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 07/18/25 EST. NO. 024 TIME 11:02 AM R.E. NAME: KLINE, JASON 05-0N74U4 --------------------------------------------------------------------------- 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 0069 6,181.62 E.W. @ F.A.(+) 022724 N 0248.0 0070 2,268.20 051325 N 0249.0 0071 6,893.15 050625 N 0250.0 0072 6,982.76 050825 N 0253.0 0073 2,359.35 062725 N 0256.0 0074 695.70 062825 N 0257.0 002 0017 82.50 E.W. @ F.A.(+) 032425 N 0242.0 0018 123.76 030625 N 0243.0 004 0005 307.15 E.W. @ F.A.(+) 052725 N 0252.0 024 0006 2,478.77 E.W. @ F.A.(+) 021124 N 0245.0 027 0042 1,951.99 E.W. @ F.A.(+) 020224 N 0084.1 030 0007 11,000.00 E.W. @ F.A.(+) 050924 N 0251.0 033 0002 2,984.72 E.W. @ L.S.(+) 071525 N 0002 053 0001 22,212.00 E.W. @ L.S.(+) 061325 N 0001 054 0001 1,774.59 E.W. @ F.A.(+) 060425 N 0254.0 0002 2,593.35 061225 N 0255.0 70,889.61 TOTAL THIS ESTIMATE 1,765,024.86 TOTAL PREVIOUS ESTIMATE 1,835,914.47 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 07/18/25 EST. NO. 024 TIME 11:02 AM R.E. NAME: KLINE, JASON 05-0N74U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE B2GNOW NONCOMPLIANCE -1,000.00 007 MISS CUF-2410 -10,000.00 007 PERF FAILURE WITHOLD -332,420.95 007 B2GNOW NONCOMPLIANCE 1,000.00 008 RECD CUF-2410 10,000.00 008 RELEASE SWPPP WITHHD 332,420.95 009 B2GNOW NONCOMPLIANCE -10,000.00 010 MISSING CUF-2410 -10,000.00 010 SURVEY RESTAKE CHARG -2,891.00 010 B2GNOW COMPLIANCE 10 10,000.00 011 MISS CEM - 2410'S -10,000.00 012 REC'D CEM-2404/2406 10,000.00 013 REC'D CEM-2410 10,000.00 013 MISSING CEM-2410'S -30,000.00 014 B2GNOW NONCOMPLIANCE -10,000.00 015 REC'D CEM-2410 10,000.00 015 B2GNOW COMPLIANCE 10,000.00 016 REC'D CEM-2410S 20,000.00 016 INADEQUATE 2404/2406 -10,000.00 018 INADEQUATE CEM-2410 -10,000.00 019 B2GNOW NONCOMPLIANCE -20,000.00 019 PERFORMANCE WITHHOLD -10,000.00 019 ADEQUATE CEM-2406 10,000.00 020 B2GNOW COMPLIANCE 10,000.00 020 REC'D CEM-2410 10,000.00 020 RELEASE PERFWITHHOLD 10,000.00 021 B2GNOW COMPLIANCE 10,000.00 022 0.00 -2,891.00 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -2,000.00 005 MISS PAYROLLS -2,000.00 007 RECD PAYROLLS 05 2,000.00 007 RECD PAYROLLS #7 2,000.00 009 MISSING PAYROLLS -4,000.00 012 MISSING PAYROLLS -4,000.00 013 REC'D PAYROLLS #012 4,000.00 013 REC'D PAYROLLS 4,000.00 014 MISSING PAYROLLS -4,000.00 023 REC'D PAYROLLS #23 4,000.00 024 4,000.00 0.00 TOTAL DEDUCTIONS 4,000.00 -2,891.00 PROGRAM CAS145 PAGE 1 DATE 07/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N74U4 TIME 11:02 AM ESTIMATE NO. 024 BID OPENING 06/09/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 07/18/25 LOCATION PROGRESS ESTIMATE 05-SB-101-9.7/10.6 ----------------- GRANITE CONSTRUCTION COMPANY SANTA BARBARA COUNTY IN AND NEAR SANTA 3005 JAMES RD BARBARA FROM 0.3 MILE SOUTH OF SAN YSIDRO BAKERSFIELD CA 93308 ROAD OVERCROSSING TO 0.1 MILE NORTH OF OLIVE MILL ROAD OVERCROSSING FED. AID NO. ACNH-Q101(420)E HIGHWAY 101: CARPINTERIA TO SANTA BARBARA ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 1,800.0000 1,800.00 0.500 900 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,310.0000 1,339,800.00 12.000 27,720.00 351.000 810,810 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 3,000.0000 33,000.00 4.000 12,000 005 HOURLY OFF-SITE HR 125.0000 4,125.00 5.000 625 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 140,000.0000 140,000.00 0.180 25,200.00 0.930 130,200 007 TRAFFIC CONTROL SYSTEM LS 760,000.0000 760,000.00 0.020 15,200.00 0.603 458,280 008 TRAFFIC CONTROL SUPERVISOR DAY 300.0000 174,000.00 12.000 3,600.00 351.000 105,300 009 TYPE III BARRICADE EA 75.0000 675.00 6.000 450.00 6.000 450 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.6000 83,400.00 38,671.720 23,203.03 118,317.350 70,990 011 CHANNELIZER (SURFACE MOUNTED) EA 60.0000 72,000.00 97.000 5,820.00 781.000 46,860 012 PORTABLE RADAR SPEED FEEDBACK SIGN EA 60.0000 34,800.00 12.000 720.00 351.000 21,060 SYSTEM DAY 013 TEMPORARY PAVEMENT MARKER EA 8.2500 16,087.50 579.000 4,776.75 1,787.000 14,742 014 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 70,000.0000 70,000.00 0.020 1,400.00 0.603 42,210 015 END OF QUEUE MONITORING AND WARNING WITH EA 850.0000 25,500.00 10.000 8,500 TRUCK MOUNTED CHANGEABLE MESSAGE SIGN DAY 016 TEMPORARY RAILING (TYPE K) LF 16.0000 1,158,400.00 6,160.000 98,560.00 55,740.000 891,840 017 TEMPORARY CRASH CUSHION MODULE EA 8,600.0000 17,200.00 0.000 0 018 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 4,700.0000 272,600.00 2.000 9,400.00 42.000 197,400 019 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 3,600.0000 14,400.00 2.000 7,200 SYSTEM 020 JOB SITE MANAGEMENT LS 130,000.0000 130,000.00 0.020 2,600.00 0.603 78,390 021 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 0.500 2,500 PLAN PROGRAM CAS145 PAGE 2 DATE 07/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N74U4 TIME 11:02 AM ESTIMATE NO. 024 BID OPENING 06/09/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 07/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 RAIN EVENT ACTION PLAN EA 500.0000 7,500.00 23.000 11,500 023 STORM WATER SAMPLING AND ANALYSIS DAY EA 375.0000 12,750.00 11.000 4,125 024 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 1.000 2,000.00 2.000 4,000 025 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 500.0000 8,000.00 6.000 3,000 CONTROL) 026 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 1.2500 41,250.00 42,307.820 52,884 MATRIX) 027 TEMPORARY CHECK DAM LF 9.0000 13,500.00 1,245.000 11,205 028 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 33,000.00 95.000 28,500 029 TEMPORARY FIBER ROLL LF 9.5000 45,220.00 4,690.375 44,558 030 TEMPORARY GRAVEL BAG BERM LF 9.0000 25,200.00 441.000 3,969 031 TEMPORARY LARGE SEDIMENT BARRIER LF 23.0000 98,670.00 0.000 0 032 TEMPORARY CONSTRUCTION ENTRANCE EA 21,000.0000 168,000.00 0.333 6,993.00 3.666 76,986 033 STREET SWEEPING LS 300,000.0000 300,000.00 0.020 6,000.00 0.603 180,900 034 TEMPORARY CONCRETE WASHOUT LS 100,000.0000 100,000.00 0.704 70,400 035 TREATED WOOD WASTE LB 0.5500 104,500.00 150,369.000 82,702 036 TEMPORARY HIGH-VISIBILITY FENCE LF 5.5000 23,595.00 600.000 3,300 037 CLEARING AND GRUBBING (LS) LS 600,000.0000 600,000.00 0.950 570,000 038 ROADWAY EXCAVATION CY 80.4700 3,814,278.00 3,415.000 274,805.05 37,048.541 2,981,296 039 ROADWAY EXCAVATION (TYPE COM) (AERIALLY CY 80.4700 678,362.10 7,711.860 620,573 DEPOSITED LEAD) 040 ROADWAY EXCAVATION (TYPE R-1) (AERIALLY CY 105.0000 539,700.00 4,700.537 493,556 DEPOSITED LEAD) 041 STRUCTURE EXCAVATION (BRIDGE) CY 445.7900 9,807.38 51.000 22,735 (F) 042 STRUCTURE EXCAVATION (RETAINING WALL) CY 235.0000 232,885.00 991.000 232,885 (F) 043 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 235.0000 125,725.00 289.000 67,915 (F) 044 STRUCTURE BACKFILL (BRIDGE) CY 850.0000 6,800.00 18.000 15,300 (F) 045 STRUCTURE BACKFILL (RETAINING WALL) CY 150.0000 148,650.00 991.000 148,650 (F) 046 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 700.0000 116,900.00 85.000 59,500 (F) 047 PERVIOUS BACKFILL MATERIAL (RETAINING CY 250.0000 9,500.00 38.000 9,500 (F) WALL) 048 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 300.0000 63,300.00 115.000 34,500 (F) PROGRAM CAS145 PAGE 3 DATE 07/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N74U4 TIME 11:02 AM ESTIMATE NO. 024 BID OPENING 06/09/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 07/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 LEAN CONCRETE BACKFILL CY 225.0000 19,575.00 42.000 9,450 (F) 050 DITCH EXCAVATION CY 335.0000 2,345.00 40.000 13,400 051 SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS SQYD 1.8500 120,250.00 47,904.410 88,623 A1 052 SUBGRADE ENHANCEMENT GEOGRID SQYD 4.5500 295,750.00 47,904.410 217,965 053 ROCK BLANKET SQFT 37.0000 337,810.00 5,972.530 220,983 054 2" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 125.0000 18,750.00 150.000 18,750 (F) 055 3" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 150.0000 22,500.00 150.000 22,500 (F) 056 2" PLASTIC PIPE (CLASS 315) (SUPPLY LF 16.0000 13,216.00 294.000 4,704 (F) LINE) 057 3" PLASTIC PIPE (CLASS 315) (SUPPLY LF 25.0000 10,325.00 161.000 4,025 (F) LINE) 058 2" SPRINKLER CONTROL CONDUIT LF 100.0000 57,000.00 233.000 23,300 059 12" CORRUGATED HIGH DENSITY POLYETHYLENE LF 180.0000 52,200.00 437.500 78,750 PIPE CONDUIT 060 10" WELDED STEEL PIPE CONDUIT LF 285.0000 19,380.00 0.000 0 061 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 795.0000 3,180.00 1.000 795.00 3.000 2,385 062 BONDED FIBER MATRIX (SQFT) SQFT 0.1200 29,880.00 31,352.110 3,762 063 FIBER ROLLS LF 5.0000 92,500.00 591.000 2,955.00 3,084.000 15,420 064 COMPOST (CY) CY 77.0000 20,020.00 35.000 2,695.00 35.000 2,695 065 INCORPORATE MATERIALS SQFT 0.2000 8,100.00 6,710.000 1,342.00 6,710.000 1,342 066 CLASS 1 AGGREGATE SUBBASE CY 100.0000 1,010,000.00 7,089.970 708,997 067 CLASS 2 AGGREGATE BASE (CY) CY 110.3900 623,703.50 22.530 2,487.09 6,138.130 677,588 068 HOT MIX ASPHALT (TYPE A) TON 169.8200 2,886,940.00 308.860 52,450.61 16,103.938 2,734,770 069 HOT MIX ASPHALT (BRIDGE) TON 723.5100 1,447.02 14.000 10,129 070 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.5000 595.00 0.000 0 071 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 5.0000 14,500.00 0.000 0 072 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 1.7000 200,600.00 624.000 1,060.80 4,524.000 7,690 073 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.7500 142,975.00 13,755.490 147,871 074 CONTINUOUSLY REINFORCED CONCRETE CY 535.0000 9,630,000.00 11,893.040 6,362,776 PAVEMENT 075 JOINTED PLAIN CONCRETE PAVEMENT CY 500.0000 710,000.00 1,054.502 527,251 PROGRAM CAS145 PAGE 4 DATE 07/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N74U4 TIME 11:02 AM ESTIMATE NO. 024 BID OPENING 06/09/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 07/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 GRIND EXISTING CONCRETE PAVEMENT SQYD 23.0000 10,580.00 0.000 0 077 TEMPORARY SHORING LS 640,000.0000 640,000.00 0.750 480,000 078 STEEL SOLDIER PILE (W 14 X 132) LF 300.0000 193,800.00 470.000 141,000 079 STEEL SOLDIER PILE (W 14 X 176) LF 315.0000 336,105.00 464.000 146,160 080 30" DRILLED HOLE LF 380.0000 615,600.00 876.000 332,880 081 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,069.3100 160,396.50 276.000 295,129 082 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 2,500.0000 190,000.00 76.000 190,000 (SIGN FOUNDATION) 083 STRUCTURAL CONCRETE, BRIDGE CY 3,165.4900 53,813.33 41.000 129,785 (F) 084 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 4,088.9300 36,800.37 23.000 94,045 (F) FIBER) 085 STRUCTURAL CONCRETE, RETAINING WALL CY 1,300.0000 1,024,400.00 664.000 863,200 (F) 086 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,550.0000 249,550.00 0.000 0 (F) 087 STRUCTURAL CONCRETE, BOX CULVERT CY 4,300.0000 253,700.00 4.600 19,780 (F) 088 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,600.0000 1,122,400.00 1.850 8,510.00 213.850 983,710 (F) 089 ARCHITECTURAL TREATMENT, RETAINING WALL SQFT 27.0000 172,125.00 4,621.120 124,770 090 CONCRETE SURFACE TEXTURE (SAND BLAST) SQFT 10.5000 176,631.00 7,500.000 78,750 091 DRILL AND BOND DOWEL LF 40.0000 78,400.00 886.000 35,440 092 JOINT SEAL (MR 1/2") LF 145.5300 2,910.60 74.000 10,769 093 JOINT SEAL (TYPE AL) LF 145.5300 4,802.49 90.000 13,097 094 BAR REINFORCING STEEL (BRIDGE) LB 2.0300 27,165.46 16,421.000 33,334 (F) 095 BAR REINFORCING STEEL (RETAINING WALL) LB 2.0000 200,536.00 95,429.130 190,858 (F) 096 BAR REINFORCING STEEL (EPOXY COATED) LB 3.0000 35,034.00 0.000 0 (F) 097 BAR REINFORCING STEEL (BOX CULVERT) LB 2.0000 17,936.00 699.000 1,398 (F) 098 FURNISH STRUCTURAL STEEL (BRIDGE) LB 2.5200 24,368.40 25,547.000 64,378 (F) 099 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.8800 8,509.60 25,547.000 22,481 (F) 100 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 6.2500 415,000.00 47,488.000 296,800.00 47,488.000 296,800 101 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.5000 33,200.00 47,488.000 23,744.00 47,488.000 23,744 102 TIMBER LAGGING MFBM 4,050.0000 121,500.00 15.000 60,750 (F) PROGRAM CAS145 PAGE 5 DATE 07/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N74U4 TIME 11:02 AM ESTIMATE NO. 024 BID OPENING 06/09/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 07/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 CLEAN AND PAINT STRUCTURAL STEEL LS 17,600.0000 17,600.00 1.000 17,600 104 CLEAN AND PAINT STEEL SOLDIER PILING LS 85,000.0000 85,000.00 1.000 85,000 105 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 7.5600 756.00 250.000 1,890 106 BRIDGE REMOVAL (PORTION), LOCATION B LS 5,356.7200 5,356.72 1.000 5,356 107 BRIDGE REMOVAL (PORTION), LOCATION 1 LS 275,000.0000 275,000.00 1.000 275,000 108 BRIDGE REMOVAL (PORTION), LOCATION 2 LS 202,000.0000 202,000.00 0.000 0 109 18" ALTERNATIVE PIPE CULVERT LF 205.0000 299,300.00 1,963.600 402,538 110 24" ALTERNATIVE PIPE CULVERT LF 295.0000 410,050.00 1,226.300 361,758 111 30" ALTERNATIVE PIPE CULVERT LF 385.0000 53,900.00 198.000 76,230 112 CONCRETE BACKFILL (PIPE TRENCH) CY 570.0000 28,500.00 36.570 20,844 (F) 113 18" REINFORCED CONCRETE PIPE LF 285.0000 344,850.00 1,042.350 297,069 114 24" REINFORCED CONCRETE PIPE LF 385.0000 608,300.00 1,491.040 574,050 115 30" REINFORCED CONCRETE PIPE LF 405.0000 68,850.00 46.500 18,832 116 18" CORRUGATED STEEL PIPE (.079" THICK) LF 270.0000 8,100.00 0.000 0 117 36" CORRUGATED STEEL PIPE (.079" THICK) LF 1,675.0000 67,000.00 54.000 90,450 118 GRATED LINE DRAIN LF 400.0000 68,000.00 0.000 0 119 2" WELDED STEEL PIPE CASING LF 55.0000 8,250.00 0.000 0 120 4" WELDED STEEL PIPE CASING LF 65.0000 9,750.00 0.000 0 121 6" WELDED STEEL PIPE CASING LF 85.0000 12,750.00 0.000 0 122 24" STEEL CASING LF 1,205.1200 313,331.20 94.000 113,281 123 REMOVE CULVERT (LF) LF 50.0000 206,500.00 3,413.400 170,670 124 REMOVE INLET EA 2,000.0000 102,000.00 35.000 70,000 125 REMOVE HEADWALL EA 3,750.0000 3,750.00 0.000 0 126 ADJUST INLET EA 5,350.0000 64,200.00 1.000 5,350 127 CAP INLET EA 3,300.0000 9,900.00 2.000 6,600 128 66" RCP PATCH REPAIR AND PIPE TRENCH EA 5,000.0000 5,000.00 1.000 5,000 129 MINOR CONCRETE (GUTTER) (CY) CY 945.0000 103,950.00 25.690 24,277.05 130.413 123,240 PROGRAM CAS145 PAGE 6 DATE 07/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N74U4 TIME 11:02 AM ESTIMATE NO. 024 BID OPENING 06/09/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 07/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 MINOR CONCRETE DIKE (TYPE A) LF 50.0000 89,500.00 252.530 12,626.50 1,696.200 84,810 131 MINOR CONCRETE DIKE (TYPE C) LF 50.0000 13,000.00 66.400 3,320.00 299.750 14,987 132 MINOR CONCRETE DIKE (TYPE E) LF 50.0000 87,000.00 838.680 41,934 133 MINOR CONCRETE DIKE (TYPE F) LF 50.0000 62,000.00 29.000 1,450 134 DETECTABLE WARNING SURFACE SQFT 78.0000 1,170.00 15.000 1,170 135 MINOR CONCRETE (MISCELLANEOUS CY 2,800.0000 28,000.00 1.300 3,640 CONSTRUCTION) 136 MINOR CONCRETE (CURB AND GUTTER) CY 1,175.0000 31,725.00 13.940 16,379 137 MINOR CONCRETE (CURB RAMP) CY 3,700.0000 3,700.00 1.000 3,700 138 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 175.0000 1,750.00 10.000 1,750 139 REMOVE CONCRETE (CURB AND GUTTER) LF 8.0000 30,240.00 3,590.360 28,722 140 MISCELLANEOUS IRON AND STEEL LB 2.5000 77,440.00 652.000 1,630.00 22,510.000 56,275 (F) 141 STEEL PLATE SCUPPER LF 1,000.0000 20,000.00 20.500 20,500 142 MISCELLANEOUS METAL (BRIDGE) LB 24.7100 41,117.44 2,645.000 65,357 (F) 143 MISCELLANEOUS METAL (RETAINING WALL) LB 55.0000 26,290.00 262.000 14,410 (F) 144 PREPARE AND STAIN CONCRETE SQFT 61.0000 386,740.00 4,617.000 281,637 145 TEMPORARY FENCE LF 33.0000 258,720.00 4,211.370 138,975 146 CHAIN LINK FENCE (TYPE CL-6, VINYL-CLAD) LF 57.0000 323,190.00 110.670 6,308.19 110.670 6,308 147 4' CHAIN LINK GATE (TYPE CL-6, EA 4,100.0000 4,100.00 0.000 0 VINYL-CLAD) 148 REMOVE CHAIN LINK FENCE LF 10.0000 81,300.00 5,276.500 52,765 149 REMOVE PAVEMENT MARKER EA 1.6500 1,831.50 196.000 323.40 973.000 1,605 150 REMOVE DELINEATOR EA 45.0000 5,400.00 12.000 540 151 DELINEATOR (CLASS 1) EA 65.0000 3,835.00 0.000 0 152 GUARD RAILING DELINEATOR EA 42.0000 1,848.00 16.000 672.00 16.000 672 153 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.5000 8,025.00 0.000 0 154 MILEPOST MARKER EA 130.0000 130.00 0.000 0 155 OBJECT MARKER EA 100.0000 1,100.00 0.000 0 156 OBJECT MARKER (TYPE P) EA 120.0000 13,200.00 3.000 360.00 43.000 5,160 PROGRAM CAS145 PAGE 7 DATE 07/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N74U4 TIME 11:02 AM ESTIMATE NO. 024 BID OPENING 06/09/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 07/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 OBJECT MARKER (TYPE R) EA 160.0000 160.00 0.000 0 158 REMOVE MARKER EA 30.0000 330.00 2.000 60 159 REMOVE ROADSIDE SIGN EA 310.0000 6,200.00 16.000 4,960 160 RESET ROADSIDE SIGN EA 160.0000 1,120.00 3.000 480.00 4.000 640 161 RELOCATE ROADSIDE SIGN EA 235.0000 3,055.00 3.000 705.00 5.000 1,175 162 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 40.0000 40,000.00 0.000 0 163 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 31.0000 10,540.00 210.500 6,525 164 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.2500 3,797.50 22.000 269.50 50.250 615 (0.063"-UNFRAMED) 165 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.7500 765.00 16.000 204.00 28.390 361 (0.080"-UNFRAMED) 166 METAL (BARRIER MOUNTED SIGN) LB 21.0000 28,770.00 0.000 0 167 ROADSIDE SIGN - ONE POST EA 385.0000 5,005.00 4.000 1,540.00 8.000 3,080 168 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 135.0000 1,620.00 2.000 270 METHOD) 169 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 100.0000 400.00 1.000 100.00 1.000 100 POST 170 FURNISH LAMINATED WOOD BOX POST (TYPE M) EA 3,800.0000 22,800.00 4.000 15,200 171 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 75.0000 291,000.00 354.200 26,565.00 1,131.400 84,855 172 VEGETATION CONTROL (MINOR CONCRETE) SQYD 143.0000 291,720.00 473.613 67,726 173 CHAIN LINK RAILING (VINYL CLAD) LF 207.0000 124,614.00 594.170 122,993.19 594.170 122,993 174 CONCRETE BARRIER (TYPE K) LF 40.3000 1,329.90 90.000 3,627 175 TUBULAR HANDRAILING LF 273.0000 193,557.00 372.000 101,556 (F) 176 CONCRETE BARRIER (TYPE 60MSD MOD1) LF 200.0000 66,000.00 15.500 3,100.00 192.050 38,410 177 TRANSITION RAILING (TYPE WB-31) EA 7,695.0000 69,255.00 3.000 23,085.00 3.000 23,085 178 END CAP (TYPE A) EA 591.0000 2,364.00 1.000 591.00 3.000 1,773 179 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 3,310.0000 16,550.00 1.000 3,310.00 3.000 9,930 180 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 7,160.0000 35,800.00 1.000 7,160 181 ALTERNATIVE CRASH CUSHION EA 60,000.0000 60,000.00 0.000 0 182 CONCRETE BARRIER (TYPE 60M MOD1) LF 260.0000 195,000.00 758.000 197,080 183 CONCRETE BARRIER (TYPE 60MS MOD1) LF 300.0000 210,000.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 07/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N74U4 TIME 11:02 AM ESTIMATE NO. 024 BID OPENING 06/09/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 07/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 184 CONCRETE BARRIER (TYPE 60R MOD1) LF 1,250.0000 350,000.00 279.350 349,187 185 CONCRETE BARRIER (TYPE 85, MOD) EA 800.0000 820,000.00 372.000 297,600 186 CONCRETE BARRIER (TYPE 85R MOD) LF 1,050.0000 309,750.00 0.000 0 187 CONCRETE BARRIER (TYPE 85SWA MOD) LF 2,100.0000 329,700.00 157.000 329,700 188 CONCRETE BARRIER (TYPE 836A MOD) LF 550.0000 158,950.00 400.000 220,000 189 CONCRETE BARRIER (TYPE 85SWR MOD) LF 1,500.0000 349,500.00 233.000 349,500 190 REMOVE BARRIER LF 12.2500 142,100.00 11,549.240 141,478 191 REMOVE GUARDRAIL LF 18.0000 39,780.00 2,036.000 36,648 192 SALVAGE METAL BRIDGE RAILING LF 20.0000 20,200.00 400.000 8,000 193 REMOVE CONCRETE BARRIER LF 80.0000 16,800.00 210.000 16,800 194 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 8.0000 8,000.00 315.000 2,520.00 581.000 4,648 WET NIGHT VISIBILITY) 195 PAINT TRAFFIC STRIPE (2-COAT) LF 1.5000 18,150.00 0.000 0 196 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.7500 34,300.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 197 12" THERMOPLASTIC TRAFFIC STRIPE LF 6.0000 19,260.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 198 REMOVE PAINTED TRAFFIC STRIPE LF 0.6500 31,915.00 13,399.000 8,709.35 21,264.000 13,821 199 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 19,175.00 29,500.000 19,175 200 12" RUMBLE STRIP (CONCRETE PAVEMENT) STA 395.0000 55,300.00 0.000 0 201 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 16.0000 33,280.00 0.000 0 (WARRANTY) (BROKEN 12-3) 202 CONTRAST STRIPE PAINT (1-COAT) LF 0.5500 17,105.00 19,709.210 10,840.07 20,093.210 11,051 203 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 4.4000 53,240.00 0.000 0 (WARRANTY) (BROKEN 36-12) 204 TEMPORARY LIGHTING SYSTEMS LS 385,000.0000 385,000.00 0.545 209,825 205 MODIFYING LIGHTING SYSTEMS LS 601,200.0000 601,200.00 0.583 350,499 206 MODIFYING TRAFFIC MONITORING STATIONS LS 154,000.0000 154,000.00 0.479 73,766 PROGRAM CAS145 PAGE 9 DATE 07/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N74U4 TIME 11:02 AM ESTIMATE NO. 024 BID OPENING 06/09/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 07/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,155,816.58 31,963,488.41 ADJUSTMENT OF COMPENSATION 0.00 104,088.02 EXTRA WORK 70,889.61 1,731,826.45 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,226,706.19 33,799,402.88 207 MOBILIZATION LS 3,352,784.1500 3,352,784.15 1.000 3,352,784 ORIGINAL CONTRACT AMOUNT 48,227,222.66 TOTAL WORK COMPLETED 1,226,706.19 37,152,187.03 MATERIALS ON HAND ON SITE -39,870.20 281,133.56 DEDUCTIONS 4,000.00 -2,891.00 TOTAL 1,190,835.99 37,430,429.59 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 06/16/23 580 00/00/00 00/00/00 06/29/26 351 167 5 0 71% 60% PROGRESS IS SATISFACTORY KLINE, JASON RESIDENT ENGINEER