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 01/24/22 EST. NO. 009 TIME 04:51 PM R.E. NAME: CHOU, MICHAEL 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 0013 1,248.50 E.W. @ F.A.(+) 070221 N 0064.0 004 0007 500.00 E.W. @ U.P (+) 072121 N 0042.0 0008 650.00 092121 N 0060.0 0009 400.00 121321 N 0061.0 0010 400.00 121321 N 0062.0 0011 500.00 010222 N 0063.0 3,698.50 TOTAL THIS ESTIMATE 113,482.17 TOTAL PREVIOUS ESTIMATE 117,180.67 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 01/24/22 EST. NO. 009 TIME 04:51 PM R.E. NAME: CHOU, MICHAEL 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 -64,711.20 -480,155.10 LABOR COMPLIANCE VIOLATION CPR/FBS MAY21-NOV21 -10,000.00 008 0.00 -10,000.00 TOTAL DEDUCTIONS -64,711.20 -490,155.10 PROGRAM CAS145 PAGE 1 DATE 01/24/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-210624 TIME 04:51 PM ESTIMATE NO. 009 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 01/20/22 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 01/24/22 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 0.250 1,250 003 TIME-RELATED OVERHEAD (WDAY) WDAY 4,500.0000 3,240,000.00 12.000 54,000.00 156.000 702,000 004 CONSTRUCTION AREA SIGNS LS 47,579.8100 47,579.81 0.270 12,846 005 TRAFFIC CONTROL SYSTEM LS 390,000.0000 390,000.00 0.130 50,700 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2200 31,680.00 43,599.000 9,591 007 CHANNELIZER (SURFACE MOUNTED) EA 35.0800 15,786.00 181.000 6,349 008 PLASTIC TRAFFIC DRUMS EA 33.9900 1,903.44 0.000 0 009 PORTABLE RADAR SPEED FEEDBACK SIGN EA 5,100.0000 20,400.00 0.000 0 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 0.000 0 012 TEMPORARY RAILING (TYPE K) LF 13.0000 711,100.00 29,580.000 384,540 013 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 0.020 1,680.00 0.220 18,480 015 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 4.000 2,000 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 200.0000 12,000.00 2.000 400.00 3.000 600 018 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 019 TEMPORARY COVER SQYD 4.3900 87,800.00 8,578.280 37,658 020 TEMPORARY DRAINAGE INLET PROTECTION EA 173.2200 8,661.00 1.000 173.22 23.000 3,984 021 TEMPORARY FIBER ROLL LF 2.4900 37,350.00 4,434.000 11,040 022 TEMPORARY GRAVEL BAG BERM LF 1.8100 9,122.40 415.000 751.15 960.000 1,737 PROGRAM CAS145 PAGE 2 DATE 01/24/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-210624 TIME 04:51 PM ESTIMATE NO. 009 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 01/20/22 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 01/24/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,072.000 3,708 024 TEMPORARY CONSTRUCTION ENTRANCE EA 6,000.0000 24,000.00 2.000 12,000 025 STREET SWEEPING LS 375,000.0000 375,000.00 0.180 67,500 026 TEMPORARY CONCRETE WASHOUT LS 37,644.7400 37,644.74 0.000 0 027 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 108,810.00 118,460.000 36,722 029 INVASIVE SPECIES CONTROL LS 14,508.8300 14,508.83 0.130 1,886 030 REMOVE CONCRETE (CY) CY 200.0000 148,000.00 19.080 3,816 031 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 0.970 819,152 033 ROADWAY EXCAVATION CY 20.9200 3,347,200.00 23,001.000 481,180 034 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 0.000 0 (F) 038 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 65.0000 38,675.00 0.000 0 (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 0.000 0 (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 0.000 0 (F) WALL) 044 DITCH EXCAVATION CY 12.5000 5,750.00 0.000 0 045 IMPORTED BORROW (CY) CY 2.0000 147,200.00 5,763.000 11,526 046 ROADSIDE CLEARING LS 30,000.0000 30,000.00 0.000 0 047 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 01/24/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-210624 TIME 04:51 PM ESTIMATE NO. 009 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 01/20/22 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 01/24/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (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 01/24/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-210624 TIME 04:51 PM ESTIMATE NO. 009 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 01/20/22 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 01/24/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,026.000 71,622.54 5,970.000 106,206 079 LEAN CONCRETE BASE CY 126.0000 3,364,200.00 0.000 0 080 LEAN CONCRETE BASE RAPID SETTING CY 339.1600 301,852.40 0.000 0 081 BASE BOND BREAKER SQYD 1.5500 306,900.00 0.000 0 082 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 0.000 0 085 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 42,900.00 245.000 700.70 905.000 2,588 095 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 1,287.550 12,025 097 JOINTED PLAIN CONCRETE PAVEMENT CY 206.0000 14,337,600.00 0.000 0 098 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 14.000 560 100 SOIL NAIL LF 31.3700 338,168.60 0.000 0 101 18" CAST-IN-DRILLED-HOLE CONCRETE LF 61.2300 658,773.57 0.000 0 PILING (SOUND WALL) 102 24" CAST-IN-DRILLED-HOLE CONCRETE LF 114.9500 21,035.85 0.000 0 PILING (SOUND WALL) 103 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,124.9800 393,743.00 0.000 0 PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 5 DATE 01/24/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-210624 TIME 04:51 PM ESTIMATE NO. 009 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 01/20/22 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 01/24/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 PILING (RETAINING WALL) 105 STRUCTURAL CONCRETE (PILASTER) CY 1,600.0000 219,200.00 0.000 0 (F) 106 STRUCTURAL CONCRETE (SOUND WALL CY 835.0000 15,030.00 0.000 0 (F) PILE CAP) 107 STRUCTURAL CONCRETE, RETAINING WALL CY 553.6800 4,498,650.00 0.000 0 (F) 108 STRUCTURAL CONCRETE, WALL FACING CY 1,000.0000 287,000.00 0.000 0 (F) 109 STRUCTURAL CONCRETE, BOX CULVERT CY 879.9900 7,114,631.15 37.000 32,559 (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 11.860 18,632 (F) 112 MINOR CONCRETE (MINOR STRUCTURE) CY 826.2000 975,742.20 0.000 0 (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 0.000 0 (F) 115 WESTERN BASALT TEXTURE SQFT 8.6500 384,812.55 0.000 0 (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 0.000 0 (F) 118 BAR REINFORCING STEEL (PILASTER) LB 1.5600 28,059.72 0.000 0 (F) 119 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0400 1,902,959.76 0.000 0 (F) 120 STRUCTURAL SHOTCRETE CY 1,529.5200 160,599.60 0.000 0 (F) 121 FURNISH SIGN STRUCTURE (TRUSS) LB 3.9400 910,486.72 0.000 0 (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 0.000 0 125 SOUND WALL (MASONRY BLOCK) SQFT 22.2300 3,560,267.88 0.000 0 (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 0.000 0 128 30" ALTERNATIVE PIPE CULVERT LF 83.1500 58,205.00 0.000 0 129 36" ALTERNATIVE PIPE CULVERT LF 86.3800 235,817.40 0.000 0 130 CONCRETE BACKFILL (PIPE TRENCH) CY 123.3600 1,480.32 0.000 0 (F) PROGRAM CAS145 PAGE 6 DATE 01/24/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-210624 TIME 04:51 PM ESTIMATE NO. 009 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 01/20/22 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 01/24/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.500 493 132 24" REINFORCED CONCRETE PIPE LF 97.2300 429,756.60 7.000 680 133 36" REINFORCED CONCRETE PIPE LF 166.0000 63,080.00 56.000 9,296 134 42" REINFORCED CONCRETE PIPE LF 646.1200 2,584.48 0.000 0 135 54" REINFORCED CONCRETE PIPE LF 522.2800 3,133.68 0.000 0 136 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 0.000 0 144 ABANDON CULVERT (LF) LF 25.6900 6,165.60 0.000 0 145 REMOVE PIPE (LF) LF 23.6200 99,204.00 1,108.900 26,192 146 REMOVE INLET EA 871.6400 27,892.48 11.000 9,588 147 REMOVE HEADWALL EA 822.4600 8,224.60 3.000 2,467 148 REMOVE FLARED END SECTION (EA) EA 664.6800 664.68 0.000 0 149 ADJUST INLET EA 2,229.8000 17,838.40 0.000 0 150 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 01/24/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-210624 TIME 04:51 PM ESTIMATE NO. 009 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 01/20/22 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 01/24/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 14.000 94.78 174.000 1,177 162 REMOVE CONCRETE LF 25.2600 5,809.80 0.000 0 (CURB, GUTTER, AND SIDEWALK) (LF) 163 MISCELLANEOUS IRON AND STEEL LB 2.6500 284,904.15 0.000 0 (F) 164 OBSERVATION WELL EA 1,007.3500 2,014.70 0.000 0 165 REMOVE SEWER LINE LF 40.1100 8,824.20 0.000 0 166 REMOVE SEWER MANHOLE EA 6,710.3900 6,710.39 0.000 0 167 15" VCP SANITARY SEWER LF 110.3300 16,549.50 0.000 0 168 10" DIP SANITARY SEWER LF 116.7800 10,743.76 36.000 4,204 169 16" DIP SANITARY SEWER LF 230.1500 13,348.70 44.000 10,126 170 18" DIP SANITARY SEWER LF 368.2600 21,359.08 36.000 13,257 171 STANDARD 48" MANHOLE EA 18,847.3100 37,694.62 0.000 0 172 SEWER SIPHON STRUCTURE EA 47,089.5300 94,179.06 0.300 14,126 173 LAMP HOLE ACCESS EA 5,622.8200 5,622.82 0.000 0 174 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 0.000 0 176 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 8,434.000 49,423 179 REMOVE PAVEMENT MARKER EA 1.5700 5,416.50 1,026.000 1,610 180 GUARD RAILING DELINEATOR EA 18.4000 3,128.00 0.000 0 181 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0800 26,703.60 905.000 2,787 182 MILEPOST MARKER EA 79.9000 1,917.60 0.000 0 183 REMOVE ROADSIDE SIGN (WOOD POST) EA 186.4200 11,371.62 0.000 0 184 REMOVE ROADSIDE SIGN (METAL POST) EA 207.7300 3,739.14 0.000 0 PROGRAM CAS145 PAGE 8 DATE 01/24/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-210624 TIME 04:51 PM ESTIMATE NO. 009 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 01/20/22 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 01/24/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (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 0.000 0 188 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 0.000 0 202 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 0.000 0 PROGRAM CAS145 PAGE 9 DATE 01/24/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-210624 TIME 04:51 PM ESTIMATE NO. 009 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 01/20/22 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 01/24/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (F) MODIFIED) 220 CONCRETE BARRIER (TYPE 842S LF 184.6200 1,445,943.84 0.000 0 (F) MODIFIED) 221 REMOVE GUARDRAIL LF 6.3300 42,600.90 2,051.000 12,982 222 REMOVE DOUBLE METAL BEAM BARRIER LF 6.7600 39,546.00 4,375.000 29,575 223 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 0.000 0 225 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 32,903.700 8,884 234 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 0.9400 1,052.80 465.000 437 235 CONTRAST STRIPE PAINT (2-COAT) LF 0.1100 10,615.00 0.000 0 236 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 26,399.0000 26,399.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 237 ELECTRIC SERVICE FOR IRRIGATION LS 84,476.8100 84,476.81 0.000 0 238 TRAFFIC MONITORING STATION SYSTEM LS 123,784.6300 123,784.63 0.000 0 PROGRAM CAS145 PAGE 10 DATE 01/24/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-210624 TIME 04:51 PM ESTIMATE NO. 009 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 01/20/22 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 01/24/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 242 TEMPORARY LIGHTING SYSTEMS LS 260,691.6500 260,691.65 0.175 45,621 243 TEMPORARY MICROWAVE VEHICLE LS 79,469.9000 79,469.90 0.000 0 DETECTION SYSTEMS 244 MODIFYING LIGHTING SYSTEMS LS 838,491.6900 838,491.69 0.000 0 245 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 368,613.1500 368,613.15 0.000 0 246 MODIFYING RAMP METERING SYSTEMS LS 319,920.3400 319,920.34 0.000 0 247 MODIFYING TRAFFIC MONITORING STATIONS LS 422,004.3900 422,004.39 0.000 0 248 MODIFYING FLASHING BEACON SYSTEMS LS 25,034.5600 25,034.56 0.000 0 249 REMOVING SIGNAL AND LIGHTING SYSTEMS LS 33,316.1400 33,316.14 0.000 0 250 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 0.000 0 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 01/24/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-210624 TIME 04:51 PM ESTIMATE NO. 009 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 01/20/22 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 01/24/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 129,422.39 3,268,563.81 ADJUSTMENT OF COMPENSATION 0.00 4,787.20 EXTRA WORK 3,698.50 112,393.47 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 133,120.89 3,385,744.48 258 MOBILIZATION LS 7,700,000.0000 7,700,000.00 0.500 3,850,000 ORIGINAL CONTRACT AMOUNT 85,920,262.42 TOTAL WORK COMPLETED 133,120.89 7,235,744.48 MATERIALS ON HAND ON SITE 1,435,416.97 DEDUCTIONS -64,711.20 -490,155.10 TOTAL 68,409.69 8,181,006.35 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 01/24/25 156 20 0 0 8% 16% PROGRESS IS SATISFACTORY CHOU, MICHAEL RESIDENT ENGINEER PROGRAM CAS145 DATE 01/24/22