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 01/21/25 EST. NO. 053 TIME 09:24 AM 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 --------------------------------------------------------------------------- 001 0179 187.82 E.W. @ F.A.(+) 102824 N 0179 003 0033 20,342.81 E.W. @ F.A.(+) 062623 N 0033 0035 5,820.97 070523 N 0035 0039 6,003.77 080123 N 0039 0040 7,011.29 080223 N 0040 0041 2,021.61 092123 N 0041 0042 8,599.76 092623 N 0042 0043 31,854.29 101623 N 0043 0044 38,797.13 101723 N 0044 0045 20,918.93 101823 N 0045 0046 3,367.73 102023 N 0046 0050 2,846.48 121123 N 0050 0051 1,830.93 010924 N 0051 0052 7,764.21 011024 N 0052 0053 1,466.30 011524 N 0053 0054 15,007.95 041124 N 0054 005 0010 793.87 E.W. @ F.A.(+) 042623 N 0010 011 0012 993.97 A.C. @ U.P.(+) 121124 N 0013 019 0026 5,641.02 A.C. @ U.P.(+) 011725 N 0026 077 0004 7,598.64 E.W. @ L.S.(+) 011525 N 0004 083 0007 8,045.00 E.W. @ F.A.(+) 090424 N 0007 0011 4,796.57 091024 N 0011 0012 1,630.73 091124 N 0012 0013 5,427.62 091224 N 0013 0014 6,125.58 091324 N 0014 0015 7,360.46 091624 N 0015 0016 5,201.36 091724 N 0016 0021 9,979.06 092624 N 0021 0025 4,134.32 100424 N 0025 0029 1,609.78 112224 N 0029 084 0004 11,085.39 E.W. @ L.S.(+) 011725 N 0004 089 0008 5,152.37 E.W. @ F.A.(+) 112124 N 008 0009 4,247.11 112224 N 009 0016 6,539.90 120924 N 016 0017 4,974.57 121024 N 017 0018 5,778.16 121124 N 018 0019 5,778.16 121224 N 019 091 0002 334,136.84 E.W. @ U.P (+) 010925 N 0002 620,872.46 TOTAL THIS ESTIMATE 5,690,086.55 TOTAL PREVIOUS ESTIMATE 6,310,959.01 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 01/21/25 EST. NO. 053 TIME 09:24 AM 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 ANNUAL CEM-4401 2023 10,000.00 040 CV DEDUCT -1,172.50 040 RESTAKING DEDUCTION -1,652.00 044 WITHHOLD -156,757.31 045 RELEASE WITHHOLD 156,757.31 047 WITHHOLDING -212,067.32 048 LIQUIDATED DAMAGES -5,700.00 049 WITHHOLDING -212,067.32 049 RELEASE WITHHOLD 424,134.64 050 DEDUCTION -1,124.00 051 0.00 -35,288.50 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 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 01/21/25 EST. NO. 053 TIME 09:24 AM R.E. NAME: TAYLOR MERLO 05-0N72U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 RECD PAYROLLS 38 8,000.00 040 MISSING PAYROLLS -2,000.00 045 REC'D PAYROLLS 2,000.00 046 MISSING PAYROLLS -6,000.00 052 MISSING PAYROLLS -6,000.00 053 REC'D PAYROLLS #52 6,000.00 053 0.00 -6,000.00 TOTAL DEDUCTIONS 0.00 -41,288.50 PROGRAM CAS145 PAGE 1 DATE 01/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N72U4 TIME 09:24 AM ESTIMATE NO. 053 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 01/17/25 R.E. NAME: TAYLOR MERLO DATE OF THIS ESTIMATE 01/21/25 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 0.750 13,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 14,800.0000 12,432,000.00 14.000 207,200.00 835.000 12,358,000 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,702.0000 107,232.00 13.000 87,126 MEETING 005 HOURLY OFF-SITE HR 280.0000 13,440.00 3.000 840.00 39.000 10,920 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 100,130.0000 100,130.00 0.017 1,702.21 0.994 99,529 007 TRAFFIC CONTROL SYSTEM LS 3,450,000.0000 3,450,000.00 0.017 58,650.00 0.994 3,429,300 008 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 1,730.000 5,190 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5500 169,400.00 366,703.810 201,687 012 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 14.000 5,040.00 835.000 300,600 SYSTEM DAY 014 TEMPORARY PAVEMENT MARKER EA 4.5000 26,370.00 4,887.001 21,991 015 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 40,000.0000 40,000.00 0.017 680.00 0.994 39,760 016 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 378,000.0000 378,000.00 0.017 6,426.00 0.994 375,732 017 TEMPORARY AUTOMATED END OF QUEUE EA 750.0000 630,000.00 14.000 10,500.00 835.000 626,250 WARNING SYSTEM (TYPE 2) DAY 018 END OF QUEUE MONITORING AND EA 2,000.0000 80,000.00 30.000 60,000 WARNING WITH TRUCK MOUNTED CHANGEABLE MESSAGE SIGN DAY 019 TEMPORARY RAILING (TYPE K) LF 22.0000 3,322,000.00 133,800.000 2,943,600 020 TEMPORARY ALTERNATIVE CRASH EA 4,400.0000 356,400.00 76.000 334,400 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 01/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N72U4 TIME 09:24 AM ESTIMATE NO. 053 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 01/17/25 R.E. NAME: TAYLOR MERLO DATE OF THIS ESTIMATE 01/21/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.017 4,250.00 0.994 248,500 023 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 1.000 500.00 35.000 17,500 025 STORM WATER SAMPLING AND ANALYSIS DAY EA 400.0000 9,600.00 15.000 6,000 026 STORM WATER ANNUAL REPORT EA 1,700.0000 6,800.00 3.000 5,100 027 MOVE-IN/MOVE-OUT EA 800.0000 9,600.00 7.000 5,600 (TEMPORARY EROSION CONTROL) 028 TEMPORARY HYDRAULIC MULCH SQYD 0.6000 48,000.00 70,395.029 42,237 (BONDED FIBER MATRIX) 029 TEMPORARY CHECK DAM LF 45.0000 90,000.00 1,516.000 68,220 030 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 115,000.00 199.000 99,500 031 TEMPORARY FIBER ROLL LF 5.6000 196,000.00 20,259.000 113,450 032 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 0.017 18,700.00 0.994 1,093,400 036 TEMPORARY CONCRETE WASHOUT LS 144,000.0000 144,000.00 1.000 144,000 037 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 0.977 43,378 041 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 69,542.667 4,659,358 044 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 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 2,762.000 566,210 (F) PROGRAM CAS145 PAGE 3 DATE 01/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N72U4 TIME 09:24 AM ESTIMATE NO. 053 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 01/17/25 R.E. NAME: TAYLOR MERLO DATE OF THIS ESTIMATE 01/21/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 33,927.000 1,051,737 051 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 3.2000 707,200.00 221,475.100 708,720 CLASS A1 052 SUBGRADE ENHANCEMENT GEOGRID SQYD 3.4000 751,400.00 221,475.105 753,015 053 ROADSIDE CLEARING LS 550,000.0000 550,000.00 1.000 550,000 054 ROCK BLANKET SQFT 30.0000 540,000.00 15,606.814 468,204 055 PLANT (GROUP H) EA 50.0000 9,000.00 180.000 9,000 056 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 1,211.000 12,110 (SUPPLY LINE) 062 3" PLASTIC PIPE (CLASS 315) LF 18.0000 15,300.00 605.000 10,890 (SUPPLY LINE) 063 2" SPRINKLER CONTROL CONDUIT LF 12.0000 10,200.00 605.000 7,260 064 2" PLASTIC PIPE LF 11.0000 5,390.00 490.000 5,390 (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 1.000 425 067 PVC PIPE CONDUIT (SLEEVE) LF 50.0000 700.00 14.000 700 068 12" CORRUGATED HIGH DENSITY LF 180.0000 216,000.00 1,205.000 216,900 POLYETHYLENE PIPE CONDUIT 069 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,200.0000 4,800.00 4.000 4,800 070 IMPORTED TOPSOIL (CY) CY 125.0000 241,250.00 1,862.600 232,825 071 HYDROSEED SQFT 0.2000 29,000.00 89,948.000 17,989 072 COMPOST (CY) CY 50.0000 62,000.00 941.300 47,065 073 INCORPORATE MATERIALS SQFT 0.1000 3,180.00 39,750.000 3,975 074 CLASS 1 AGGREGATE SUBBASE CY 85.0000 2,592,500.00 29,203.803 2,482,323 075 CLASS 2 AGGREGATE BASE (CY) CY 90.0000 892,800.00 963.850 86,746.50 9,995.325 899,579 PROGRAM CAS145 PAGE 4 DATE 01/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N72U4 TIME 09:24 AM ESTIMATE NO. 053 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 01/17/25 R.E. NAME: TAYLOR MERLO DATE OF THIS ESTIMATE 01/21/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 49,094.380 6,627,741 077 TACK COAT TON 750.0000 7,500.00 11.020 8,265 078 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 29,628.900 503,691 080 CONTINUOUSLY REINFORCED CONCRETE CY 450.0000 28,080,000.00 62,493.319 28,121,993 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 41,035.000 738,630.00 220,366.800 3,966,602 083 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 18.000 34,200 PILE (SIGN FOUNDATION) 096 60" CAST-IN-DRILLED-HOLE CONCRETE LF 2,250.0000 382,500.00 170.000 382,500 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 1,411.000 1,975,400 (F) PROGRAM CAS145 PAGE 5 DATE 01/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N72U4 TIME 09:24 AM ESTIMATE NO. 053 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 01/17/25 R.E. NAME: TAYLOR MERLO DATE OF THIS ESTIMATE 01/21/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,659,000.00 548.800 1,646,400 (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 1,261.800 31,545 (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 105,440.00 480.000 76,800.00 480.000 76,800 121 JOINT SEAL (MR 2") LF 220.0000 55,220.00 126.000 27,720.00 126.000 27,720 122 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 204,661.50 154,047.000 231,070 (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 8,670.000 43,350 PROGRAM CAS145 PAGE 6 DATE 01/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N72U4 TIME 09:24 AM ESTIMATE NO. 053 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 01/17/25 R.E. NAME: TAYLOR MERLO DATE OF THIS ESTIMATE 01/21/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 582,619.50 129,471.000 582,619 (F) 131 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 64,735.50 129,471.000 64,735 (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 42,941.000 2,147,050 (F) 134 ACCESS GATE (SOUND WALL) EA 8,600.0000 8,600.00 1.000 8,600 (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 132,000.00 922.900 203,038 141 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 4,456.000 62,384 150 CLASS 3 PERMEABLE MATERIAL (BLANKET) CY 285.0000 94,050.00 330.500 94,192 151 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 9.000 3,870 154 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 01/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N72U4 TIME 09:24 AM ESTIMATE NO. 053 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 01/17/25 R.E. NAME: TAYLOR MERLO DATE OF THIS ESTIMATE 01/21/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 9.000 55,800 158 REMOVE CULVERT (LF) LF 77.0000 53,900.00 815.800 62,816 159 REMOVE INLET EA 1,500.0000 73,500.00 50.000 75,000 160 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 29.119 11,647 166 SLOPE PAVING (CONCRETE) CY 2,700.0000 423,900.00 157.000 423,900 167 SLOPE PAVING (FRACTURED RIB) SQFT 100.0000 150,000.00 1,350.000 135,000 168 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 1.840 3,128 172 MINOR CONCRETE (GUTTER) (LF) LF 95.0000 42,465.00 447.000 42,465 173 MINOR CONCRETE (GUTTER) (CY) CY 1,350.0000 6,075.00 4.500 6,075 174 DETECTABLE WARNING SURFACE SQFT 45.0000 9,000.00 114.300 5,143.50 148.800 6,696 175 MINOR CONCRETE (MISCELLANEOUS CY 5,600.0000 78,400.00 17.500 98,000 CONSTRUCTION) 176 MINOR CONCRETE (CURB AND GUTTER) CY 1,050.0000 58,800.00 61.712 64,797 177 MINOR CONCRETE (SIDEWALK) CY 925.0000 34,225.00 39.460 36,500 178 MINOR CONCRETE (CURB RAMP) CY 3,000.0000 39,000.00 9.580 28,740 179 REMOVE CONCRETE CURB (LF) LF 3.5000 18,410.00 5,527.000 19,344 180 REMOVE CONCRETE (CURB AND GUTTER) LF 8.0000 33,120.00 4,183.300 33,466 181 REMOVE CONCRETE CY 135.0000 7,830.00 33.394 4,508.19 54.924 7,414 (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 24,700.00 621.000 40,365 PROGRAM CAS145 PAGE 8 DATE 01/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N72U4 TIME 09:24 AM ESTIMATE NO. 053 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 01/17/25 R.E. NAME: TAYLOR MERLO DATE OF THIS ESTIMATE 01/21/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 32,400.00 710.000 31,950 185 PCC DIKE (TYPE E) LF 45.0000 390,600.00 8,696.750 391,353 186 PCC DIKE (TYPE F) LF 45.0000 175,050.00 4,979.000 224,055 187 MISCELLANEOUS IRON AND STEEL LB 2.0000 137,008.00 1,337.000 2,674.00 68,200.000 136,400 (F) 188 REMOVE MANHOLE EA 3,500.0000 7,000.00 2.000 7,000 189 PREPARE AND STAIN CONCRETE SQFT 10.0000 98,020.00 5,820.000 58,200.00 9,802.000 98,020 190 STAIN GALVANIZED SURFACES (LS) LS 195,000.0000 195,000.00 1.000 195,000 191 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 2,907.620 78,505.74 11,670.000 315,090 194 6' CHAIN LINK GATE (TYPE CL-6) EA 1,450.0000 14,500.00 13.000 18,850 195 REMOVE CHAIN LINK FENCE LF 8.0000 59,760.00 9,005.500 72,044 196 REMOVE GATE EA 170.0000 340.00 4.000 680.00 6.000 1,020 197 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 86.000 6,020 199 GUARD RAILING DELINEATOR EA 15.0000 750.00 36.000 540.00 88.000 1,320 200 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 13,700.00 1,791.000 8,955.00 3,373.000 16,865 201 TREATMENT BEST MANAGEMENT EA 425.0000 5,950.00 0.000 0 PRACTICE MARKER 202 OBJECT MARKER (TYPE K) EA 100.0000 400.00 6.000 600.00 6.000 600 203 OBJECT MARKER (TYPE L) EA 100.0000 600.00 4.000 400.00 4.000 400 204 REMOVE ROADSIDE SIGN EA 200.0000 18,600.00 93.000 18,600.00 186.000 37,200 205 REMOVE ROADSIDE SIGN PANEL EA 300.0000 1,500.00 2.000 600.00 8.000 2,400 206 REMOVE ROADSIDE SIGN (STEEL POST) EA 285.0000 6,270.00 22.000 6,270 207 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 1.000 670.00 1.000 670 209 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 45.0000 67,500.00 1,500.000 67,500 210 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 32.0000 2,240.00 70.000 2,240.00 70.000 2,240 PROGRAM CAS145 PAGE 9 DATE 01/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N72U4 TIME 09:24 AM ESTIMATE NO. 053 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 01/17/25 R.E. NAME: TAYLOR MERLO DATE OF THIS ESTIMATE 01/21/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,200.00 119.000 4,165 (2 1/2"-TYPE H) 212 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 14,300.00 267.350 3,475.55 1,184.460 15,397 (0.063"-UNFRAMED) 213 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.5000 9,585.00 122.630 1,655.51 608.760 8,218 (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 5,060.00 194.250 4,273.50 230.420 5,069 (0.080"-FRAMED) 216 METAL (ROADSIDE SIGN) LB 5.0000 13,200.00 720.000 3,600.00 2,640.000 13,200 217 METAL (BARRIER MOUNTED SIGN) LB 25.0000 39,000.00 1,878.800 46,970.00 2,794.800 69,870 218 ROADSIDE SIGN - ONE POST EA 475.0000 48,925.00 22.000 10,450.00 104.000 49,400 219 ROADSIDE SIGN - TWO POST EA 1,425.0000 5,700.00 1.000 1,425.00 4.000 5,700 220 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 250.0000 1,750.00 9.000 2,250 METHOD) 221 INSTALL ROADSIDE SIGN PANEL ON EA 220.0000 660.00 5.000 1,100.00 5.000 1,100 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 367,500.00 462.150 16,175.25 10,652.000 372,820 226 VEGETATION CONTROL (MINOR CONCRETE) SQYD 130.0000 685,100.00 4,610.421 599,354 227 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 85.0000 70,550.00 1,595.000 135,575 228 TRANSITION RAILING (TYPE DTB) EA 6,000.0000 24,000.00 3.000 18,000 229 TRANSITION RAILING (TYPE WB-31) EA 5,000.0000 55,000.00 10.000 50,000 230 END ANCHOR ASSEMBLY (TYPE SFT) EA 830.0000 7,470.00 9.000 7,470 231 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 28,000.00 9.000 31,500 232 CONCRETE BARRIER (TYPE 60M MOD1) LF 300.0000 255,000.00 850.000 255,000 233 CONCRETE BARRIER (TYPE 60MC MOD1) LF 320.0000 1,702,400.00 4,724.000 1,511,680 234 CONCRETE BARRIER (TYPE 60MC MOD2) LF 460.0000 1,251,200.00 2,604.000 1,197,840 235 CONCRETE BARRIER (TYPE 60MC MOD3) LF 380.0000 1,193,200.00 3,194.000 1,213,720 236 CONCRETE BARRIER (TYPE 60MS MOD1) LF 230.0000 2,012,500.00 8,780.000 2,019,400 237 CONCRETE BARRIER (TYPE 60MSF MOD1) LF 850.0000 22,100.00 26.000 22,100 PROGRAM CAS145 PAGE 10 DATE 01/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N72U4 TIME 09:24 AM ESTIMATE NO. 053 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 01/17/25 R.E. NAME: TAYLOR MERLO DATE OF THIS ESTIMATE 01/21/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,200.000 814,000 240 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 5.000 180,000 242 CONCRETE BARRIER (TYPE 60SA MODIFIED) LF 400.0000 136,000.00 340.000 136,000 (F) 243 CONCRETE BARRIER (TYPE 60MA MODIFIED) LF 340.0000 141,780.00 417.000 141,780 (F) 244 CONCRETE BARRIER (TYPE 85 MODIFIED) LF 500.0000 922,000.00 112.200 56,100.00 1,997.000 998,500 (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 290,500.00 328.500 272,655 248 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 6,063.100 36,378 251 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 75,400.00 523.500 75,907.50 523.500 75,907 (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 22,977.000 3,446.55 69,505.000 10,425 262 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.500 1,250.00 1.000 2,500 SYSTEM ELEMENTS DURING CONSTRUCTION 263 CAMERA SYSTEMS LS 250,000.0000 250,000.00 0.950 237,500 264 MODIFYING LIGHTING SYSTEMS LS 675,000.0000 675,000.00 1.000 675,000 PROGRAM CAS145 PAGE 11 DATE 01/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N72U4 TIME 09:24 AM ESTIMATE NO. 053 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 01/17/25 R.E. NAME: TAYLOR MERLO DATE OF THIS ESTIMATE 01/21/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.066 13,200.00 1.000 200,000 266 MODIFYING LIGHTING SYSTEMS LS 98,000.0000 98,000.00 1.000 98,000 (COUNTY STREET) PROGRAM CAS145 PAGE 12 DATE 01/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N72U4 TIME 09:24 AM ESTIMATE NO. 053 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 01/17/25 R.E. NAME: TAYLOR MERLO DATE OF THIS ESTIMATE 01/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,666,710.00 134,032,837.44 ADJUSTMENT OF COMPENSATION 6,634.99 2,545,009.14 EXTRA WORK 614,237.47 3,765,949.87 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,287,582.46 140,343,796.45 267 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 2,287,582.46 155,443,796.45 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -41,288.50 TOTAL 2,287,582.46 155,402,507.95 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 01/29/25 835 66 -1 0 98% 100% PROGRESS IS SATISFACTORY TAYLOR MERLO RESIDENT ENGINEER