MANHOLE LF 2,201.6900 39,630.42 0.000 0 109 ABANDON CULVERT (LF) LF 47.3900 55,920.20 0.000 0 110 ABANDON INLET EA 4,192.2900 4,192.29 0.000 0 111 REMOVE CULVERT (LF) LF 142.9000 312,951.00 134.100 19,162.89 134.100 19,162 112 REMOVE DOWNDRAIN (EA) EA 3,119.2100 24,953.68 2.000 6,238.42 2.000 6,238 113 REMOVE INLET EA 2,870.8100 94,736.73 1.000 2,870.81 1.000 2,870 114 REMOVE HEADWALL EA 7,410.8100 44,464.86 0.000 0 115 REMOVE FLARED END SECTION (EA) EA 2,218.2300 2,218.23 0.000 0 116 CLEANING, INSPECTING, AND PREPARING LF 111.8900 91,749.80 0.000 0 CULVERT (LF) 117 CONCRETE INVERT PAVING CY 2,327.0200 86,099.74 0.000 0 118 SAND BACKFILL CY 535.0300 80,254.50 0.000 0 119 24" CEMENTITIOUS PIPELINER LF 615.3800 79,999.40 0.000 0 120 30" CEMENTITIOUS PIPELINER LF 461.5400 87,692.60 0.000 0 121 36" CEMENTITIOUS PIPELINER LF 543.5900 86,974.40 0.000 0 122 ROCK SLOPE PROTECTION (3/8 T, CLASS VI, CY 681.9700 7,501.67 0.000 0 METHOD B) (CY) 123 ROCK SLOPE PROTECTION (1/4 T, CLASS V, CY 681.9700 15,003.34 0.000 0 METHOD B) (CY) 124 ROCK SLOPE PROTECTION (150 LB, CLASS CY 681.9700 44,328.05 0.000 0 III, METHOD B) (CY) 125 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 108.0000 32,400.00 0.000 0 126 MINOR CONCRETE (RETAINING CURB) CY 1,584.5100 20,598.63 0.000 0 127 MINOR CONCRETE (GUTTER) (LF) LF 42.9800 38,682.00 0.000 0 128 DETECTABLE WARNING SURFACE SQFT 18.9200 3,216.40 0.000 0 129 MINOR CONCRETE (CURB AND GUTTER) CY 1,558.6200 23,379.30 0.000 0 130 MINOR CONCRETE (SIDEWALK) CY 1,567.9200 29,790.48 0.000 0 PROGRAM CAS145 PAGE 6 DATE 06/24/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0J4004 TIME 08:51 AM ESTIMATE NO. 001 BID OPENING 01/14/26 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/26 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 06/24/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 MINOR CONCRETE (CURB RAMP) CY 2,262.6300 22,626.30 0.000 0 132 REMOVE CONCRETE (CURB AND GUTTER) LF 7.1900 10,066.00 0.000 0 133 MISCELLANEOUS IRON AND STEEL LB 7.2700 79,315.70 0.000 0 (F) 134 MANHOLE FRAME AND COVER EA 2,438.6500 12,193.25 0.000 0 135 SLURRY CEMENT BACKFILL (UTILITY) CY 12,778.0600 6,389.03 0.000 0 136 ADJUST ACCESS BOX FRAME AND COVER EA 1,257.0500 3,771.15 0.000 0 (UTILITY) 137 ANTI-GRAFFITI COATING SQFT 1.5000 12,225.00 0.000 0 (F) 138 WILDLIFE FENCE (TYPE WM, METAL POST) LF 41.8900 329,674.30 0.000 0 139 CHAIN LINK FENCE (TYPE CL-6) LF 107.6300 52,738.70 0.000 0 140 16' WIRE MESH GATE EA 11,456.8500 11,456.85 0.000 0 141 28' PIPE GATE EA 15,157.3600 15,157.36 0.000 0 142 REMOVE FENCE LF 5.6000 46,984.00 29.000 162.40 29.000 162 143 WILDLIFE ESCAPE RAMP (EA) EA 20,398.0800 40,796.16 0.000 0 144 REMOVE PAVEMENT MARKER EA 2.0200 2,989.60 726.000 1,466.52 726.000 1,466 145 REMOVE DELINEATOR EA 5.0000 4,100.00 0.000 0 146 DELINEATOR (CLASS 2) EA 70.0000 57,400.00 0.000 0 147 PAVEMENT MARKER EA 15.1600 31,078.00 0.000 0 (RETROREFLECTIVE-RECESSED) 148 MARKER (CULVERT) EA 70.0000 2,590.00 0.000 0 149 SNOW POLE MARKER EA 175.0000 63,000.00 0.000 0 150 REMOVE ROADSIDE SIGN EA 150.0000 28,500.00 0.000 0 151 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 43.5000 66,555.00 0.000 0 152 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 23.5000 20,210.00 0.000 0 (0.063"-UNFRAMED) 153 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.2500 28,687.50 0.000 0 (0.080"-UNFRAMED) 154 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 37.7500 16,987.50 0.000 0 (0.063"-FRAMED) 155 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 33.5000 30,820.00 0.000 0 (0.080"-FRAMED) 156 METAL (BARRIER MOUNTED SIGN) LB 15.0000 11,700.00 0.000 0 157 ROADSIDE SIGN - ONE POST EA 400.0000 56,000.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 06/24/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0J4004 TIME 08:51 AM ESTIMATE NO. 001 BID OPENING 01/14/26 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/26 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 06/24/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 ROADSIDE SIGN - TWO POST EA 550.0000 26,950.00 0.000 0 159 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 2,000.0000 2,000.00 0.000 0 BOX POST) 160 FURNISH LAMINATED WOOD BOX POST (TYPE M) EA 3,000.0000 6,000.00 0.000 0 161 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 36.1100 34,304.50 0.000 0 162 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 40.4000 219,372.00 0.000 0 163 VEGETATION CONTROL (MINOR CONCRETE) SQYD 182.7300 23,754.90 0.000 0 164 REMOVE VEGETATION CONTROL SQYD 118.6800 7,358.16 0.000 0 165 CABLE RAILING LF 67.6700 61,985.72 0.000 0 (F) 166 TRANSITION RAILING (TYPE AGT) EA 3,510.1000 42,121.20 0.000 0 167 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,363.6400 12,272.76 0.000 0 168 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 3,484.8500 69,697.00 0.000 0 169 ALTERNATIVE CRASH CUSHION TL-3 EA 35,353.5400 35,353.54 0.000 0 170 CONCRETE BARRIER (TYPE 60MD) LF 116.9100 105,219.00 0.000 0 171 CONCRETE BARRIER (TYPE 60MG) LF 125.5100 972,702.50 0.000 0 172 CONCRETE BARRIER (TYPE 60MGC) LF 181.1700 1,514,581.20 0.000 0 173 CONCRETE BARRIER (TYPE 60MP) LF 844.3600 55,727.76 0.000 0 174 CONCRETE BARRIER TRANSITION LF 775.1400 116,271.00 0.000 0 (F) 175 REMOVE GUARDRAIL LF 2.0200 11,534.20 0.000 0 176 REMOVE CONCRETE BARRIER LF 30.4400 496,172.00 9,936.900 302,479.24 9,936.900 302,479 177 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1100 188.70 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 178 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1100 987.90 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 179 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6100 20,435.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 180 PAINT TRAFFIC STRIPE (2-COAT) LF 0.6100 1,531.10 0.000 0 181 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1600 96,744.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 182 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1100 66.60 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) PROGRAM CAS145 PAGE 8 DATE 06/24/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0J4004 TIME 08:51 AM ESTIMATE NO. 001 BID OPENING 01/14/26 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/26 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 06/24/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 183 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.9200 1,785.60 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 184 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 10.1000 42,622.00 0.000 0 MARKING (ENHANCED WET NIGHT VISIBILITY) 185 12" THERMOPLASTIC TRAFFIC STRIPE LF 2.3700 11,352.30 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 186 REMOVE TRAFFIC STRIPE (HIGH-PRESSURE LF 0.9100 31,850.00 35,000.000 31,850.00 35,000.000 31,850 WATER BLASTING) 187 12" RUMBLE STRIP (ASPHALT CONCRETE STA 59.5100 71,412.00 0.000 0 PAVEMENT) 188 6" METHYL METHACRYLATE PAINT TRAFFIC LF 2.2700 219,055.00 0.000 0 STRIPE 189 METHYL METHACRYLATE PAINT PAVEMENT SQFT 20.2100 28,698.20 0.000 0 MARKING 190 6" METHYL METHACRYLATE PAINT TRAFFIC LF 3.0300 2,181.60 0.000 0 STRIPE (RECESSED, BROKEN 12-3) 191 6" METHYL METHACRYLATE PAINT TRAFFIC LF 3.0300 878.70 0.000 0 STRIPE (RECESSED, BROKEN 17-7) 192 6" METHYL METHACRYLATE PAINT TRAFFIC LF 3.0300 138,168.00 0.000 0 STRIPE (RECESSED, BROKEN 36-12) 193 8" METHYL METHACRYLATE PAINT TRAFFIC LF 8.0800 2,989.60 0.000 0 STRIPE (RECESSED) 194 12" METHYL METHACRYLATE PAINT TRAFFIC LF 15.1600 42,296.40 0.000 0 STRIPE (RECESSED) 195 6" PAINT TRAFFIC STRIPE (2-COAT) (BROKEN LF 0.6100 768.60 0.000 0 36-12) 196 MODIFYING AUTOMATIC VEHICLE LS 459,428.2800 459,428.28 0.000 0 CLASSIFICATION SYSTEMS 197 MODIFYING VARIABLE MESSAGE SIGN SYSTEMS LS 507,575.7600 507,575.76 0.000 0 198 MODIFYING LIGHTING SYSTEMS LS 410,839.3900 410,839.39 0.000 0 199 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 200 INCORPORATE MATERIALS SQFT 0.1000 5,470.00 0.000 0 201 TRAFFIC MONITORING STATION SYSTEM LS 55,555.5600 55,555.56 0.000 0 PROGRAM CAS145 PAGE 9 DATE 06/24/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0J4004 TIME 08:51 AM ESTIMATE NO. 001 BID OPENING 01/14/26 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/26 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 06/24/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,102,208.38 1,102,208.38 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,102,208.38 1,102,208.38 202 MOBILIZATION LS 1,429,766.5000 1,429,766.50 0.000 0 ORIGINAL CONTRACT AMOUNT 30,574,274.42 TOTAL WORK COMPLETED 1,102,208.38 1,102,208.38 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,102,208.38 1,102,208.38 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 03/18/26 250 05/17/26 05/17/26 02/03/27 20 4 0 0 4% 8% PROGRESS IS SATISFACTORY ALTERTON, NATHAN RESIDENT ENGINEER