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 06/17/24 EST. NO. 038 TIME 09:32 AM R.E. NAME: WANG, MIKE 07-210624 --------------------------------------------------------------------------- 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 0218 1,683.00 E.W. @ F.A.(+) 063021 N 1018.0 007 0087 1,379.26 E.W. @ F.A.(+) 021524 N 0944.0 0088 173.31 031224 N 0962.0 0089 1,147.37 031324 N 0964.0 0090 173.31 031324 N 0965.0 016 0008 5,471.16 E.W. @ F.A.(+) 031824 N 0994.0 022 0016 4,033.84 E.W. @ F.A.(+) 022624 N 0900.0 0017 2,717.79 022724 N 0902.0 024 0027 6,820.00 E.W. @ F.A.(+) 011024 N 1019.0 0028 8,734.00 021424 N 1067.0 0029 18,216.00 040824 N 1068.0 0030 462.00 011524 N 1066.0 047 0002 3,282.64 E.W. @ F.A.(+) 020824 N 0998.0 056 0001 18,756.89 E.W. @ F.A.(+) 122623 N 0925.0 0008 24,052.93 011524 N 0932.0 0009 2,406.52 103023 N 0920.0 0010 2,770.61 103123 N 0921.0 0011 9,235.53 011624 N 0933.0 0012 7,056.07 011724 N 0934.0 0013 9,416.45 011824 N 0935.0 0014 6,536.04 011924 N 0936.0 0015 5,152.08 012924 N 0937.0 0016 11,007.70 013024 N 0938.0 0017 638.73 013124 N 0939.0 0018 4,870.77 013124 N 0940.0 0019 7,873.57 021224 N 0941.0 0020 10,162.61 021324 N 0942.0 174,230.18 TOTAL THIS ESTIMATE 6,050,685.91 TOTAL PREVIOUS ESTIMATE 6,224,916.09 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 06/17/24 EST. NO. 038 TIME 09:32 AM R.E. NAME: WANG, MIKE 07-210624 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM 1201 -91,937.79 005 MISSING CEM 1201 91,937.79 006 FAILURE CPM UPDATE -415,443.90 008 FAILURE CPM UPDATE -32,355.60 009 WITHOL SEC 9-1.16E3 -32,355.60 009 FAILURE CPM UPDATE 415,443.90 010 FAILURE CPM UPDATE 32,355.60 010 WITHOL SEC 9-1.16E3 32,355.60 010 WITHOL SEC 9-1.16E3 -50,000.00 014 WITHOL SEC 9-1.16E3 50,000.00 015 RJPILES S49-3.02(4)D -2,000.00 019 REJ PILES S49-3.024D -12,500.00 026 REJ PILES S49-3.024D 12,500.00 027 REJ PILES S49-3.024D -12,000.00 027 WITHOL SEC 9-16E(5) -13,556.64 034 WITHOLD SEC 906E950 -140,232.81 036 0.00 -167,789.45 LABOR COMPLIANCE VIOLATION CPR/FBS MAY21-NOV21 -10,000.00 008 CPR/FBS DEC21-MAR22 -10,000.00 012 CPR/FBS DEC21-MAR22 10,000.00 013 CPR/FBS MAY21-NOV21 10,000.00 013 CPRS APR,JUL-SEPT 22 -10,000.00 018 CPRS OCT 22 -10,000.00 019 P/R NOV 22 -10,000.00 020 CPRS APR,JUL-SEPT 22 10,000.00 022 CPRS DEC 22 -10,000.00 022 CPRS OCT 22 10,000.00 022 P/R NOV 22 10,000.00 022 CPRS DEC 22 10,000.00 023 MISSING CPRS 012923 -10,000.00 023 MISS P/R FT 03/04/23 -5,000.00 024 MISSING CPRS 012923 10,000.00 024 MISSING CPRS 012923 -5,000.00 024 MISS P/R FT 03/04/23 5,000.00 025 MISS P/R FT 03/04/23 -2,000.00 025 MISS P/R FT 03/04/23 2,000.00 026 MISSING CPRS 012923 5,000.00 026 MISSING P/R DEC 2023 -10,000.00 032 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -177,789.45 PROGRAM CAS145 PAGE 1 DATE 06/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-210624 TIME 09:32 AM ESTIMATE NO. 038 BID OPENING 12/16/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: WANG, MIKE DATE OF THIS ESTIMATE 06/17/24 LOCATION PROGRESS ESTIMATE 07-LA-71-1.6/4.8 ----------------- OHL USA, INC. LA COUNTY ROUTE 71 PM R1.6/4.8 IN 1920 MAIN STREET, SUITE 310; POMONA FROM MISSION BLVD TO RTE 60 IRVINE CA 92614 FED. AID NO. N O N E UPGRADE FROM EXPRESSWAY TO FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.750 3,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 4,500.0000 3,240,000.00 22.000 99,000.00 659.000 2,965,500 004 CONSTRUCTION AREA SIGNS LS 47,579.8100 47,579.81 0.020 951.60 0.630 29,975 005 TRAFFIC CONTROL SYSTEM LS 390,000.0000 390,000.00 0.020 7,800.00 0.660 257,400 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2200 31,680.00 254,652.000 56,023 007 CHANNELIZER (SURFACE MOUNTED) EA 35.0800 15,786.00 206.000 7,226 008 PLASTIC TRAFFIC DRUMS EA 33.9900 1,903.44 23.000 781 009 PORTABLE RADAR SPEED FEEDBACK SIGN EA 5,100.0000 20,400.00 2.000 10,200 SYSTEM DAY 010 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 5,400.0000 5,400.00 0.000 0 011 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 14,300.0000 57,200.00 2.000 28,600 012 TEMPORARY RAILING (TYPE K) LF 13.0000 711,100.00 54,034.000 702,442 013 TEMPORARY CRASH CUSHION MODULE EA 400.0000 100,000.00 98.000 39,200 014 JOB SITE MANAGEMENT LS 84,000.0000 84,000.00 0.890 74,760 015 PREPARE STORM WATER POLLUTION PREVENTION LS 5,500.0000 5,500.00 1.000 5,500 PLAN 016 RAIN EVENT ACTION PLAN EA 500.0000 12,500.00 32.000 16,000 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 200.0000 12,000.00 16.000 3,200 018 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 019 TEMPORARY COVER SQYD 4.3900 87,800.00 18,222.950 79,998 020 TEMPORARY DRAINAGE INLET PROTECTION EA 173.2200 8,661.00 32.000 5,543 021 TEMPORARY FIBER ROLL LF 2.4900 37,350.00 9,180.000 22,858 022 TEMPORARY GRAVEL BAG BERM LF 1.8100 9,122.40 2,423.000 4,385 PROGRAM CAS145 PAGE 2 DATE 06/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-210624 TIME 09:32 AM ESTIMATE NO. 038 BID OPENING 12/16/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: WANG, MIKE DATE OF THIS ESTIMATE 06/17/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY SILT FENCE LF 1.7900 17,900.00 8,221.000 14,715 024 TEMPORARY CONSTRUCTION ENTRANCE EA 6,000.0000 24,000.00 3.000 18,000 025 STREET SWEEPING LS 375,000.0000 375,000.00 0.890 333,750 026 TEMPORARY CONCRETE WASHOUT LS 37,644.7400 37,644.74 0.890 33,503 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5000 5,200.00 18,074.000 9,037 STRIPE (HAZARDOUS WASTE) 028 TREATED WOOD WASTE LB 0.3100 108,810.00 127,900.000 39,649 029 INVASIVE SPECIES CONTROL LS 14,508.8300 14,508.83 0.130 1,886 030 REMOVE CONCRETE (CY) CY 200.0000 148,000.00 30.000 6,000.00 770.640 154,128 031 TEMPORARY HIGH-VISIBILITY FENCE LF 2.4300 1,968.30 828.230 2,012 032 CLEARING AND GRUBBING (LS) LS 844,486.8500 844,486.85 1.000 844,486 033 ROADWAY EXCAVATION CY 20.9200 3,347,200.00 141,318.810 2,956,389 034 ROADWAY EXCAVATION (AERIALLY CY 180.0000 4,320.00 0.000 0 DEPOSITED LEAD) ARSENIC (TYPE C-1) 035 TRENCH EXCAVATION CY 13.5000 32,940.00 0.000 0 036 SHOULDER BACKING TON 25.0000 25,250.00 0.000 0 037 STRUCTURE EXCAVATION (RETAINING WALL) CY 33.0000 631,422.00 1,850.420 61,063.86 16,986.840 560,565 (F) 038 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 65.0000 38,675.00 595.000 38,675 (F) 039 SAND BEDDING CY 34.0000 10,880.00 0.000 0 040 STRUCTURE BACKFILL (SLURRY CEMENT) CY 225.0000 1,800.00 0.000 0 (F) 041 STRUCTURE BACKFILL (RETAINING WALL) CY 41.0000 675,434.00 11,800.400 483,816 (F) 042 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 73.0000 2,263.00 0.000 0 (F) 043 PERVIOUS BACKFILL MATERIAL (RETAINING CY 60.0000 34,860.00 486.000 29,160 (F) WALL) 044 DITCH EXCAVATION CY 12.5000 5,750.00 0.000 0 045 IMPORTED BORROW (CY) CY 2.0000 147,200.00 61,038.890 122,077 046 ROADSIDE CLEARING LS 30,000.0000 30,000.00 0.040 1,200.00 0.680 20,400 047 ROCK BLANKET SQFT 9.8500 559,480.00 0.000 0 048 SLOW-RELEASE FERTILIZER LB 2.1300 8,264.40 0.000 0 049 PLANT (GROUP I) EA 3.4600 30,655.60 0.000 0 PROGRAM CAS145 PAGE 3 DATE 06/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-210624 TIME 09:32 AM ESTIMATE NO. 038 BID OPENING 12/16/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: WANG, MIKE DATE OF THIS ESTIMATE 06/17/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLANT (GROUP A) EA 8.5200 9,968.40 0.000 0 051 PLANT (GROUP B) EA 15.9800 28,764.00 0.000 0 052 PLANT (GROUP U) EA 104.4000 84,564.00 0.000 0 053 MAINTAIN EXISTING PLANTED AREAS LS 12,783.3800 12,783.38 0.000 0 054 PLANT ESTABLISHMENT WORK LS 15,979.2200 15,979.22 0.000 0 055 WOOD MULCH CY 82.0300 69,725.50 0.000 0 056 CONTROL AND NEUTRAL CONDUCTORS LS 161,922.7800 161,922.78 0.000 0 057 1" REMOTE CONTROL VALVE EA 292.9500 2,929.50 0.000 0 058 1 1/2" REMOTE CONTROL VALVE EA 324.9100 25,018.07 0.000 0 059 2" REMOTE CONTROL VALVE EA 346.2200 2,077.32 0.000 0 060 REMOTE CONTROL VALVE EA 335.5600 3,355.60 0.000 0 WITH PRESSURE REGULATOR 061 24-32 STATION IRRIGATION CONTROLLER EA 12,250.7400 73,504.44 0.000 0 (WALL MOUNTED) 062 2" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 15.9800 9,827.70 0.000 0 (F) 063 5/8" DRIP IRRIGATION TUBING LF 2.4000 27,081.60 0.000 0 (F) 064 2" BACKFLOW PREVENTER ASSEMBLY EA 4,474.1800 26,845.08 0.000 0 065 FLOW SENSOR EA 900.1600 5,400.96 0.000 0 066 RISER SPRINKLER ASSEMBLY EA 17.5800 59,947.80 0.000 0 067 2" GATE VALVE EA 420.7900 2,945.53 0.000 0 068 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.1400 175,720.68 0.000 0 (F) LINE) 069 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.9400 34,392.26 0.000 0 (F) LINE) 070 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 4.4700 17,464.29 0.000 0 (F) (SUPPLY LINE) 071 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 5.3300 7,040.93 0.000 0 (F) (SUPPLY LINE) 072 2" PLASTIC PIPE (SCHEDULE 40) LF 5.7500 127,678.75 1,000.000 5,750 (F) (SUPPLY LINE) 073 2" PLASTIC PIPE (CLASS 315) LF 6.3900 1,744.47 0.000 0 (F) (SUPPLY LINE) 074 AUTOMATIC FLUSH VALVE EA 111.8500 1,118.50 0.000 0 075 AIR RELIEF VALVE EA 145.9400 1,459.40 0.000 0 076 BALL VALVE EA 282.3000 11,856.60 0.000 0 PROGRAM CAS145 PAGE 4 DATE 06/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-210624 TIME 09:32 AM ESTIMATE NO. 038 BID OPENING 12/16/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: WANG, MIKE DATE OF THIS ESTIMATE 06/17/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 6" WELDED STEEL PIPE CONDUIT LF 79.9000 22,372.00 0.000 0 078 CLASS 3 AGGREGATE BASE (CY) CY 17.7900 969,555.00 22,907.640 407,526 079 LEAN CONCRETE BASE CY 126.0000 3,364,200.00 4,517.660 569,225 080 LEAN CONCRETE BASE RAPID SETTING CY 339.1600 301,852.40 0.000 0 081 BASE BOND BREAKER SQYD 1.5500 306,900.00 37,185.000 57,636 082 CRACK TREATMENT LNMI 8,300.0000 8,300.00 0.000 0 083 REPLACE ASPHALT CONCRETE SURFACING CY 351.5400 38,669.40 0.000 0 084 HOT MIX ASPHALT (TYPE A) TON 84.1600 1,245,568.00 5,571.330 468,883 085 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 135.2900 603,393.40 0.000 0 086 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 5.3300 5,170.10 0.000 0 (PAVING FABRIC) 087 DATA CORE LS 4,261.1300 4,261.13 0.000 0 088 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.8800 345.60 0.000 0 089 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.8800 1,324.80 0.000 0 090 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.8800 6,710.40 0.000 0 091 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.8800 8,467.20 0.000 0 092 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.8800 3,196.80 0.000 0 093 TACK COAT TON 639.1700 13,422.57 0.000 0 094 REMOVE ASPHALT CONCRETE DIKE LF 2.8600 42,900.00 756.000 2,162.16 8,396.000 24,012 095 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.7000 84,730.00 0.000 0 096 REMOVE BASE AND SURFACING CY 9.3400 328,768.00 2,343.520 21,888.48 14,596.360 136,330 097 JOINTED PLAIN CONCRETE PAVEMENT CY 206.0000 14,337,600.00 13,431.000 2,766,786 098 JOINTED PLAIN CONCRETE PAVEMENT CY 390.4100 1,136,093.10 0.000 0 (RSC) 099 REMOVE CONCRETE PAVEMENT (CY) CY 40.0000 141,200.00 419.500 16,780 100 SOIL NAIL LF 31.3700 338,168.60 10,780.000 338,168 101 18" CAST-IN-DRILLED-HOLE CONCRETE LF 61.2300 658,773.57 10,661.500 652,803 PILING (SOUND WALL) 102 24" CAST-IN-DRILLED-HOLE CONCRETE LF 114.9500 21,035.85 183.000 21,035 PILING (SOUND WALL) 103 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,124.9800 393,743.00 98.800 111,148.02 151.800 170,771 PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 5 DATE 06/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-210624 TIME 09:32 AM ESTIMATE NO. 038 BID OPENING 12/16/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: WANG, MIKE DATE OF THIS ESTIMATE 06/17/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 24" CAST-IN-DRILLED-HOLE CONCRETE LF 137.7700 4,513,345.20 32,966.000 4,541,725 PILING (RETAINING WALL) 105 STRUCTURAL CONCRETE (PILASTER) CY 1,600.0000 219,200.00 48.400 77,440 (F) 106 STRUCTURAL CONCRETE (SOUND WALL CY 835.0000 15,030.00 18.000 15,030 (F) PILE CAP) 107 STRUCTURAL CONCRETE, RETAINING WALL CY 553.6800 4,498,650.00 649.000 359,338.32 7,246.000 4,011,965 (F) 108 STRUCTURAL CONCRETE, WALL FACING CY 1,000.0000 287,000.00 132.000 132,000.00 132.000 132,000 (F) 109 STRUCTURAL CONCRETE, BOX CULVERT CY 879.9900 7,114,631.15 24.650 21,691.75 7,090.820 6,239,850 (F) 110 STRUCTURAL CONCRETE, HEADWALL CY 1,542.4900 9,254.94 0.000 0 (F) 111 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,571.0200 697,532.88 1.220 1,916.64 192.990 303,191 (F) 112 MINOR CONCRETE (MINOR STRUCTURE) CY 826.2000 975,742.20 442.150 365,304 (F) 113 MINOR CONCRETE (BACKFILL) CY 153.7700 59,201.45 0.000 0 (F) 114 FORMED RELIEF TEXTURE (PILASTER) SQFT 3.1000 16,476.50 390.320 1,209 (F) 115 WESTERN BASALT TEXTURE SQFT 8.6500 384,812.55 34,094.000 294,913 (F) 116 BAR REINFORCING STEEL (WALL FACING) LB 1.5100 53,647.28 0.000 0 (F) 117 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0200 2,193,460.02 1,886,842.880 1,924,579 (F) 118 BAR REINFORCING STEEL (PILASTER) LB 1.5600 28,059.72 6,511.000 10,157 (F) 119 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0400 1,902,959.76 1,458,778.000 1,517,129 (F) 120 STRUCTURAL SHOTCRETE CY 1,529.5200 160,599.60 270.000 412,970 (F) 121 FURNISH SIGN STRUCTURE (TRUSS) LB 3.9400 910,486.72 136,317.000 537,088 (F) 122 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3200 73,948.16 0.000 0 (F) 123 REMOVE SIGN STRUCTURE WALKWAY (EA) EA 9,246.6400 55,479.84 0.000 0 124 REMOVE SIGN STRUCTURE (EA) EA 12,578.4700 50,313.88 4.000 50,313 125 SOUND WALL (MASONRY BLOCK) SQFT 22.2300 3,560,267.88 6,680.000 148,496.40 40,785.000 906,650 (F) 126 REMOVE RETAINING WALL (LF) LF 200.0000 30,000.00 0.000 0 127 24" ALTERNATIVE PIPE CULVERT LF 61.3100 474,539.40 14.000 858.34 1,151.200 70,580 128 30" ALTERNATIVE PIPE CULVERT LF 83.1500 58,205.00 117.400 9,761 129 36" ALTERNATIVE PIPE CULVERT LF 86.3800 235,817.40 76.000 6,564.88 1,053.600 91,009 130 CONCRETE BACKFILL (PIPE TRENCH) CY 123.3600 1,480.32 0.000 0 (F) PROGRAM CAS145 PAGE 6 DATE 06/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-210624 TIME 09:32 AM ESTIMATE NO. 038 BID OPENING 12/16/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: WANG, MIKE DATE OF THIS ESTIMATE 06/17/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 18" REINFORCED CONCRETE PIPE LF 109.7400 66,941.40 25.600 2,809 132 24" REINFORCED CONCRETE PIPE LF 97.2300 429,756.60 8.000 777.84 813.700 79,116 133 36" REINFORCED CONCRETE PIPE LF 166.0000 63,080.00 128.000 21,248 134 42" REINFORCED CONCRETE PIPE LF 646.1200 2,584.48 8.000 5,168 135 54" REINFORCED CONCRETE PIPE LF 522.2800 3,133.68 6.000 3,133 136 18" CORRUGATED STEEL PIPE (.079" THICK) LF 80.0900 53,660.30 0.000 0 137 18" SLOTTED CORRUGATED STEEL PIPE LF 115.4700 16,165.80 0.000 0 (.079" THICK) 138 CLASS 1 PERMEABLE MATERIAL (BLANKET) CY 68.2600 10,785.08 0.000 0 (F) 139 CLASS 6 PERMEABLE MATERIAL CY 64.9500 127,951.50 0.000 0 140 CLASS D FILTER FABRIC SQYD 0.7100 2,073.20 0.000 0 141 18" CONCRETE FLARED END SECTION EA 2,334.2000 9,336.80 0.000 0 142 24" CONCRETE FLARED END SECTION EA 2,799.4300 5,598.86 0.000 0 143 36" PRECAST CONCRETE PIPE MANHOLE LF 547.9100 48,763.99 42.000 23,012 144 ABANDON CULVERT (LF) LF 25.6900 6,165.60 0.000 0 145 REMOVE PIPE (LF) LF 23.6200 99,204.00 235.800 5,569.60 2,624.800 61,997 146 REMOVE INLET EA 871.6400 27,892.48 4.000 3,486.56 22.000 19,176 147 REMOVE HEADWALL EA 822.4600 8,224.60 7.000 5,757 148 REMOVE FLARED END SECTION (EA) EA 664.6800 664.68 1.000 664 149 ADJUST INLET EA 2,229.8000 17,838.40 12.000 26,757 150 MODIFY INLET EA 2,318.6800 2,318.68 0.000 0 151 SAND BACKFILL CY 105.2900 76,861.70 0.000 0 152 ROCK SLOPE PROTECTION CY 392.1900 54,906.60 0.000 0 (60 LB, CLASS II, METHOD B) (CY) 153 ROCK SLOPE PROTECTION CY 360.4000 16,578.40 0.000 0 (20 LB, CLASS I, METHOD B) (CY) 154 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.1600 1,485.20 0.000 0 155 MINOR CONCRETE (CURB) (CY) CY 1,223.9200 19,582.72 0.000 0 156 MINOR CONCRETE (MISCELLANEOUS CY 3,375.8000 1,687.90 0.000 0 CONSTRUCTION) 157 MINOR CONCRETE (CURB AND GUTTER) CY 562.9600 30,399.84 0.000 0 PROGRAM CAS145 PAGE 7 DATE 06/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-210624 TIME 09:32 AM ESTIMATE NO. 038 BID OPENING 12/16/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: WANG, MIKE DATE OF THIS ESTIMATE 06/17/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 MINOR CONCRETE (GUTTER DEPRESSION) CY 894.7600 5,368.56 0.000 0 159 MINOR CONCRETE (DRIVEWAY) CY 799.4200 3,997.10 0.000 0 160 MINOR CONCRETE (SIDEWALK) CY 493.5900 23,198.73 0.000 0 161 REMOVE CONCRETE (CURB AND GUTTER) LF 6.7700 5,416.00 124.000 839.48 376.000 2,545 162 REMOVE CONCRETE LF 25.2600 5,809.80 78.000 1,970 (CURB, GUTTER, AND SIDEWALK) (LF) 163 MISCELLANEOUS IRON AND STEEL LB 2.6500 284,904.15 58,005.000 153,713 (F) 164 OBSERVATION WELL EA 1,007.3500 2,014.70 0.000 0 165 REMOVE SEWER LINE LF 40.1100 8,824.20 206.000 8,262 166 REMOVE SEWER MANHOLE EA 6,710.3900 6,710.39 0.750 5,032 167 15" VCP SANITARY SEWER LF 110.3300 16,549.50 133.000 14,673 168 10" DIP SANITARY SEWER LF 116.7800 10,743.76 92.000 10,743 169 16" DIP SANITARY SEWER LF 230.1500 13,348.70 58.000 13,348 170 18" DIP SANITARY SEWER LF 368.2600 21,359.08 58.000 21,359 171 STANDARD 48" MANHOLE EA 18,847.3100 37,694.62 1.200 22,616 172 SEWER SIPHON STRUCTURE EA 47,089.5300 94,179.06 1.900 89,470 173 LAMP HOLE ACCESS EA 5,622.8200 5,622.82 1.000 5,622 174 PREPARE AND STAIN CONCRETE SQFT 1.5600 91,419.12 0.000 0 175 CHAIN LINK FENCE (TYPE CL-6) LF 24.7300 321,490.00 2,044.000 50,548 176 10' CHAIN LINK GATE (TYPE CL-6) EA 2,575.5000 2,575.50 0.000 0 177 16' CHAIN LINK GATE (TYPE CL-6) EA 3,354.6400 13,418.56 0.000 0 178 REMOVE CHAIN LINK FENCE LF 5.8600 48,520.80 1,830.000 10,723.80 10,830.000 63,463 179 REMOVE PAVEMENT MARKER EA 1.5700 5,416.50 1,564.000 2,455 180 GUARD RAILING DELINEATOR EA 18.4000 3,128.00 0.000 0 181 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0800 26,703.60 1,783.000 5,491 182 MILEPOST MARKER EA 79.9000 1,917.60 0.000 0 183 REMOVE ROADSIDE SIGN (WOOD POST) EA 186.4200 11,371.62 14.000 2,609 184 REMOVE ROADSIDE SIGN (METAL POST) EA 207.7300 3,739.14 12.000 2,492 PROGRAM CAS145 PAGE 8 DATE 06/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-210624 TIME 09:32 AM ESTIMATE NO. 038 BID OPENING 12/16/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: WANG, MIKE DATE OF THIS ESTIMATE 06/17/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 REMOVE ROADSIDE SIGN EA 79.9000 1,278.40 5.000 399 (STRAP AND SADDLE BRACKET METHOD) 186 REMOVE ROADSIDE SIGN PANEL EA 1,597.9200 1,597.92 0.000 0 187 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 31.9600 79,900.00 2,500.000 79,900 188 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 42.6100 68,176.00 0.000 0 189 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 32.3800 5,828.40 0.000 0 190 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.1500 10,908.00 0.000 0 (0.063"-UNFRAMED) 191 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.8700 8,569.80 0.000 0 (0.080"-UNFRAMED) 192 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.3600 3,204.00 0.000 0 (0.080"-FRAMED) 193 METAL (BARRIER MOUNTED SIGN) LB 8.5200 26,582.40 0.000 0 194 ROADSIDE SIGN - ONE POST EA 239.6900 10,306.67 0.000 0 195 ROADSIDE SIGN - TWO POST EA 292.9500 3,808.35 0.000 0 196 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 159.7900 3,355.59 0.000 0 METHOD) 197 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 21.3100 29,407.80 0.000 0 198 INSTALL ROADSIDE SIGN EA 3,302.3700 3,302.37 0.000 0 (LAMINATED WOOD BOX POST) 199 FURNISH LAMINATED WOOD BOX POST EA 2,663.2000 5,326.40 0.000 0 (TYPE M) 200 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 29.5400 62,920.20 0.000 0 201 VEGETATION CONTROL (MINOR CONCRETE) SQYD 31.6400 114,536.80 733.330 23,202.56 1,066.660 33,749 202 CONCRETE BARRIER (TYPE K) LF 44.8300 230,426.20 0.000 0 203 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 48.7000 68,180.00 0.000 0 (WOOD POST) 204 CABLE RAILING LF 79.0000 38,078.00 0.000 0 (F) 205 TRANSITION RAILING (TYPE WB-31) EA 4,545.0000 9,090.00 0.000 0 206 END CAP (TYPE A) EA 378.7500 378.75 0.000 0 207 END ANCHOR ASSEMBLY (TYPE SFT) EA 963.1100 8,667.99 0.000 0 208 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,895.7100 35,061.39 0.000 0 209 MAX-TENSION MEDIAN TERMINAL EA 8,981.7800 8,981.78 0.000 0 210 CRASH CUSHION MODULE, SAND FILLED EA 5,410.7100 5,410.71 0.000 0 211 CONCRETE BARRIER (TYPE 60M) LF 84.1100 634,189.40 1,155.000 97,147.05 1,155.000 97,147 PROGRAM CAS145 PAGE 9 DATE 06/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-210624 TIME 09:32 AM ESTIMATE NO. 038 BID OPENING 12/16/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: WANG, MIKE DATE OF THIS ESTIMATE 06/17/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 CONCRETE BARRIER (TYPE 60MC) LF 98.2800 286,977.60 0.000 0 213 CONCRETE BARRIER (TYPE 60MF) LF 265.8200 58,480.40 0.000 0 214 CONCRETE BARRIER (TYPE 60MG) LF 87.1100 120,211.80 0.000 0 215 CONCRETE BARRIER (TYPE 60MGF) LF 356.5400 156,877.60 0.000 0 216 CONCRETE BARRIER (TYPE 60MP) LF 490.6100 37,776.97 0.000 0 217 CONCRETE BARRIER (TYPE 60MD LF 67.1400 138,711.24 0.000 0 MODIFIED) 218 CONCRETE BARRIER (TYPE 60MG LF 386.0000 185,280.00 0.000 0 MODIFIED) 219 CONCRETE BARRIER (TYPE 842SV LF 266.1800 1,173,587.62 1,632.000 434,405.76 2,898.600 771,549 (F) MODIFIED) 220 CONCRETE BARRIER (TYPE 842S LF 184.6200 1,445,943.84 342.000 63,140.04 5,541.940 1,023,152 (F) MODIFIED) 221 REMOVE GUARDRAIL LF 6.3300 42,600.90 4,188.000 26,510 222 REMOVE DOUBLE METAL BEAM BARRIER LF 6.7600 39,546.00 6,015.000 40,661 223 SALVAGE CONCRETE BARRIER (TYPE K) LF 4.0000 29,200.00 0.000 0 224 REMOVE CRASH CUSHION EA 1,082.1400 2,164.28 1.000 1,082 225 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 23,190.00 0.000 0 226 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5900 28,320.00 0.000 0 227 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 1,020.80 0.000 0 (BROKEN 12-3) 228 THERMOPLASTIC PAVEMENT MARKING SQFT 3.2400 19,861.20 0.000 0 229 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 80.00 0.000 0 (BROKEN 6-1) 230 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.2200 10,208.00 0.000 0 (BROKEN 36-12) 231 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 1,510.40 0.000 0 (BROKEN 17-7) 232 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 656.00 0.000 0 (BROKEN 36-12) 233 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2700 12,123.00 53,414.700 14,421 234 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 0.9400 1,052.80 651.000 611 235 CONTRAST STRIPE PAINT (2-COAT) LF 0.1100 10,615.00 28,297.000 3,112 236 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 26,399.0000 26,399.00 0.500 13,199 SYSTEM ELEMENTS DURING CONSTRUCTION 237 ELECTRIC SERVICE FOR IRRIGATION LS 84,476.8100 84,476.81 0.510 43,083 238 TRAFFIC MONITORING STATION SYSTEM LS 123,784.6300 123,784.63 0.170 21,043 PROGRAM CAS145 PAGE 10 DATE 06/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-210624 TIME 09:32 AM ESTIMATE NO. 038 BID OPENING 12/16/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: WANG, MIKE DATE OF THIS ESTIMATE 06/17/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 CHANGEABLE MESSAGE SIGN SYSTEM LS 82,531.0000 82,531.00 0.000 0 240 CAMERA SYSTEMS LS 87,288.7500 87,288.75 0.000 0 241 FIBER OPTIC CABLE SYSTEMS LS 1,346,669.5600 1,346,669.56 0.140 188,533 242 TEMPORARY LIGHTING SYSTEMS LS 260,691.6500 260,691.65 0.493 128,520 243 TEMPORARY MICROWAVE VEHICLE LS 79,469.9000 79,469.90 0.920 73,112 DETECTION SYSTEMS 244 MODIFYING LIGHTING SYSTEMS LS 838,491.6900 838,491.69 0.058 48,632.52 0.288 241,485 245 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 368,613.1500 368,613.15 0.068 25,065 246 MODIFYING RAMP METERING SYSTEMS LS 319,920.3400 319,920.34 0.020 6,398 247 MODIFYING TRAFFIC MONITORING STATIONS LS 422,004.3900 422,004.39 0.033 13,926.14 0.157 66,254 248 MODIFYING FLASHING BEACON SYSTEMS LS 25,034.5600 25,034.56 0.455 11,390 249 REMOVING SIGNAL AND LIGHTING SYSTEMS LS 33,316.1400 33,316.14 1.000 33,316 250 WATER METER CHARGES LS 275,000.0000 275,000.00 0.000 0 251 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 252 ISOLATION JOINT SEAL (PREFORMED LF 4.5800 44,105.40 2,191.750 10,038 COMPRESSION) 253 GRIND EXISTING CONCRETE SQYD 5.2600 149,384.00 21,300.000 112,038 PAVEMENT 254 JOINT SEAL LF 3.6700 35,342.10 0.000 0 255 DETECTABLE WARNING SURFACE SQFT 43.4600 1,955.70 0.000 0 256 MINOR CONCRETE (CURB RAMP) CY 896.7000 6,276.90 0.000 0 257 REMOVE CONCRETE CY 154.1400 1,078.98 0.000 0 (CURB, GUTTER, AND SIDEWALK) (CY) PROGRAM CAS145 PAGE 11 DATE 06/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-210624 TIME 09:32 AM ESTIMATE NO. 038 BID OPENING 12/16/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: WANG, MIKE DATE OF THIS ESTIMATE 06/17/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,683,931.80 40,924,222.26 ADJUSTMENT OF COMPENSATION 0.00 1,528,128.12 EXTRA WORK 174,230.18 4,696,787.97 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,858,161.98 47,149,138.35 258 MOBILIZATION LS 7,700,000.0000 7,700,000.00 1.000 7,700,000 ORIGINAL CONTRACT AMOUNT 85,920,262.42 TOTAL WORK COMPLETED 1,858,161.98 54,849,138.35 MATERIALS ON HAND ON SITE 2,245,147.74 DEDUCTIONS 0.00 -177,789.45 TOTAL 1,858,161.98 56,916,496.64 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 03/16/21 970 05/12/21 05/10/21 10/31/25 659 118 104 0 58% 61% PROGRESS IS SATISFACTORY WANG, MIKE RESIDENT ENGINEER