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 01/23/24 EST. NO. 039 TIME 08:53 PM R.E. NAME: TAYLOR MERLO 05-0N72U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 019 0014 4,432.23 A.C. @ U.P.(+) 011724 N 0014 0 047 0007 1,752.47 E.W. @ F.A.(+) 011923 N 0007 0 065 0005 6,114.61 A.C. @ F.A.(+) 073123 N 0005 0 0006 5,481.78 080123 N 0006 0 0007 9,649.24 081023 N 0007 0 27,430.33 TOTAL THIS ESTIMATE 3,986,087.72 TOTAL PREVIOUS ESTIMATE 4,013,518.05 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 01/23/24 EST. NO. 039 TIME 08:53 PM R.E. NAME: TAYLOR MERLO 05-0N72U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP PERFORM DEDUCT -10,000.00 014 SWPPP PERFORM RETURN 10,000.00 017 SURVEY RESTAKE #45 -1,858.50 019 RESTAKING FEE SR71.3 -843.00 030 RESTAKING FEE SR80.2 -843.00 030 SURVEY RESTAKING -9,292.50 034 SURVEY RESTAKING -12,803.00 035 ANNUAL CEM-4401 2023 -10,000.00 039 -10,000.00 -35,640.00 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -10,000.00 003 MISS PAYROLLS -10,000.00 004 MISS PAYROLLS -4,000.00 006 MISS PAYROLLS -8,000.00 007 MISS PAYROLLS -8,000.00 008 RECD PAYROLLS #03 10,000.00 008 MISS PAYROLLS -10,000.00 010 RECD PYRLS #4,6,7,8 30,000.00 010 MISS PAYROLLS -10,000.00 012 MISS PAYROLLS -6,000.00 013 MISS PAYROLLS -10,000.00 016 MISS PAYROLLS -4,000.00 018 RECD PAYROLLS #12 10,000.00 018 RECD PAYROLLS #10 10,000.00 019 MISS PYRLS -10,000.00 020 MISS PAYROLLS -4,000.00 021 MISS PAYROLLS -10,000.00 023 RECD PAYROLLS 13 6,000.00 023 MISS PAYROLLS -4,000.00 025 MISS PAYROLLS -8,000.00 026 RECD PAYROLLS #24 4,000.00 026 MISS PAYROLLS -5,000.00 027 RECD PAYROLLS #16/18 14,000.00 027 MISS PAYROLLS -8,000.00 028 MISS PAYROLLS -1,000.00 030 RECD PAYROLLS 21&26 12,000.00 032 MISS PAYROLLS -1,000.00 033 RECD 20,23,27,30,33 27,000.00 034 MISS PAYROLLS -2,000.00 036 RECD PAYROLLS #28 8,000.00 036 MISS PAYROLLS -4,000.00 037 MISS PAYROLLS -8,000.00 038 RECD PAYROLLS #37 4,000.00 038 RECD PAYROLLS #36 2,000.00 039 2,000.00 -8,000.00 TOTAL DEDUCTIONS -8,000.00 -43,640.00 PROGRAM CAS145 PAGE 1 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N72U4 TIME 08:53 PM ESTIMATE NO. 039 BID OPENING 04/02/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: TAYLOR MERLO DATE OF THIS ESTIMATE 01/23/24 LOCATION PROGRESS ESTIMATE 05-SB-101-4.4/7.7 ----------------- GRANITE CONSTRUCTION COMPANY IN SANTA BARBARA COUNTY, IN AND PO BOX 50085 NEAR CARPINTERIA AND AT SUMMERLAND WATSONVILLE CA 950775085 FROM 0.9 MILE SOUTH OF SOUTH PADARO LANE UNDERCROSSING TO 0.6 MILE NORTH OF PADARO LANE OVERCROSSING FED. AID NO. ACNH-Q101(395)E CONSTRUCT HOV LANES AND ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,098.2000 2,098.20 1.000 2,098 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 18,000.0000 18,000.00 0.250 4,500.00 0.750 13,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 14,800.0000 12,432,000.00 11.000 162,800.00 612.000 9,057,600 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,702.0000 107,232.00 9.000 60,318 MEETING 005 HOURLY OFF-SITE HR 280.0000 13,440.00 24.000 6,720 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 100,130.0000 100,130.00 0.700 70,091 007 TRAFFIC CONTROL SYSTEM LS 3,450,000.0000 3,450,000.00 0.013 44,850.00 0.728 2,511,600 008 TRAFFIC CONTROL SUPERVISION (DAY) DAY 51.0000 42,840.00 170.000 8,670 009 TYPE III BARRICADE EA 107.0000 2,568.00 24.000 2,568 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.0000 5,040.00 786.000 2,358 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5500 169,400.00 258,202.230 142,011 012 CHANNELIZER (SURFACE MOUNTED) EA 36.0000 4,680.00 83.000 2,988 013 PORTABLE RADAR SPEED FEEDBACK SIGN EA 360.0000 302,400.00 11.000 3,960.00 612.000 220,320 SYSTEM DAY 014 TEMPORARY PAVEMENT MARKER EA 4.5000 26,370.00 4,004.001 18,018 015 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 40,000.0000 40,000.00 0.800 32,000 016 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 378,000.0000 378,000.00 0.013 4,914.00 0.728 275,184 017 TEMPORARY AUTOMATED END OF QUEUE EA 750.0000 630,000.00 11.000 8,250.00 612.000 459,000 WARNING SYSTEM (TYPE 2) DAY 018 END OF QUEUE MONITORING AND EA 2,000.0000 80,000.00 25.000 50,000 WARNING WITH TRUCK MOUNTED CHANGEABLE MESSAGE SIGN DAY 019 TEMPORARY RAILING (TYPE K) LF 22.0000 3,322,000.00 113,160.000 2,489,520 020 TEMPORARY ALTERNATIVE CRASH EA 4,400.0000 356,400.00 67.000 294,800 CUSHION SYSTEM 021 TEMPORARY RADAR SPEED FEEDBACK EA 9,200.0000 46,000.00 4.000 36,800 SIGN SYSTEM PROGRAM CAS145 PAGE 2 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N72U4 TIME 08:53 PM ESTIMATE NO. 039 BID OPENING 04/02/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: TAYLOR MERLO DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 JOB SITE MANAGEMENT LS 250,000.0000 250,000.00 0.013 3,250.00 0.728 182,000 023 PREPARE STORM WATER POLLUTION PREVENTION LS 7,200.0000 7,200.00 1.000 7,200 PLAN 024 RAIN EVENT ACTION PLAN EA 500.0000 24,500.00 21.000 10,500 025 STORM WATER SAMPLING AND ANALYSIS DAY EA 400.0000 9,600.00 10.000 4,000 026 STORM WATER ANNUAL REPORT EA 1,700.0000 6,800.00 2.000 3,400 027 MOVE-IN/MOVE-OUT EA 800.0000 9,600.00 6.000 4,800 (TEMPORARY EROSION CONTROL) 028 TEMPORARY HYDRAULIC MULCH SQYD 0.6000 48,000.00 60,264.140 36,158 (BONDED FIBER MATRIX) 029 TEMPORARY CHECK DAM LF 45.0000 90,000.00 1,173.000 52,785 030 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 115,000.00 4.000 2,000.00 145.000 72,500 031 TEMPORARY FIBER ROLL LF 5.6000 196,000.00 11,801.000 66,085 032 TEMPORARY GRAVEL BAG BERM LF 42.0000 84,000.00 440.000 18,480 033 TEMPORARY LARGE SEDIMENT BARRIER LF 72.0000 43,200.00 0.000 0 034 TEMPORARY CONSTRUCTION ENTRANCE EA 8,000.0000 304,000.00 24.500 196,000 035 STREET SWEEPING LS 1,100,000.0000 1,100,000.00 0.013 14,300.00 0.728 800,800 036 TEMPORARY CONCRETE WASHOUT LS 144,000.0000 144,000.00 0.031 4,464.00 0.877 126,288 037 ASBESTOS COMPLIANCE PLAN LS 24,000.0000 24,000.00 1.000 24,000 038 ADL BURIAL LOCATION REPORT LS 5,500.0000 5,500.00 1.000 5,500 039 TREATED WOOD WASTE LB 0.7000 312,200.00 446,740.440 312,718 040 BIRD EXCLUSION DEVICE LS 44,400.0000 44,400.00 0.013 577.20 0.728 32,323 041 TEMPORARY HIGH-VISIBILITY FENCE LF 5.5000 61,600.00 8,175.000 44,962 042 CLEARING AND GRUBBING (LS) LS 435,000.0000 435,000.00 1.000 435,000 043 ROADWAY EXCAVATION CY 67.0000 4,549,300.00 67,484.333 4,521,450 044 ROADWAY EXCAVATION (TYPE R-1) CY 45.0000 342,000.00 7,600.000 342,000 (AERIALLY DEPOSITED LEAD) 045 STRUCTURE EXCAVATION (BRIDGE) CY 430.0000 2,035,190.00 4,733.000 2,035,190 (F) 046 STRUCTURE EXCAVATION (RETAINING WALL) CY 162.0000 670,842.00 367.650 59,559.30 4,593.000 744,066 (F) 047 STRUCTURE BACKFILL (BRIDGE) CY 370.0000 781,070.00 2,111.000 781,070 (F) 048 STRUCTURE BACKFILL (RETAINING WALL) CY 205.0000 508,400.00 2,263.000 463,915 (F) PROGRAM CAS145 PAGE 3 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N72U4 TIME 08:53 PM ESTIMATE NO. 039 BID OPENING 04/02/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: TAYLOR MERLO DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 DITCH EXCAVATION CY 45.0000 36,900.00 820.000 36,900 050 IMPORTED BORROW (CY) CY 31.0000 1,029,200.00 727.000 22,537.00 33,927.000 1,051,737 051 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 3.2000 707,200.00 194,557.405 622,583 CLASS A1 052 SUBGRADE ENHANCEMENT GEOGRID SQYD 3.4000 751,400.00 194,557.405 661,495 053 ROADSIDE CLEARING LS 550,000.0000 550,000.00 1.000 550,000 054 ROCK BLANKET SQFT 30.0000 540,000.00 11,049.814 331,494 055 PLANT (GROUP H) EA 50.0000 9,000.00 0.000 0 056 TRANSPLANT PALM TREE (EA) EA 7,800.0000 70,200.00 9.000 70,200 057 REMOVE IRRIGATION FACILITY LS 37,000.0000 37,000.00 1.000 37,000 058 SALVAGE IRRIGATION FACILITY LS 16,000.0000 16,000.00 1.000 16,000 059 2" SUPPLY LINE (BRIDGE) LF 250.0000 160,500.00 642.000 160,500 (F) 060 3" SUPPLY LINE (BRIDGE) LF 285.0000 182,970.00 642.000 182,970 (F) 061 2" PLASTIC PIPE (CLASS 315) LF 10.0000 19,900.00 400.000 4,000 (SUPPLY LINE) 062 3" PLASTIC PIPE (CLASS 315) LF 18.0000 15,300.00 190.000 3,420 (SUPPLY LINE) 063 2" SPRINKLER CONTROL CONDUIT LF 12.0000 10,200.00 195.000 2,340 064 2" PLASTIC PIPE LF 11.0000 5,390.00 0.000 0 (SCHEDULE 80) (SUPPLY LINE) 065 2 1/2" PLASTIC PIPE LF 20.0000 9,200.00 460.000 9,200 (SCHEDULE 80) (SUPPLY LINE) 066 BALL VALVE EA 425.0000 425.00 0.000 0 067 PVC PIPE CONDUIT (SLEEVE) LF 50.0000 700.00 0.000 0 068 12" CORRUGATED HIGH DENSITY LF 180.0000 216,000.00 865.000 155,700 POLYETHYLENE PIPE CONDUIT 069 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,200.0000 4,800.00 0.000 0 070 IMPORTED TOPSOIL (CY) CY 125.0000 241,250.00 0.000 0 071 HYDROSEED SQFT 0.2000 29,000.00 0.000 0 072 COMPOST (CY) CY 50.0000 62,000.00 0.000 0 073 INCORPORATE MATERIALS SQFT 0.1000 3,180.00 0.000 0 074 CLASS 1 AGGREGATE SUBBASE CY 85.0000 2,592,500.00 27,205.333 2,312,453 075 CLASS 2 AGGREGATE BASE (CY) CY 90.0000 892,800.00 8,951.325 805,619 PROGRAM CAS145 PAGE 4 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N72U4 TIME 08:53 PM ESTIMATE NO. 039 BID OPENING 04/02/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: TAYLOR MERLO DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 HOT MIX ASPHALT (TYPE A) TON 135.0000 6,439,500.00 45,914.380 6,198,441 077 TACK COAT TON 750.0000 7,500.00 9.900 7,425 078 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 0.3000 1,425.00 4,750.000 1,425 079 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 17.0000 479,400.00 15,619.900 265,538 080 CONTINUOUSLY REINFORCED CONCRETE CY 450.0000 28,080,000.00 2,979.394 1,340,727.30 53,841.399 24,228,629 PAVEMENT 081 JOINTED PLAIN CONCRETE PAVEMENT CY 420.0000 1,507,800.00 3,964.662 1,665,158 082 NEXT GENERATION CONCRETE SURFACING SQYD 18.0000 3,366,000.00 0.000 0 083 MECHANICALLY STABILIZED EMBANKMENT, SQFT 215.0000 862,150.00 4,010.000 862,150 (F) LOCATION A 084 MECHANICALLY STABILIZED EMBANKMENT, SQFT 150.0000 828,750.00 5,525.000 828,750 (F) LOCATION B 085 TEMPORARY SUPPORT LS 35,000.0000 35,000.00 1.000 35,000 086 FURNISH STEEL SHEET PILING SQFT 63.0000 178,731.00 2,837.000 178,731 087 DRIVE STEEL SHEET PILE SQFT 72.0000 204,264.00 2,837.000 204,264 088 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 825.0000 683,100.00 828.000 683,100 089 FURNISH PILING (CLASS 200) LF 135.0000 1,909,845.00 0.000 0 (ALTERNATIVE W) (MODIFIED) 090 DRIVE PILE (CLASS 200) (ALTERNATIVE W) EA 2,700.0000 637,200.00 236.000 637,200 (MODIFIED) 091 16" CAST-IN-DRILLED-HOLE CONCRETE LF 130.0000 164,450.00 1,265.000 164,450 PILING (SOUND WALL) 092 18" CAST-IN-DRILLED-HOLE CONCRETE LF 175.0000 109,550.00 626.000 109,550 PILING (SOUND WALL) 093 24" CAST-IN-DRILLED-HOLE CONCRETE LF 330.0000 277,860.00 842.000 277,860 PILING (SOUND WALL) 094 30" CAST-IN-DRILLED-HOLE LF 385.0000 650,650.00 1,690.000 650,650 CONCRETE PILING (SOUND WALL) 095 54" CAST-IN-DRILLED-HOLE CONCRETE LF 1,900.0000 34,200.00 0.000 0 PILE (SIGN FOUNDATION) 096 60" CAST-IN-DRILLED-HOLE CONCRETE LF 2,250.0000 382,500.00 7.500 16,875.00 170.000 382,500 PILE (SIGN FOUNDATION) 097 PRESTRESSING CAST-IN-PLACE CONCRETE LS 300,000.0000 300,000.00 1.000 300,000 098 ARCHITECTURAL TREATMENT (NATURAL STONE SQFT 110.0000 1,259,610.00 11,451.000 1,259,610 (F) VENEER) 099 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 600.0000 464,400.00 774.000 464,400 (F) 100 STRUCTURAL CONCRETE, BRIDGE CY 1,700.0000 3,440,800.00 2,003.760 3,406,392 (F) 101 STRUCTURAL CONCRETE, BRIDGE CY 2,000.0000 1,308,000.00 654.000 1,308,000 (F) (POLYMER FIBER) 102 STRUCTURAL CONCRETE, RETAINING WALL CY 1,400.0000 1,768,200.00 82.000 114,800.00 1,355.700 1,897,980 (F) PROGRAM CAS145 PAGE 5 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N72U4 TIME 08:53 PM ESTIMATE NO. 039 BID OPENING 04/02/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: TAYLOR MERLO DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 STRUCTURAL CONCRETE, SOUND WALL CY 1,500.0000 943,500.00 627.000 940,500 (F) (PILE CAP) 104 STRUCTURAL CONCRETE, SOUND WALL CY 5,100.0000 459,000.00 90.000 459,000 (F) (CIP RC) 105 STRUCTURAL CONCRETE, BARRIER SLAB CY 950.0000 1,483,900.00 1,562.000 1,483,900 (F) 106 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,200.0000 1,346,400.00 1,122.000 1,346,400 (F) (TYPE N) 107 STRUCTURAL CONCRETE, BOX CULVERT CY 3,400.0000 873,800.00 255.900 870,060 (F) 108 STRUCTURAL CONCRETE, HEADWALL CY 4,300.0000 154,800.00 44.530 191,479 (F) 109 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,000.0000 1,659,000.00 472.370 1,417,110 (F) 110 TEMPORARY DRAINAGE CHANNEL LF 30.0000 131,400.00 3,560.000 106,800 111 TEMPORARY DRAINAGE FACILITY EA 15,000.0000 60,000.00 4.000 60,000 112 MINOR CONCRETE (WALL FACING) CY 2,800.0000 112,000.00 40.000 112,000 (F) 113 CONCRETE SURFACE TEXTURE SQFT 25.0000 35,050.00 710.500 17,762 (F) (FRACTURED RIB) 114 CONCRETE SURFACE TEXTURE SQFT 17.0000 77,894.00 4,582.000 77,894 (F) (CEDAR PLANK WOOD) 115 DRILL AND BOND DOWEL LF 94.0000 7,896.00 84.000 7,896 116 FURNISH PRECAST PRESTRESSED CONCRETE BOX EA 50,000.0000 1,350,000.00 27.000 1,350,000 GIRDER (80'-90') 117 FURNISH PRECAST PRESTRESSED SQFT 75.0000 538,650.00 7,182.000 538,650 CONCRETE SLAB (TYPE SIII MODIFIED) 118 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 12,500.0000 337,500.00 27.000 337,500 GIRDER 119 ERECT PRECAST PRESTRESSED CONCRETE DECK EA 6,200.0000 198,400.00 32.000 198,400 UNIT 120 JOINT SEAL (MR 1") LF 160.0000 105,440.00 0.000 0 121 JOINT SEAL (MR 2") LF 220.0000 55,220.00 0.000 0 122 BAR REINFORCING STEEL (BRIDGE) LB 2.4000 1,094,978.40 456,241.000 1,094,978 (F) 123 BAR REINFORCING STEEL (RETAINING WALL) LB 1.5000 204,661.50 6,816.370 10,224.56 154,047.000 231,070 (F) 124 BAR REINFORCING STEEL (BOX CULVERT) LB 1.4000 41,580.00 29,981.060 41,973 (F) 125 BAR REINFORCING STEEL LB 1.2000 35,994.00 29,995.000 35,994 (F) (SOUND WALL, CIP RC) 126 BAR REINFORCING STEEL LB 1.7000 162,684.90 95,697.000 162,684 (F) (SOUND WALL PILE) 127 BAR REINFORCING STEEL (GALVANIZED) LB 2.7000 17,847.00 6,610.000 17,847 (F) 128 HEADED BAR REINFORCEMENT EA 26.0000 53,586.00 2,061.000 53,586 (F) 129 ASPHALT MEMBRANE WATERPROOFING SQFT 5.0000 43,350.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N72U4 TIME 08:53 PM ESTIMATE NO. 039 BID OPENING 04/02/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: TAYLOR MERLO DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 FURNISH SIGN STRUCTURE (TRUSS) LB 4.5000 582,619.50 119,696.000 538,632 (F) 131 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 64,735.50 119,696.000 59,848 (F) 132 REMOVE BRIDGE MOUNTED SIGN EA 500.0000 2,000.00 0.000 0 133 SOUND WALL (MASONRY BLOCK) SQFT 50.0000 2,152,350.00 36,704.005 1,835,200 (F) 134 ACCESS GATE (SOUND WALL) EA 8,600.0000 8,600.00 0.000 0 (F) 135 FLOOD GATES (SOUND WALL) EA 4,100.0000 475,600.00 116.000 475,600 (F) 136 SOUND WALL (CLEAR PANEL) SQFT 108.0000 686,988.00 6,361.000 686,988 137 BRIDGE REMOVAL LS 475,000.0000 475,000.00 1.000 475,000 138 BRIDGE REMOVAL (PORTION), LOCATION A LS 725,000.0000 725,000.00 1.000 725,000 139 BRIDGE REMOVAL (PORTION), LOCATION B LS 325,000.0000 325,000.00 1.000 325,000 140 18" ALTERNATIVE PIPE CULVERT LF 220.0000 132,000.00 841.000 185,020 141 24" ALTERNATIVE PIPE CULVERT LF 195.0000 1,411,800.00 7,324.700 1,428,316 142 30" ALTERNATIVE PIPE CULVERT LF 290.0000 87,000.00 299.200 86,768 143 36" ALTERNATIVE PIPE CULVERT LF 340.0000 187,000.00 431.700 146,778 144 42" ALTERNATIVE PIPE CULVERT LF 640.0000 224,000.00 345.600 221,184 145 24" REINFORCED CONCRETE PIPE LF 295.0000 123,900.00 410.200 121,009 146 36" REINFORCED CONCRETE PIPE LF 380.0000 57,000.00 250.900 95,342 147 42" REINFORCED CONCRETE PIPE LF 3,200.0000 16,000.00 4.600 14,720 148 18" CORRUGATED STEEL PIPE (.064" THICK) LF 230.0000 57,500.00 336.700 77,441 149 3" PLASTIC PIPE UNDERDRAIN LF 14.0000 60,760.00 0.000 0 150 CLASS 3 PERMEABLE MATERIAL (BLANKET) CY 285.0000 94,050.00 0.000 0 151 18" ALTERNATIVE PIPE DOWNDRAIN LF 210.0000 23,100.00 60.000 12,600 152 CORRUGATED STEEL PIPE INLET LF 1,600.0000 128,000.00 76.200 121,920 153 DRAINAGE INLET MARKER EA 430.0000 3,870.00 0.000 0 154 24" CORRUGATED STEEL PIPE RISER LF 570.0000 8,550.00 3.000 1,710 (.079" THICK) 155 36" CONCRETE FLARED END SECTION EA 5,900.0000 5,900.00 1.000 5,900 156 24" ALTERNATIVE FLARED END SECTION EA 4,700.0000 23,500.00 4.000 18,800 PROGRAM CAS145 PAGE 7 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N72U4 TIME 08:53 PM ESTIMATE NO. 039 BID OPENING 04/02/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: TAYLOR MERLO DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 ABANDON CULVERT (EA) EA 6,200.0000 49,600.00 8.000 49,600 158 REMOVE CULVERT (LF) LF 77.0000 53,900.00 815.800 62,816 159 REMOVE INLET EA 1,500.0000 73,500.00 29.000 43,500 160 REMOVE HEADWALL EA 2,800.0000 22,400.00 11.000 30,800 161 REMOVE FLARED END SECTION (EA) EA 900.0000 900.00 1.000 900 162 ADJUST INLET EA 7,800.0000 23,400.00 2.000 15,600 163 REMOVE CONCRETE (CHANNEL) CY 170.0000 30,600.00 180.000 30,600 164 CAP INLET EA 5,800.0000 52,200.00 10.000 58,000 165 SAND BACKFILL CY 400.0000 26,400.00 0.000 0 166 SLOPE PAVING (CONCRETE) CY 2,700.0000 423,900.00 65.000 175,500 167 SLOPE PAVING (FRACTURED RIB) SQFT 100.0000 150,000.00 0.000 0 168 SANDBLASTED TREATMENT (SLOPE PAVING) CY 2,900.0000 153,700.00 26.500 76,850 169 ROCK SLOPE PROTECTION CY 300.0000 6,000.00 16.200 4,860 (60 LB, CLASS II, METHOD B) (CY) 170 GRAVEL FILTER CY 800.0000 10,400.00 10.900 8,720 171 MINOR CONCRETE (CURB) (CY) CY 1,700.0000 6,800.00 0.000 0 172 MINOR CONCRETE (GUTTER) (LF) LF 95.0000 42,465.00 0.000 0 173 MINOR CONCRETE (GUTTER) (CY) CY 1,350.0000 6,075.00 4.500 6,075 174 DETECTABLE WARNING SURFACE SQFT 45.0000 9,000.00 34.500 1,552.50 34.500 1,552 175 MINOR CONCRETE (MISCELLANEOUS CY 5,600.0000 78,400.00 7.960 44,576.00 17.500 98,000 CONSTRUCTION) 176 MINOR CONCRETE (CURB AND GUTTER) CY 1,050.0000 58,800.00 35.055 36,807 177 MINOR CONCRETE (SIDEWALK) CY 925.0000 34,225.00 3.280 3,034 178 MINOR CONCRETE (CURB RAMP) CY 3,000.0000 39,000.00 3.200 9,600 179 REMOVE CONCRETE CURB (LF) LF 3.5000 18,410.00 5,260.000 18,410 180 REMOVE CONCRETE (CURB AND GUTTER) LF 8.0000 33,120.00 4,130.300 33,042 181 REMOVE CONCRETE CY 135.0000 7,830.00 21.530 2,906 (CURB, GUTTER, AND SIDEWALK) (CY) 182 PCC DIKE (TYPE A) LF 45.0000 86,400.00 1,917.000 86,265 183 PCC DIKE (TYPE C) LF 65.0000 24,700.00 469.000 30,485 PROGRAM CAS145 PAGE 8 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N72U4 TIME 08:53 PM ESTIMATE NO. 039 BID OPENING 04/02/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: TAYLOR MERLO DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 184 PCC DIKE (TYPE D) LF 45.0000 32,400.00 0.000 0 185 PCC DIKE (TYPE E) LF 45.0000 390,600.00 7,604.750 342,213 186 PCC DIKE (TYPE F) LF 45.0000 175,050.00 135.000 6,075.00 2,925.000 131,625 187 MISCELLANEOUS IRON AND STEEL LB 2.0000 137,008.00 2,608.000 5,216.00 58,354.000 116,708 (F) 188 REMOVE MANHOLE EA 3,500.0000 7,000.00 0.000 0 189 PREPARE AND STAIN CONCRETE SQFT 10.0000 98,020.00 0.000 0 190 STAIN GALVANIZED SURFACES (LS) LS 195,000.0000 195,000.00 0.300 58,500.00 0.890 173,550 191 ANTI-GRAFFITI COATING SQFT 7.0000 80,157.00 11,451.000 80,157 (F) 192 TEMPORARY FENCE (TYPE CL-6) LF 20.0000 54,400.00 5,599.000 111,980 193 CHAIN LINK FENCE (TYPE CL-6) LF 27.0000 171,450.00 4,026.060 108,703 194 6' CHAIN LINK GATE (TYPE CL-6) EA 1,450.0000 14,500.00 2.000 2,900 195 REMOVE CHAIN LINK FENCE LF 8.0000 59,760.00 9,187.000 73,496 196 REMOVE GATE EA 170.0000 340.00 2.000 340 197 REMOVE PAVEMENT MARKER EA 0.5000 350.00 813.000 406 198 DELINEATOR (CLASS 1) EA 70.0000 11,200.00 14.000 980.00 14.000 980 199 GUARD RAILING DELINEATOR EA 15.0000 750.00 14.000 210 200 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 13,700.00 0.000 0 201 TREATMENT BEST MANAGEMENT EA 425.0000 5,950.00 0.000 0 PRACTICE MARKER 202 OBJECT MARKER (TYPE K) EA 100.0000 400.00 0.000 0 203 OBJECT MARKER (TYPE L) EA 100.0000 600.00 0.000 0 204 REMOVE ROADSIDE SIGN EA 200.0000 18,600.00 57.000 11,400 205 REMOVE ROADSIDE SIGN PANEL EA 300.0000 1,500.00 2.000 600 206 REMOVE ROADSIDE SIGN (STEEL POST) EA 285.0000 6,270.00 1.000 285 207 RELOCATE ROADSIDE SIGN-ONE POST EA 360.0000 2,880.00 0.000 0 208 RELOCATE ROADSIDE SIGN-TWO POST EA 670.0000 670.00 0.000 0 209 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 45.0000 67,500.00 586.250 26,381 210 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 32.0000 2,240.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N72U4 TIME 08:53 PM ESTIMATE NO. 039 BID OPENING 04/02/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: TAYLOR MERLO DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 211 FURNISH LAMINATED PANEL SIGN SQFT 35.0000 4,200.00 0.000 0 (2 1/2"-TYPE H) 212 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 14,300.00 446.770 5,808 (0.063"-UNFRAMED) 213 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.5000 9,585.00 297.520 4,016 (0.080"-UNFRAMED) 214 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 420.0000 11,760.00 0.000 0 (0.063"-FRAMED) 215 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 5,060.00 36.170 795 (0.080"-FRAMED) 216 METAL (ROADSIDE SIGN) LB 5.0000 13,200.00 840.000 4,200 217 METAL (BARRIER MOUNTED SIGN) LB 25.0000 39,000.00 360.000 9,000 218 ROADSIDE SIGN - ONE POST EA 475.0000 48,925.00 54.000 25,650 219 ROADSIDE SIGN - TWO POST EA 1,425.0000 5,700.00 2.000 2,850 220 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 250.0000 1,750.00 1.000 250 METHOD) 221 INSTALL ROADSIDE SIGN PANEL ON EA 220.0000 660.00 0.000 0 EXISTING POST 222 INSTALL FRAMED SIGN PANEL EA 830.0000 1,660.00 0.000 0 223 INSTALL ROADSIDE SIGN EA 3,000.0000 3,000.00 0.000 0 (LAMINATED WOOD BOX POST) 224 FURNISH LAMINATED WOOD BOX POST EA 2,600.0000 5,200.00 0.000 0 (TYPE M) 225 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 35.0000 367,500.00 3,572.000 125,020.00 9,769.800 341,943 226 VEGETATION CONTROL (MINOR CONCRETE) SQYD 130.0000 685,100.00 2,801.343 364,174 227 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 85.0000 70,550.00 0.000 0 228 TRANSITION RAILING (TYPE DTB) EA 6,000.0000 24,000.00 0.000 0 229 TRANSITION RAILING (TYPE WB-31) EA 5,000.0000 55,000.00 7.000 35,000 230 END ANCHOR ASSEMBLY (TYPE SFT) EA 830.0000 7,470.00 2.000 1,660.00 8.000 6,640 231 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 28,000.00 2.000 7,000.00 6.000 21,000 232 CONCRETE BARRIER (TYPE 60M MOD1) LF 300.0000 255,000.00 0.000 0 233 CONCRETE BARRIER (TYPE 60MC MOD1) LF 320.0000 1,702,400.00 0.000 0 234 CONCRETE BARRIER (TYPE 60MC MOD2) LF 460.0000 1,251,200.00 -97.600 -44,896.00 2,604.000 1,197,840 235 CONCRETE BARRIER (TYPE 60MC MOD3) LF 380.0000 1,193,200.00 0.000 0 236 CONCRETE BARRIER (TYPE 60MS MOD1) LF 230.0000 2,012,500.00 92.200 21,206 237 CONCRETE BARRIER (TYPE 60MSF MOD1) LF 850.0000 22,100.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N72U4 TIME 08:53 PM ESTIMATE NO. 039 BID OPENING 04/02/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: TAYLOR MERLO DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 238 CONCRETE BARRIER (TYPE 60MP MOD1) LF 580.0000 38,280.00 0.000 0 239 CONCRETE BARRIER (TYPE 60MSC MOD1) LF 370.0000 806,600.00 0.000 0 240 CONCRETE BARRIER (TYPE 60MSP MOD1) LF 680.0000 16,320.00 0.000 0 241 ALTERNATIVE CRASH CUSHION SYSTEM EA 36,000.0000 180,000.00 1.000 36,000.00 5.000 180,000 242 CONCRETE BARRIER (TYPE 60SA MODIFIED) LF 400.0000 136,000.00 0.000 0 (F) 243 CONCRETE BARRIER (TYPE 60MA MODIFIED) LF 340.0000 141,780.00 290.000 98,600 (F) 244 CONCRETE BARRIER (TYPE 85 MODIFIED) LF 500.0000 922,000.00 1,884.800 942,400 (F) 245 CONCRETE BARRIER (TYPE 85 MOD1) LF 950.0000 2,645,750.00 2,785.000 2,645,750 (F) 246 CONCRETE BARRIER (TYPE 836 MODIFIED) LF 280.0000 822,640.00 2,897.560 811,316 (F) 247 CONCRETE BARRIER TRANSITION LF 830.0000 290,500.00 148.500 123,255 248 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 340.0000 198,900.00 569.100 193,494 (F) 249 REMOVE BARRIER LF 6.5000 202,800.00 26,158.180 170,028 250 REMOVE GUARDRAIL LF 6.0000 33,780.00 6,012.100 36,072 251 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 14,440.00 31,271.000 12,508 252 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 252.00 0.000 0 253 REMOVE CONTRAST TREATMENT SQFT 3.0000 11,190.00 197.000 591 254 12" RUMBLE STRIP STA 145.0000 75,400.00 0.000 0 (CONCRETE PAVEMENT) 255 6" TRAFFIC STRIPE (WARRANTY) LF 1.1000 88,880.00 0.000 0 256 6" TRAFFIC STRIPE (WARRANTY) LF 0.8000 960.00 0.000 0 (BROKEN 17-7) 257 6" TRAFFIC STRIPE (WARRANTY) LF 0.8000 54,960.00 0.000 0 (BROKEN 36-12) 258 8" TRAFFIC STRIPE (WARRANTY) LF 3.3000 1,518.00 0.000 0 259 PAVEMENT MARKING (WARRANTY) SQFT 6.7000 20,033.00 0.000 0 260 12" TRAFFIC STRIPE (WARRANTY) LF 3.4000 15,572.00 0.000 0 261 CONTRAST STRIPE PAINT (1-COAT) LF 0.1500 17,250.00 25,123.000 3,768 262 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.500 1,250 SYSTEM ELEMENTS DURING CONSTRUCTION 263 CAMERA SYSTEMS LS 250,000.0000 250,000.00 0.300 75,000 264 MODIFYING LIGHTING SYSTEMS LS 675,000.0000 675,000.00 0.983 663,525 PROGRAM CAS145 PAGE 11 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N72U4 TIME 08:53 PM ESTIMATE NO. 039 BID OPENING 04/02/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: TAYLOR MERLO DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 265 MODIFYING TRAFFIC MONITORING STATIONS LS 200,000.0000 200,000.00 0.623 124,600 266 MODIFYING LIGHTING SYSTEMS LS 98,000.0000 98,000.00 0.000 0 (COUNTY STREET) PROGRAM CAS145 PAGE 12 DATE 01/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N72U4 TIME 08:53 PM ESTIMATE NO. 039 BID OPENING 04/02/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: TAYLOR MERLO DATE OF THIS ESTIMATE 01/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,060,271.86 109,110,830.61 ADJUSTMENT OF COMPENSATION 25,677.86 2,400,543.73 EXTRA WORK 1,752.47 1,612,974.32 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,087,702.19 113,124,348.66 267 MOBILIZATION LS 15,100,000.0000 15,100,000.00 1.000 15,100,000 ORIGINAL CONTRACT AMOUNT 151,000,000.00 TOTAL WORK COMPLETED 2,087,702.19 128,224,348.66 MATERIALS ON HAND ON SITE -98,600.82 275,679.25 DEDUCTIONS -8,000.00 -43,640.00 TOTAL 1,981,101.37 128,456,387.91 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 06/05/21 840 06/06/21 06/07/21 12/23/24 611 43 0 0 83% 73% PROGRESS IS SATISFACTORY TAYLOR MERLO RESIDENT ENGINEER