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 12/27/24 EST. NO. 039 TIME 11:32 AM R.E. NAME: BROWN, PAUL 08-1C0824 --------------------------------------------------------------------------- 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 0001 17,813.18 E.W. @ F.A.(+) 121124 N 66 007 0001 4,998.40 E.W. @ F.A.(+) 121124 N 61 013 0006 129,250.00 E.W. @ F.A.(+) 121124 N 62 023 0005 904,895.21 E.W. @ L.S.(+) 121124 N 63 026 0001 7,106.00 E.W. @ L.S.(+) 121124 N 64 1,064,062.79 TOTAL THIS ESTIMATE 68,087,778.20 TOTAL PREVIOUS ESTIMATE 69,151,840.99 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 12/27/24 EST. NO. 039 TIME 11:32 AM R.E. NAME: BROWN, PAUL 08-1C0824 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP - CONC WASHOUT -2,665,190.60 026 SWPPP - CONC WASHOUT 2,665,190.60 027 CEM 2402F -10,000.00 039 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION APRIL 2023 -10,000.00 019 APRIL 2023 10,000.00 020 0.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 201 -153,052.95 006 OVERBID ITEM NO. 201 -40,814.12 009 OVERBID ITEM NO. 201 -10,203.53 019 OVERBID ITEM NO. 201 204,070.60 039 204,070.60 0.00 TOTAL DEDUCTIONS 194,070.60 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 12/27/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C0824 TIME 11:32 AM ESTIMATE NO. 039 BID OPENING 03/09/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/11/24 R.E. NAME: BROWN, PAUL DATE OF THIS ESTIMATE 12/27/24 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 08-RIV-10-R104.9/R134.2 ---------------------------------- FISHER SAND & GRAVEL CO. NEAR BLYTHE, FROM SR 10/177 SEP TO 1302 W. DRIVERS WAY NEAR BLYTHE, FROM SR 10/177 SEP TO TEMPE AZ 85284 1.05 MI W/O WILEY'S WELL RD OC FED. AID NO. B1IM-010 -3(112)E REHABILITATE MAINLINE PAVEMENT, ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 100,000.0000 100,000.00 1.000 100,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 6,000.0000 4,500,000.00 510.000 3,060,000 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 132,000.00 22.000 132,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 32,000.00 160.000 32,000 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 1,200,000.0000 1,200,000.00 1.000 1,200,000 007 CONSTRUCTION AREA SIGNS LS 230,000.0000 230,000.00 1.000 230,000 008 TRAFFIC CONTROL SYSTEM LS 1,450,000.0000 1,450,000.00 0.997 1,445,650 009 FLASHING ARROW SIGN EA 15,000.0000 30,000.00 1.996 29,940 010 TYPE III BARRICADE EA 90.0000 2,880.00 32.000 2,880 011 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.0000 159.00 53.000 159 012 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 485,000.00 712,800.000 178,200 013 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 24,800.00 620.000 24,800 014 PLASTIC TRAFFIC DRUMS EA 45.0000 11,250.00 250.000 11,250 015 PORTABLE FLASHING BEACON EA 1,300.0000 9,100.00 7.000 9,100 016 PORTABLE RADAR SPEED FEEDBACK SIGN EA 110.0000 214,500.00 1,950.000 214,500 SYSTEM DAY 017 TEMPORARY PAVEMENT MARKER EA 2.0000 58,000.00 29,000.000 58,000 018 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 37,500.0000 600,000.00 16.000 600,000 019 TEMPORARY RAILING (TYPE K) LF 12.0000 8,088,000.00 540,000.000 6,480,000 020 TEMPORARY CRASH CUSHION MODULE EA 250.0000 112,500.00 450.000 112,500 021 ALTERNATIVE TEMPORARY CRASH CUSHION EA 4,500.0000 405,000.00 90.000 405,000 022 TEMPORARY TRAFFIC SCREEN LF 3.0000 2,022,000.00 28,000.000 84,000 PROGRAM CAS145 PAGE 2 DATE 12/27/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C0824 TIME 11:32 AM ESTIMATE NO. 039 BID OPENING 03/09/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/11/24 R.E. NAME: BROWN, PAUL DATE OF THIS ESTIMATE 12/27/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY RADAR SPEED FEEDBACK EA 15,000.0000 60,000.00 4.000 60,000 SIGN SYSTEM 024 JOB SITE MANAGEMENT LS 60,000.0000 60,000.00 0.996 59,760 025 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 1.000 2,000 PLAN 026 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 3.000 6,000 027 MOVE-IN/MOVE-OUT EA 500.0000 3,000.00 6.000 3,000 (TEMPORARY EROSION CONTROL) 028 TEMPORARY SOIL BINDER SQYD 0.2500 275,000.00 0.000 0 029 TEMPORARY DRAINAGE INLET PROTECTION EA 210.0000 12,600.00 60.000 12,600 030 TEMPORARY FIBER ROLL LF 3.2500 325,000.00 100,000.000 325,000 031 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 60,000.00 11.998 59,990 032 STREET SWEEPING LS 600,000.0000 600,000.00 1.000 600,000 033 TEMPORARY CONCRETE WASHOUT LS 70,000.0000 70,000.00 1.000 70,000 034 ASBESTOS COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 035 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.2000 4,360.00 21,800.000 4,360 STRIPE (HAZARDOUS WASTE) 036 TREATED WOOD WASTE LB 0.3000 106,200.00 354,000.000 106,200 037 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 500,000.0000 500,000.00 1.000 500,000 038 NATURAL RESOURCE PROTECTION PLAN LS 10,000.0000 10,000.00 1.000 10,000 039 CLEARING AND GRUBBING (LS) LS 750,000.0000 750,000.00 1.000 750,000 040 ROADWAY EXCAVATION CY 27.0000 7,479,000.00 801,505.920 21,640,659 041 SHOULDER BACKING TON 18.0000 1,333,800.00 65,389.000 1,177,002 042 STRUCTURE EXCAVATION (BRIDGE) CY 26.0000 297,414.00 0.000 0 (F) 043 STRUCTURE EXCAVATION CY 15.0000 1,995,000.00 133,000.000 1,995,000 (ROCK SLOPE PROTECTION) 044 SAND BEDDING CY 45.0000 257,400.00 5,720.000 257,400 045 STRUCTURE BACKFILL (BRIDGE) CY 75.0000 654,600.00 0.000 0 (F) 046 IMPORTED BORROW (CY) CY 20.0000 25,600,000.00 0.000 0 047 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,500.0000 6,000.00 4.000 6,000 048 DUFF (ACRE) ACRE 600.0000 132,000.00 220.000 132,000 049 FIBER ROLLS LF 4.0000 4,120.00 1,030.000 4,120 PROGRAM CAS145 PAGE 3 DATE 12/27/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C0824 TIME 11:32 AM ESTIMATE NO. 039 BID OPENING 03/09/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/11/24 R.E. NAME: BROWN, PAUL DATE OF THIS ESTIMATE 12/27/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 HYDROSEED SQFT 0.1000 923,000.00 7,623,006.000 762,300.60 17,141,046.000 1,714,104 051 CLASS 2 AGGREGATE SUBBASE CY 30.0000 573,000.00 44,196.000 1,325,880 052 CLASS 2 AGGREGATE BASE (CY) CY 23.0000 4,830,000.00 151,396.000 3,482,108 053 LEAN CONCRETE BASE RAPID SETTING CY 300.0000 684,000.00 0.000 0 054 REPLACE ASPHALT CONCRETE SURFACING CY 150.0000 1,476,000.00 0.000 0 055 PRIME COAT TON 700.0000 651,000.00 1,004.250 702,975 056 HOT MIX ASPHALT (TYPE A) TON 74.0000 42,402,000.00 331,411.120 24,524,422 057 MINOR HOT MIX ASPHALT TON 600.0000 51,600.00 86.000 51,600 058 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 100.0000 690,000.00 6,900.000 690,000 059 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 2,250.00 750.000 2,250 060 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 3.0000 450.00 150.000 450 061 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 26,160.00 8,720.000 26,160 062 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 4,080.00 1,360.000 4,080 063 PLACE HOT MIX ASPHALT SQYD 100.0000 65,000.00 650.000 65,000 (MISCELLANEOUS AREA) 064 TACK COAT TON 600.0000 396,000.00 660.000 396,000 065 REMOVE ASPHALT CONCRETE DIKE LF 3.0000 26,010.00 8,670.000 26,010 066 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.5000 2,232,500.00 75,913.370 189,783 067 REMOVE BASE AND SURFACING CY 30.0000 372,000.00 0.000 0 068 CONTINUOUSLY REINFORCED CONCRETE CY 250.0000 6,775,000.00 0.000 0 PAVEMENT 069 JOINTED PLAIN CONCRETE PAVEMENT CY 180.0000 26,820,000.00 359,544.000 64,717,920 070 JOINTED PLAIN CONCRETE PAVEMENT CY 180.0000 44,820,000.00 0.000 0 FOR CONCRETE OVERLAY OVER ASPHALT (JPCP-COA) 071 JOINTED PLAIN CONCRETE PAVEMENT CY 360.0000 1,638,000.00 5,462.000 1,966,320 (RSC) 072 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 200.0000 374,200.00 0.000 0 073 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 875.0000 1,393,875.00 0.000 0 (F) 074 STRUCTURAL CONCRETE, BRIDGE CY 2,000.0000 3,196,000.00 0.000 0 (F) 075 STRUCTURAL CONCRETE, BRIDGE CY 1,650.0000 7,466,250.00 0.000 0 (F) (POLYMER FIBER) PROGRAM CAS145 PAGE 4 DATE 12/27/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C0824 TIME 11:32 AM ESTIMATE NO. 039 BID OPENING 03/09/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/11/24 R.E. NAME: BROWN, PAUL DATE OF THIS ESTIMATE 12/27/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 AGGREGATE BASE (APPROACH SLAB) CY 225.0000 117,450.00 4,293.000 965,925 077 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,000.0000 2,329,000.00 0.000 0 (F) (TYPE N) 078 STRUCTURAL CONCRETE, APPROACH SLAB CY 900.0000 4,615,200.00 3,785.200 3,406,680 (TYPE R) 079 STRUCTURAL CONCRETE, BOX CULVERT CY 580.0000 114,260.00 0.000 0 (F) 080 STRUCTURAL CONCRETE, HEADWALL CY 575.0000 33,925.00 0.000 0 081 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,100.0000 26,400.00 24.000 26,400 082 PAVING NOTCH EXTENSION CF 110.0000 299,750.00 2,285.400 251,394 083 DRILL AND BOND DOWEL LF 45.0000 652,095.00 28,982.000 1,304,190 084 JOINT SEAL (MR 1/2") LF 45.0000 136,710.00 3,038.000 136,710 085 JOINT SEAL (MR 1") LF 50.0000 107,650.00 2,153.000 107,650 086 BAR REINFORCING STEEL LB 6.0000 39,960.00 6,600.000 39,600 087 BAR REINFORCING STEEL (BRIDGE) LB 1.5000 3,106,230.00 0.000 0 (F) 088 BAR REINFORCING STEEL (BOX CULVERT) LB 1.5000 66,849.00 0.000 0 (F) 089 HEADED BAR REINFORCEMENT EA 50.0000 6,200.00 0.000 0 (F) 090 REMOVE ASPHALT CONCRETE SURFACING SQFT 0.2000 45,909.80 2,159.500 431.90 229,549.000 45,909 091 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.3000 99,863.70 223,017.000 66,905 092 FURNISH POLYESTER CONCRETE OVERLAY CF 75.0000 2,081,100.00 25,482.960 1,911,222 093 PLACE POLYESTER CONCRETE OVERLAY SQFT 4.0000 1,331,516.00 332,879.000 1,331,516 (F) 094 BRIDGE REMOVAL (PORTION), LOCATION A LS 40,000.0000 40,000.00 1.000 40,000 095 BRIDGE REMOVAL (PORTION), LOCATION B LS 40,000.0000 40,000.00 1.000 40,000 096 BRIDGE REMOVAL (PORTION), LOCATION C LS 40,000.0000 40,000.00 1.000 40,000 097 BRIDGE REMOVAL (PORTION), LOCATION D LS 40,000.0000 40,000.00 1.000 40,000 098 BRIDGE REMOVAL (PORTION), LOCATION E LS 40,000.0000 40,000.00 1.000 40,000 099 BRIDGE REMOVAL (PORTION), LOCATION F LS 40,000.0000 40,000.00 1.000 40,000 100 BRIDGE REMOVAL (PORTION), LOCATION G LS 40,000.0000 40,000.00 1.000 40,000 101 BRIDGE REMOVAL (PORTION), LOCATION H LS 40,000.0000 40,000.00 1.000 40,000 102 BRIDGE REMOVAL (PORTION), LOCATION I LS 40,000.0000 40,000.00 1.000 40,000 PROGRAM CAS145 PAGE 5 DATE 12/27/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C0824 TIME 11:32 AM ESTIMATE NO. 039 BID OPENING 03/09/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/11/24 R.E. NAME: BROWN, PAUL DATE OF THIS ESTIMATE 12/27/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 BRIDGE REMOVAL (PORTION), LOCATION J LS 40,000.0000 40,000.00 1.000 40,000 104 BRIDGE REMOVAL (PORTION), LOCATION K LS 40,000.0000 40,000.00 1.000 40,000 105 BRIDGE REMOVAL (PORTION), LOCATION L LS 40,000.0000 40,000.00 1.000 40,000 106 BRIDGE REMOVAL (PORTION), LOCATION M LS 40,000.0000 40,000.00 1.000 40,000 107 BRIDGE REMOVAL (PORTION), LOCATION N LS 40,000.0000 40,000.00 1.000 40,000 108 BRIDGE REMOVAL (PORTION), LOCATION O LS 40,000.0000 40,000.00 1.000 40,000 109 BRIDGE REMOVAL (PORTION), LOCATION P LS 40,000.0000 40,000.00 1.000 40,000 110 BRIDGE REMOVAL (PORTION), LOCATION Q LS 40,000.0000 40,000.00 1.000 40,000 111 BRIDGE REMOVAL (PORTION), LOCATION R LS 40,000.0000 40,000.00 1.000 40,000 112 BRIDGE REMOVAL (PORTION), LOCATION S LS 40,000.0000 40,000.00 1.000 40,000 113 BRIDGE REMOVAL (PORTION), LOCATION T LS 40,000.0000 40,000.00 1.000 40,000 114 BRIDGE REMOVAL (PORTION), LOCATION U LS 40,000.0000 40,000.00 1.000 40,000 115 BRIDGE REMOVAL (PORTION), LOCATION V LS 40,000.0000 40,000.00 1.000 40,000 116 BRIDGE REMOVAL (PORTION), LOCATION W LS 40,000.0000 40,000.00 1.000 40,000 117 18" CORRUGATED STEEL PIPE (.109" THICK) LF 100.0000 99,000.00 990.000 99,000 118 24" CORRUGATED STEEL PIPE (.109" THICK) LF 150.0000 199,500.00 1,330.000 199,500 119 30" CORRUGATED STEEL PIPE (.109" THICK) LF 200.0000 200,000.00 1,000.000 200,000 120 48" CORRUGATED STEEL PIPE (.109" THICK) LF 240.0000 79,200.00 330.000 79,200 121 8" PERFORATED STEEL PIPE UNDERDRAIN LF 125.0000 9,250.00 74.000 9,250 (.064" THICK) 122 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 135.0000 19,980.00 0.000 0 (.064" THICK) 123 36" CORRUGATED STEEL PIPE INLET LF 375.0000 48,750.00 130.000 48,750 (.079" THICK) 124 18" STEEL FLARED END SECTION EA 400.0000 12,000.00 30.000 12,000 125 24" STEEL FLARED END SECTION EA 450.0000 8,100.00 18.000 8,100 126 30" STEEL FLARED END SECTION EA 900.0000 9,000.00 10.000 9,000 127 REMOVE OVERSIDE DRAIN EA 1,500.0000 21,000.00 14.000 21,000 128 REMOVE CULVERT (LF) LF 200.0000 1,200.00 6.000 1,200 129 REMOVE HEADWALL EA 3,000.0000 6,000.00 2.000 6,000 PROGRAM CAS145 PAGE 6 DATE 12/27/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C0824 TIME 11:32 AM ESTIMATE NO. 039 BID OPENING 03/09/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/11/24 R.E. NAME: BROWN, PAUL DATE OF THIS ESTIMATE 12/27/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 REMOVE FLARED END SECTION (EA) EA 300.0000 900.00 3.000 900 131 ADJUST INLET EA 550.0000 550.00 1.000 550 132 SLOPE PAVING (CONCRETE) CY 600.0000 62,400.00 1.500 900.00 105.500 63,300 133 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 134 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 135 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 136 CONCRETED-ROCK SLOPE PROTECTION CY 300.0000 67,800.00 226.000 67,800 (60 LB, CLASS II, METHOD B) (CY) 137 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 138 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.0000 9,400.00 940.000 9,400 139 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 140 MINOR CONCRETE (GUTTER) (CY) CY 600.0000 7,200.00 12.000 7,200 141 MISCELLANEOUS IRON AND STEEL LB 5.0000 204,480.00 40,896.000 204,480 (F) 142 SURVEY MONUMENT (TYPE B) EA 2,000.0000 20,000.00 10.000 20,000.00 10.000 20,000 143 OBLITERATE SURFACING SQYD 5.0000 23,650.00 4,730.000 23,650 144 FENCE (TYPE BW, METAL POST) LF 20.0000 364,000.00 18,200.000 364,000 145 REMOVE FENCE (TYPE BW) LF 3.5000 63,000.00 18,000.000 63,000 146 TEMPORARY DESERT TORTOISE FENCE LF 5.0000 247,500.00 32,160.000 160,800 147 REMOVE PAVEMENT MARKER EA 1.5000 4,005.00 2,670.000 4,005 148 DELINEATOR (SPECIAL) EA 55.0000 3,300.00 60.000 3,300.00 60.000 3,300 149 DELINEATOR (CLASS 1) EA 55.0000 88,550.00 1,610.000 88,550 150 GUARD RAILING DELINEATOR EA 30.0000 13,800.00 460.000 13,800 151 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 42,900.00 14,300.000 42,900 152 MILEPOST MARKER EA 100.0000 6,400.00 64.000 6,400 153 MARKER (CULVERT) EA 100.0000 12,000.00 120.000 12,000.00 120.000 12,000 154 OBJECT MARKER EA 110.0000 10,780.00 98.000 10,780 155 REMOVE ROADSIDE SIGN (WOOD POST) EA 75.0000 13,500.00 180.000 13,500 156 RESET ROADSIDE SIGN EA 300.0000 8,100.00 27.000 8,100 PROGRAM CAS145 PAGE 7 DATE 12/27/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C0824 TIME 11:32 AM ESTIMATE NO. 039 BID OPENING 03/09/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/11/24 R.E. NAME: BROWN, PAUL DATE OF THIS ESTIMATE 12/27/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 9,900.00 900.000 9,900 (0.063"-UNFRAMED) 158 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 16,440.00 1,370.000 16,440 (0.080"-UNFRAMED) 159 ROADSIDE SIGN - ONE POST EA 450.0000 81,000.00 180.000 81,000 160 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 30.0000 579,000.00 19,300.000 579,000 161 VEGETATION CONTROL (MINOR CONCRETE) SQYD 80.0000 1,080,000.00 0.000 0 162 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 70.0000 14,000.00 200.000 14,000 (STEEL POST) 163 CABLE RAILING LF 60.0000 7,680.00 128.000 7,680 (F) 164 TRANSITION RAILING (TYPE WB-31) EA 4,500.0000 432,000.00 96.000 432,000 165 RAIL TENSIONING ASSEMBLY EA 800.0000 3,200.00 4.000 3,200 166 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,250.0000 7,500.00 6.000 7,500 167 SEVERE-DUTY CRASH CUSHION SYSTEM EA 40,000.0000 160,000.00 4.000 160,000 168 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,000.0000 392,000.00 98.000 392,000 169 CONCRETE BARRIER (TYPE 60SD) LF 175.0000 63,000.00 360.000 63,000 170 CONCRETE BARRIER (TYPE 842R) LF 125.0000 729,000.00 17,496.000 2,187,000 (F) 171 CONCRETE BARRIER (TYPE 836B) LF 145.0000 42,050.00 290.000 42,050 (F) 172 CONCRETE BARRIER TRANSITION LF 210.0000 6,720.00 32.000 6,720 (F) 173 CONCRETE BARRIER (TYPE 842) LF 135.0000 1,500,120.00 0.000 0 (F) 174 REMOVE GUARDRAIL LF 7.5000 185,250.00 24,700.000 185,250 175 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 155,400.00 36,088.370 108,265 (ENHANCED WET NIGHT VISIBILITY) 176 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,450.00 1,066.000 1,066 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 177 PAINT TRAFFIC STRIPE (1-COAT) LF 0.1000 33,800.00 313,770.000 31,377.00 651,770.000 65,177 178 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 459,200.00 601,460.000 421,022 (ENHANCED WET NIGHT VISIBILITY) 179 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 83.00 83.000 83 (ENHANCED WET NIGHT VISIBILITY) 180 12" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 21,630.00 4,146.000 12,438 (ENHANCED WET NIGHT VISIBILITY) 181 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.0000 3,400.00 3,400.000 3,400 182 6" RUMBLE STRIP STA 30.0000 89,100.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) PROGRAM CAS145 PAGE 8 DATE 12/27/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C0824 TIME 11:32 AM ESTIMATE NO. 039 BID OPENING 03/09/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/11/24 R.E. NAME: BROWN, PAUL DATE OF THIS ESTIMATE 12/27/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 183 12" RUMBLE STRIP STA 30.0000 96,000.00 3,200.000 96,000 (ASPHALT CONCRETE PAVEMENT) 184 12" RUMBLE STRIP STA 30.0000 87,000.00 2,900.000 87,000 (CONCRETE PAVEMENT) 185 REMOVE 6" TRAFFIC STRIPE LF 0.3000 12,780.00 42,600.000 12,780 186 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 5.0000 59,500.00 11,900.000 59,500 (WARRANTY) 187 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 2.0000 640,000.00 320,000.000 640,000 (WARRANTY) (BROKEN 36-12) 188 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 30,000.0000 30,000.00 1.000 30,000 SYSTEM ELEMENTS DURING CONSTRUCTION 189 MODIFYING TRAFFIC MONITORING STATIONS LS 250,000.0000 250,000.00 1.000 250,000 190 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 191 STRUCTURE BACKFILL CY 8.0000 277,600.00 34,700.000 277,600 192 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 193 JOINT SEAL (MR 1 1/2") LF 250.0000 28,750.00 115.000 28,750 194 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 195 BASE BOND BREAKER SQYD 0.5000 6,700.00 13,400.000 6,700 196 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.0000 2,310.00 770.000 2,310 197 4" PLASTIC PIPE UNDERDRAIN LF 60.0000 12,600.00 210.000 12,600 198 PARTIALLY GROUTED ROCK SLOPE CY 110.0000 6,798,000.00 63,204.000 6,952,440 PROTECTION (300 LB, CLASS IV, METHOD B) (CY) 199 REMOVE SLOPE PAVING (SQYD) SQYD 20.0000 4,400.00 0.000 0 200 ROCK SLOPE PROTECTION FABRIC (CLASS 10) SQYD 2.0000 148,400.00 74,200.000 148,400 PROGRAM CAS145 PAGE 9 DATE 12/27/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C0824 TIME 11:32 AM ESTIMATE NO. 039 BID OPENING 03/09/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/11/24 R.E. NAME: BROWN, PAUL DATE OF THIS ESTIMATE 12/27/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 830,309.50 167,880,422.76 ADJUSTMENT OF COMPENSATION 0.00 13,201,003.95 EXTRA WORK 1,064,062.79 55,950,837.04 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,894,372.29 237,032,263.75 201 MOBILIZATION LS 26,988,054.5000 26,988,054.50 1.000 26,988,054 ORIGINAL CONTRACT AMOUNT 267,839,839.00 TOTAL WORK COMPLETED 1,894,372.29 264,020,318.25 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 194,070.60 -10,000.00 TOTAL 2,088,442.89 264,010,318.25 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 201 MOBILIZATION 26,783,983.90 26,988,054.50 204,070.60 DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 04/15/21 750 08/09/21 08/09/21 12/11/24 755 67 15 0 100% 100% BROWN, PAUL RESIDENT ENGINEER