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 08/27/25 EST. NO. 028 TIME 08:13 AM R.E. NAME: HENRY AUSTIN 02-3H32U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0047 3,452.52 E.W. @ F.A.(+) 051525 N 0606.0 005 0021 730.23 E.W. @ F.A.(+) 013025 N 0632.0 009 0003 25,746.00 E.W. @ U.P (+) 061625 N 0622.0 021 0005 20,899.60 A.C. @ U.P.(+) 070825 N 0642.0 023 0048 4,939.00 A.C. @ F.A.(+) 062225 N 0631.0 0050 7,015.25 062925 N 0644.0 0053 4,349.95 071325 N 0650.0 030 0045 4,554.49 E.W. @ F.A.(+) 110724 N 0633.0 032 0017 1,414.51 E.W. @ F.A.(+) 061025 N 0634.0 0019 31,416.95 061125 N 0635.0 0020 28,154.38 062625 N 0639.0 132,672.88 TOTAL THIS ESTIMATE 8,086,190.90 TOTAL PREVIOUS ESTIMATE 8,218,863.78 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 08/27/25 EST. NO. 028 TIME 08:13 AM R.E. NAME: HENRY AUSTIN 02-3H32U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PERFORMANCE FAILURE -20,000.00 004 REJECT JPCP WITHHOLD -50,000.00 004 OUT OF STATE INSPEC -5,000.00 006 RTN FOR PERFORMANCE 20,000.00 006 11/7/23 HMA DENSITY -3,941.75 006 7/13/23 HMA DENSITY -4,434.47 006 FHWA DEDUCT -10,000.00 015 RTN FHWA 1391 10,000.00 016 RTN JPCP WITHHOLD 50,000.00 017 0.00 -13,376.22 LABOR COMPLIANCE VIOLATION DEDUCT LTTR 8/23 -10,000.00 003 DEDUCT LTTR 10/23 -10,000.00 005 DEDUCT LTTR 2/24 -10,000.00 009 RTN LTTR 8/23 10,000.00 009 RTN LTTR 10/23 10,000.00 009 DEDUCT LTTR 3/24 -10,000.00 010 DEDUCT LTTR 4/24 -3,000.00 011 RTN DEDUCT LTR 3/24 10,000.00 011 DEDUCT LTTR 5/24 -10,000.00 012 RTN DEDUCT LTR 5/24 10,000.00 013 DEDUCT LTTR 7/24 -10,000.00 014 DEDUCT LTTR 8/24 -10,000.00 015 RTN DEDUCT LTR 4/24 3,000.00 015 DEDUCT LTTR 10/24 -10,000.00 017 DEDUCT LTTR 11/24 -5,000.00 019 DEDUCT LTTR 12/24 -10,000.00 020 RTN DEDUCT LTR 7/24 10,000.00 023 RTN DEDUCT LTR 2/24 10,000.00 027 RTN DEDUCT LTR 8/24 10,000.00 027 RTN DEDUCT LTR 11/24 5,000.00 027 DEDUCT LTTR 8/25 -10,000.00 028 -10,000.00 -30,000.00 TOTAL DEDUCTIONS -10,000.00 -43,376.22 PROGRAM CAS145 PAGE 1 DATE 08/27/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H32U4 TIME 08:13 AM ESTIMATE NO. 028 BID OPENING 02/24/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: HENRY AUSTIN DATE OF THIS ESTIMATE 08/27/25 LOCATION PROGRESS ESTIMATE 02-SIS-5-2.5/R15.9 ----------------- WALSH-MYERS JOINT VENTURE SISKIYOU COUNTY AT AND NEAR DUNSMUIR FROM 929 W ADAMS STREET CENTRAL DUNSMUIR UNDERCROSSING TO BLACK CHICAGO IL 60607 BUTTE OVERHEAD FED. AID NO. ACNH-059(181)E PAVEMENT REHABILITATION AND DECK REPLACEME ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,595.0000 1,595.00 1.000 1,595 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 153,638.1000 153,638.10 0.750 115,228 003 TIME-RELATED OVERHEAD (LS) LS 8,614,686.3000 8,614,686.30 0.030 258,440.59 0.956 8,235,640 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 84,000.00 6.667 40,002 005 HOURLY OFF-SITE HR 200.0000 28,000.00 19.500 3,900 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 277,832.7600 277,832.76 1.000 277,832 007 CONSTRUCTION AREA SIGNS LS 71,500.0000 71,500.00 0.006 429.00 0.841 60,131 008 TRAFFIC CONTROL SYSTEM LS 1,603,597.6000 1,603,597.60 0.056 89,801.47 0.956 1,533,039 009 UPRR PREQUALIFIED FLAGGING LS 309,760.0000 309,760.00 1.000 309,760 010 FLASHING ARROW SIGN EA 14,300.0000 143,000.00 9.000 128,700 011 TYPE III BARRICADE EA 520.9400 6,251.28 12.000 6,251 012 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.7800 7,571.80 1,622.000 9,375 013 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4200 221,340.00 681,615.000 286,278 014 PLASTIC TRAFFIC DRUMS EA 72.9100 37,913.20 997.000 72,691 015 PORTABLE RADAR SPEED FEEDBACK SIGN EA 30.8400 92,520.00 1,956.000 60,323 SYSTEM DAY 016 PORTABLE FLASHING BEACONS (EA) EA 2,513.2500 2,513.25 2.000 5,026 017 TEMPORARY PAVEMENT MARKER EA 8.8000 2,640.00 0.000 0 018 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 177,100.0000 177,100.00 0.056 9,917.60 0.956 169,307 019 TEMPORARY AUTOMATED END OF QUEUE WARNING EA 220.0100 66,003.00 716.000 157,527 SYSTEM (TYPE 1) DAY 020 TEMPORARY RAILING (TYPE K) LF 17.3000 2,473,900.00 139,440.000 2,412,312 021 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 7,700.0100 177,100.23 20.000 154,000 022 JOB SITE MANAGEMENT LS 680,560.6200 680,560.62 0.056 38,111.39 0.956 650,615 PROGRAM CAS145 PAGE 2 DATE 08/27/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H32U4 TIME 08:13 AM ESTIMATE NO. 028 BID OPENING 02/24/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: HENRY AUSTIN DATE OF THIS ESTIMATE 08/27/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PREPARE STORM WATER POLLUTION PREVENTION LS 6,050.0000 6,050.00 0.500 3,025 PLAN 024 RAIN EVENT ACTION PLAN EA 500.0000 7,500.00 33.000 16,500 025 STORM WATER SAMPLING AND ANALYSIS DAY EA 825.0000 15,675.00 47.000 38,775 026 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 027 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 1,130.7500 22,615.00 3.000 3,392.25 7.000 7,915 CONTROL) 028 TEMPORARY HYDRAULIC MULCH SQYD 0.5200 31,200.00 62,633.000 32,569 029 TEMPORARY CHECK DAM LF 11.0000 13,200.00 137.500 1,512 030 TEMPORARY DRAINAGE INLET PROTECTION EA 357.5000 85,800.00 55.000 19,662 031 TEMPORARY FIBER ROLL LF 9.0500 362,000.00 8,466.000 76,617 032 TEMPORARY REINFORCED SILT FENCE LF 16.9600 2,544.00 0.000 0 033 TEMPORARY CONSTRUCTION ENTRANCE EA 7,666.9700 30,667.88 0.000 0 034 STREET SWEEPING LS 824,568.3500 824,568.35 0.056 46,175.83 0.956 788,287 035 TEMPORARY CONCRETE WASHOUT LS 222,709.5400 222,709.54 0.950 211,574 036 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 825.0000 214,500.00 44.000 36,300 037 WATER QUALITY ANNUAL REPORT EA 660.0000 3,960.00 1.000 660 038 TREATED WOOD WASTE LB 0.2100 43,050.00 163,880.000 34,414 039 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 1,148.8600 119,481.44 6.000 6,893.16 139.000 159,691 040 NATURAL RESOURCE PROTECTION PLAN LS 4,532.0000 4,532.00 1.000 4,532 041 INVASIVE SPECIES CONTROL LS 49,781.3600 49,781.36 0.248 12,345 042 REMOVE CONCRETE (CY) CY 276.0200 16,561.20 0.000 0 043 TEMPORARY HIGH-VISIBILITY FENCE LF 11.0800 12,188.00 931.000 10,315 044 CLEARING AND GRUBBING (LS) LS 99,858.0000 99,858.00 1.000 99,858 045 ROADWAY EXCAVATION CY 47.1100 10,175,760.00 247,039.400 11,638,026 046 SHOULDER BACKING TON 77.0000 677,600.00 5,910.270 455,090 047 STRUCTURE EXCAVATION (BRIDGE) CY 477.6400 21,923.68 45.900 21,923 (F) 048 STRUCTURE BACKFILL (BRIDGE) CY 1,084.8100 37,968.35 35.000 37,968 (F) 049 DITCH EXCAVATION CY 275.0000 33,000.00 89.800 24,695 PROGRAM CAS145 PAGE 3 DATE 08/27/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H32U4 TIME 08:13 AM ESTIMATE NO. 028 BID OPENING 02/24/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: HENRY AUSTIN DATE OF THIS ESTIMATE 08/27/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.3300 363,000.00 2,037,161.000 672,263 051 FIBER REINFORCED MATRIX (SQFT) SQFT 0.2500 275,000.00 2,037,161.000 509,290 052 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 1.6800 19,152.00 11,330.000 19,034 053 COMPOST (CY) CY 197.8800 5,540.64 27.900 5,520 054 INCORPORATE MATERIALS SQFT 1.1200 2,564.80 2,290.000 2,564 055 FINISHING ROADWAY LS 110,000.0000 110,000.00 0.950 104,500 056 CLASS 2 AGGREGATE BASE (CY) CY 73.7000 3,228,060.00 49,464.090 3,645,503 057 REPLACE ASPHALT CONCRETE SURFACING CY 749.6400 239,884.80 1,485.930 1,113,912 058 HOT MIX ASPHALT (TYPE A) TON 157.6700 11,273,405.00 85,634.150 13,501,936 059 DATA CORE LS 20,570.0000 20,570.00 0.000 0 060 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.3000 8,448.00 5,874.000 19,384 061 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.3000 10,065.00 3,935.000 12,985 062 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 37.4000 175,032.00 10,430.220 390,090 AREA) 063 TACK COAT TON 1,962.4000 35,323.20 2.000 3,924 064 REMOVE ASPHALT CONCRETE DIKE LF 4.9500 16,483.50 5,484.000 27,145 065 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 14.4800 531,416.00 36,662.770 530,876 066 JOINTED PLAIN CONCRETE PAVEMENT CY 378.2400 43,119,360.00 113,746.020 43,023,294 067 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 1,077.3800 1,939,284.00 1,035.510 1,115,637 068 JOINT SEAL (SILICONE) LF 5.9800 2,093,000.00 378,780.500 2,265,107 069 ISOLATION JOINT SEAL (ASPHALT RUBBER) LF 5.5000 68,200.00 8,953.000 49,241 070 GRIND EXISTING CONCRETE PAVEMENT SQYD 13.6000 323,680.00 99,275.000 1,350,140 071 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 2,354.5900 612,193.40 256.000 602,775 (SIGN FOUNDATION) 072 STRUCTURAL CONCRETE, BRIDGE CY 5,585.1100 2,084,363.05 373.200 2,084,363 (F) 073 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 3,114.0400 2,584,653.20 830.000 2,584,653 (F) FIBER) 074 AGGREGATE BASE (APPROACH SLAB) CY 834.9800 31,729.24 38.000 31,729 075 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,840.1500 688,216.10 381.000 701,097 R) 076 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,199.0600 336,344.71 80.100 336,344 (F) PROGRAM CAS145 PAGE 4 DATE 08/27/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H32U4 TIME 08:13 AM ESTIMATE NO. 028 BID OPENING 02/24/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: HENRY AUSTIN DATE OF THIS ESTIMATE 08/27/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 DRILL AND BOND DOWEL LF 37.3900 33,090.15 885.000 33,090 078 CLEAN EXPANSION JOINT LF 42.9000 12,912.90 50.000 2,145.00 253.000 10,853 079 JOINT SEAL (MR 1/2") LF 90.2000 26,699.20 50.000 4,510.00 121.000 10,914 080 JOINT SEAL (MR 1") LF 103.4000 12,925.00 153.000 15,820 081 JOINT SEAL (MR 1 1/2") LF 173.8000 57,527.80 475.000 82,555 082 JOINT SEAL (MR 2") LF 216.7000 37,922.50 71.000 15,385 083 JOINT SEAL (TYPE AL) LF 59.4000 35,105.40 591.000 35,105 084 BAR REINFORCING STEEL (BRIDGE) LB 2.1300 148,497.21 69,717.000 148,497 (F) 085 BAR REINFORCING STEEL (BRIDGE, EPOXY LB 2.8100 1,114,302.69 396,549.000 1,114,302 COATED) 086 BAR REINFORCING STEEL (BRIDGE, STAINLESS LB 5.4500 19,761.70 3,626.000 19,761 STEEL) 087 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 7.1600 1,510,760.00 210,179.000 1,504,881 088 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.5500 116,050.00 210,179.000 115,598 089 ALUMINUM WALKWAY GRATING (VERSATILE SQFT 99.1000 149,641.00 157.500 15,608.25 1,507.500 149,393 TRUSS) 090 PUBLIC SAFETY PLAN LS 16,552.1000 16,552.10 1.000 16,552 091 REMOVE POLYESTER CONCRETE OVERLAY SQFT 3.3000 101,531.10 34,378.400 113,448 092 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.1000 58,384.70 70,054.970 77,060 093 REFINISH BRIDGE DECK SQFT 16.5000 49,615.50 0.000 0 094 FURNISH POLYESTER CONCRETE OVERLAY CF 104.8300 437,979.74 7,851.660 823,089 095 FURNISH POLYESTER CONCRETE OVERLAY CF 104.8300 2,253,845.00 162.590 17,044 (HIGHWAY) 096 PLACE POLYESTER CONCRETE OVERLAY SQFT 6.6200 351,369.74 70,054.970 463,763 (F) 097 PLACE POLYESTER CONCRETE OVERLAY SQFT 1.7100 376,200.00 5,383.800 9,206 (HIGHWAY) 098 BRIDGE REMOVAL (PORTION), LOCATION A LS 7,807,940.4000 7,807,940.40 0.990 7,729,861 099 BRIDGE REMOVAL (PORTION), LOCATION B LS 155,453.6700 155,453.67 1.000 155,453 100 BRIDGE REMOVAL (PORTION), LOCATION C LS 63,905.3600 63,905.36 1.000 63,905 101 BRIDGE REMOVAL (PORTION), LOCATION D LS 42,513.1700 42,513.17 1.000 42,513 102 BRIDGE REMOVAL (PORTION), LOCATION E LS 58,869.0000 58,869.00 1.000 58,869 103 CONCRETE COLLAR EA 620.8100 5,587.29 7.000 4,345 PROGRAM CAS145 PAGE 5 DATE 08/27/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H32U4 TIME 08:13 AM ESTIMATE NO. 028 BID OPENING 02/24/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: HENRY AUSTIN DATE OF THIS ESTIMATE 08/27/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 24" TEMPORARY CULVERT LF 99.0000 433,620.00 4,763.000 471,537 105 18" REINFORCED CONCRETE PIPE LF 390.2300 93,655.20 235.000 91,704 106 24" REINFORCED CONCRETE PIPE LF 443.4400 350,317.60 714.500 316,837 107 24" POLYMERIC SHEET COATED CORRUGATED LF 372.4900 52,148.60 92.000 34,269 STEEL PIPE (.109" THICK) 108 18" POLYMERIC SHEET COATED CORRUGATED LF 354.7500 81,592.50 240.000 85,140 STEEL SPIRAL RIB PIPE (.138" THICK) 109 18" POLYMERIC SHEET COATED CORRUGATED LF 295.6300 118,252.00 409.000 120,912 STEEL PIPE DOWNDRAIN (0.109" THICK) 110 FLUME DOWNDRAIN LF 473.0000 3,311.00 6.800 3,216 111 18" TAPERED INLET EA 1,537.2500 7,686.25 1.000 1,537 112 ANCHOR ASSEMBLY EA 1,478.1300 42,865.77 35.000 51,734 113 FLUME ANCHOR ASSEMBLY EA 1,123.3800 11,233.80 2.000 2,246 114 REMOVE OVERSIDE DRAIN EA 1,892.0000 13,244.00 4.000 7,568 115 REMOVE CULVERT (LF) LF 118.2500 63,855.00 449.700 53,177 116 REMOVE INLET EA 3,251.8800 39,022.56 11.000 35,770 117 ADJUST INLET EA 2,956.2500 2,956.25 1.000 2,956 118 24" CURED-IN-PLACE PIPELINER LF 667.7600 73,453.60 55.000 36,726 119 MINOR CONCRETE (INVERT PAVING) CY 11,233.7600 5,616.88 0.500 5,616 120 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 514.3900 20,575.60 65.600 33,743 METHOD B) (CY) 121 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.7300 364.21 163.700 774 122 MINOR CONCRETE (CURB) (CY) CY 1,292.5000 1,783,650.00 1,394.110 1,801,887 123 MINOR CONCRETE (MISCELLANEOUS CY 880.0000 5,280.00 17.860 15,716 CONSTRUCTION) 124 MINOR CONCRETE (COLORED CONCRETE) CY 1,606.0000 610,280.00 338.410 543,486 125 MISCELLANEOUS IRON AND STEEL LB 5.9100 95,062.35 16,085.000 95,062 (F) 126 ACCESS DOOR ASSEMBLY EA 3,812.8300 7,625.66 2.000 7,625 127 MISCELLANEOUS METAL (BRIDGE) LB 20.4300 223,218.18 10,926.000 223,218 (F) 128 BRIDGE DECK DRAINAGE SYSTEM LB 29.2200 77,520.66 2,653.000 77,520 (F) 129 RELOCATION OF WATERLINE (TEMPORARY) LS 195,010.2000 195,010.20 1.000 195,010 130 WATER SUPPLY LINE LS 463,309.2000 463,309.20 0.050 23,165.46 1.000 463,309 PROGRAM CAS145 PAGE 6 DATE 08/27/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H32U4 TIME 08:13 AM ESTIMATE NO. 028 BID OPENING 02/24/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: HENRY AUSTIN DATE OF THIS ESTIMATE 08/27/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 REMOVE PAVEMENT MARKER EA 2.4800 9,349.60 1,760.000 4,364 132 DELINEATOR (CLASS 2) EA 38.5000 30,030.00 89.000 3,426.50 869.000 33,456 133 PAVEMENT MARKER EA 30.8000 265,188.00 512.000 15,769.60 9,005.000 277,354 (RETROREFLECTIVE-RECESSED) 134 MILEPOST MARKER EA 82.5000 4,455.00 27.000 2,227 135 MARKER (CULVERT) EA 66.0000 3,762.00 57.000 3,762 136 TREATMENT BEST MANAGEMENT PRACTICE EA 110.0000 4,840.00 44.000 4,840.00 44.000 4,840 MARKER 137 CONCRETE BARRIER MARKER EA 27.5000 2,200.00 30.000 825 138 OBJECT MARKER (TYPE P) EA 137.5000 2,612.50 0.000 0 139 OBJECT MARKER (TYPE L-1) EA 110.0000 990.00 8.000 880.00 9.000 990 140 REMOVE MARKER EA 27.5000 550.00 14.000 385.00 20.000 550 141 REMOVE ROADSIDE SIGN (WOOD POST) EA 77.0000 3,927.00 57.000 4,389 142 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 82.5000 1,320.00 17.000 1,402 BRACKET METHOD) 143 REMOVE ROADSIDE SIGN PANEL EA 165.0000 330.00 1.000 165 144 REMOVE ROADSIDE SIGN (STEEL POST) EA 3,025.0000 18,150.00 8.000 24,200 145 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 41.2500 18,562.50 463.000 19,098 146 FURNISH LAMINATED PANEL SIGN (2 SQFT 47.3000 33,110.00 646.300 30,569 1/2"-TYPE B) 147 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 26.4000 2,164.80 0.000 0 (0.063"-UNFRAMED) 148 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.8800 7,152.00 630.650 11,276 (0.080"-UNFRAMED) 149 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 41.8000 4,598.00 98.300 4,108 (0.063"-FRAMED) 150 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 33.0000 15,510.00 465.200 15,351 (0.080"-FRAMED) 151 METAL (BARRIER MOUNTED SIGN) LB 13.2000 6,864.00 0.000 0 152 ROADSIDE SIGN - ONE POST EA 407.0000 8,954.00 21.000 8,547 153 ROADSIDE SIGN - TWO POST EA 1,045.0000 15,675.00 13.000 13,585 154 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 121.0000 2,662.00 1.000 121.00 9.000 1,089 METHOD) 155 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 121.0000 1,573.00 13.000 1,573 POST 156 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 13,200.0000 171,600.00 7.000 92,400 BOX POST) 157 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 35.2000 53,856.00 1,966.500 69,220 PROGRAM CAS145 PAGE 7 DATE 08/27/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H32U4 TIME 08:13 AM ESTIMATE NO. 028 BID OPENING 02/24/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: HENRY AUSTIN DATE OF THIS ESTIMATE 08/27/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 37.9500 436,425.00 12,275.000 465,836 159 VEGETATION CONTROL (MINOR CONCRETE) SQYD 44.0000 435,600.00 6,835.490 300,761 160 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 237.0700 277,371.90 1,170.000 277,371 (F) 161 TUBULAR BICYCLE RAILING LF 170.5000 64,278.50 377.000 64,278 (F) 162 DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL LF 77.0000 34,650.00 451.000 34,727 POST) 163 CONCRETE BARRIER (TYPE 60M MODIFIED) LF 346.1000 4,153.20 12.000 4,153 164 TRANSITION RAILING (TYPE WB-31) EA 4,400.0000 83,600.00 14.000 61,600 165 RAIL TENSIONING ASSEMBLY EA 907.5000 4,537.50 5.000 4,537 166 END CAP (TYPE TC) EA 165.0000 165.00 0.000 0 167 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 825.0000 4,125.00 2.000 1,650 168 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,180.0000 58,520.00 17.000 71,060 169 CRASH CUSHION (TYPE CAT) EA 8,630.2600 8,630.26 0.000 0 170 MAX-TENSION MEDIAN TERMINAL SYSTEM EA 9,900.0000 49,500.00 5.000 49,500 171 CONCRETE BARRIER (TYPE 60M) LF 347.2700 45,145.10 30.000 10,418 172 CONCRETE BARRIER (TYPE 60MC) LF 461.0900 419,591.90 390.000 179,825 173 CONCRETE BARRIER (TYPE 60MF) LF 959.7100 80,615.64 68.500 65,740 174 CONCRETE BARRIER (TYPE 60MGF) LF 815.5500 154,954.50 185.000 150,876 175 CONCRETE BARRIER (TYPE 60MA MODIFIED) LF 324.9900 204,093.72 628.000 204,093 176 RELOCATE PORTABLE CONCRETE BARRIER (TYPE LF 10.8900 25,047.00 1,150.000 12,523 60K) 177 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 380.6600 699,272.42 1,837.000 699,272 (F) 178 REMOVE GUARDRAIL LF 1.8700 26,367.00 15,920.250 29,770 179 SALVAGE METAL BRIDGE RAILING LF 25.3800 13,806.72 544.000 13,806 180 REMOVE CONCRETE BARRIER LF 48.8400 127,960.80 634.000 30,964 181 THERMOPLASTIC PAVEMENT MARKING SQFT 9.9000 14,355.00 886.000 8,771.40 2,589.000 25,631 182 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 13.2000 9,900.00 126.000 1,663 183 REMOVE TRAFFIC STRIPE (HIGH-PRESSURE LF 0.6100 150,670.00 219,537.000 133,917 WATER BLASTING) 184 12" RUMBLE STRIP (CONCRETE PAVEMENT) STA 58.3000 54,219.00 88.880 5,181.70 2,254.230 131,421 PROGRAM CAS145 PAGE 8 DATE 08/27/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H32U4 TIME 08:13 AM ESTIMATE NO. 028 BID OPENING 02/24/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: HENRY AUSTIN DATE OF THIS ESTIMATE 08/27/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 6" METHYL METHACRYLATE PAINT TRAFFIC LF 4.7300 35,238.50 7,450.000 35,238.50 7,450.000 35,238 STRIPE 186 6" METHYL METHACRYLATE PAINT TRAFFIC LF 1.5400 924.00 600.000 924.00 600.000 924 STRIPE (BROKEN 17-7) 187 6" METHYL METHACRYLATE PAINT TRAFFIC LF 1.5400 8,485.40 5,510.000 8,485.40 5,510.000 8,485 STRIPE (BROKEN 36-12) 188 6" METHYL METHACRYLATE PAINT TRAFFIC LF 5.1700 1,571,680.00 -3,727.000 -19,268.59 326,085.000 1,685,859 STRIPE (RECESSED) 189 6" METHYL METHACRYLATE PAINT TRAFFIC LF 1.9300 4,593.40 154.000 297.22 2,074.000 4,002 STRIPE (RECESSED, BROKEN 17-7) 190 6" METHYL METHACRYLATE PAINT TRAFFIC LF 1.9300 405,300.00 -2,380.000 -4,593.40 219,807.000 424,227 STRIPE (RECESSED, BROKEN 36-12) 191 12" METHYL METHACRYLATE PAINT TRAFFIC LF 14.0300 262,361.00 20,073.000 281,624 STRIPE (RECESSED) 192 CONTRAST STRIPE THERMOPLASTIC LF 0.7200 278,640.00 0.000 0 193 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 16,500.0000 16,500.00 0.972 16,038 SYSTEM ELEMENTS DURING CONSTRUCTION 194 ROADSIDE WEATHER INFORMATION SYSTEM LS 294,568.4200 294,568.42 0.997 293,684 195 CHANGEABLE MESSAGE SIGN SYSTEM LS 455,747.3700 455,747.37 0.706 321,757 196 CAMERA SYSTEMS LS 330,138.9500 330,138.95 0.950 313,632 197 MODIFYING CAMERA SYSTEMS LS 541,338.9500 541,338.95 0.933 505,069 198 MODIFYING TRAFFIC MONITORING STATIONS LS 133,100.0000 133,100.00 0.000 0 199 MODIFYING CHANGEABLE MESSAGE SIGN LS 469,086.3200 469,086.32 0.690 323,669 SYSTEMS PROGRAM CAS145 PAGE 9 DATE 08/27/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H32U4 TIME 08:13 AM ESTIMATE NO. 028 BID OPENING 02/24/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: HENRY AUSTIN DATE OF THIS ESTIMATE 08/27/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 559,048.33 128,601,653.73 ADJUSTMENT OF COMPENSATION 37,203.80 4,063,879.93 EXTRA WORK 95,469.08 4,154,983.85 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 691,721.21 136,820,517.51 200 MOBILIZATION LS 13,146,846.2600 13,146,846.26 1.000 13,146,846 ORIGINAL CONTRACT AMOUNT 140,630,444.10 TOTAL WORK COMPLETED 691,721.21 149,967,363.77 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -10,000.00 -43,376.22 TOTAL 681,721.21 149,923,987.55 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 06/06/23 520 06/12/23 06/12/23 09/23/25 499 47 2 0 97% 96% PROGRESS IS SATISFACTORY HENRY AUSTIN RESIDENT ENGINEER