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 04/20/23 EST. NO. 047 TIME 02:44 PM R.E. NAME: KIM, STEVEN/CE- HONG, JOHN 12-0C1104 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 039 0002 29,660.68 E.W. @ L.S.(+) 041123 N 100020 060 0017 1,980.86 E.W. @ F.A.(+) 112221 N 0963.0 31,641.54 TOTAL THIS ESTIMATE 2,091,496.62 TOTAL PREVIOUS ESTIMATE 2,123,138.16 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 04/20/23 EST. NO. 047 TIME 02:44 PM R.E. NAME: KIM, STEVEN/CE- HONG, JOHN 12-0C1104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MATERL INSPECTION -5,000.00 007 MATL INSPCTN ITEM243 -5,000.00 008 FAIL SAFETY & SWPPP -139,900.13 013 SWPPP COMPLIANCE 139,900.13 014 FAIL GAMA-GAMA TEST -1,000.00 016 FAILED TEST RESULT -750.00 019 OVERPAYMENT ON CCO -3,298.90 019 SWPPP VIOLATION -117,709.87 021 SWPPP CORRECTION 117,709.87 022 PERFORM FAIL WITHHOL -364,800.00 042 RET PERF FAIL WITHHO 364,800.00 043 0.00 -15,048.90 TOTAL DEDUCTIONS 0.00 -15,048.90 PROGRAM CAS145 PAGE 1 DATE 04/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C1104 TIME 02:44 PM ESTIMATE NO. 047 BID OPENING 02/13/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/23 R.E. NAME: KIM, STEVEN/CE- HONG, JOHN DATE OF THIS ESTIMATE 04/20/23 LOCATION PROGRESS ESTIMATE 12-ORA-57-20.3/21.6 ----------------- SECURITY PAVING COMPANY, INC. IN ORANGE CO, IN BREA, ON ROUTE 57 3075 TOWNSGATE ROAD, STE 200 FROM 0.6 MILE SOUTH TO 0.7 MILE WESTLAKE VILLAGE, CA 91361 NORTH OF LAMBERT ROAD UC FED. AID NO. EPNH-P057(67)E RECONFIG NB RAMPS, CONST OF LOOP ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 27,000.0000 27,000.00 1.000 27,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 11,000.0000 11,000.00 0.984 10,824 003 TIME-RELATED OVERHEAD (WDAY) WDAY 4,400.0000 2,200,000.00 558.000 2,455,200 004 CONSTRUCTION AREA SIGNS LS 160,000.0000 160,000.00 0.984 157,440 005 TRAFFIC CONTROL SYSTEM LS 1,000,000.0000 1,000,000.00 0.984 984,000 006 FLASHING ARROW SIGN EA 1,450.0000 11,600.00 7.000 10,150 007 TYPE II BARRICADE EA 33.0000 132.00 10.000 330 008 TYPE III BARRICADE EA 60.0000 2,220.00 18.000 1,080 009 CHANNELIZER (SURFACE MOUNTED) EA 32.0000 8,320.00 175.000 5,600 010 CHANNELIZER (SURFACE MOUNTED) EA 32.0000 896.00 0.000 0 (LEFT IN PLACE) 011 PLASTIC TRAFFIC DRUMS EA 36.0000 30,600.00 654.000 23,544 012 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 27,000.0000 27,000.00 0.928 25,056 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 135,000.0000 135,000.00 0.984 132,840 014 TEMPORARY RAILING (TYPE K) LF 11.0000 357,500.00 32,660.000 359,260 015 TEMPORARY CRASH CUSHION MODULE EA 160.0000 51,200.00 272.000 43,520 016 TEMPORARY ALTERNATIVE CRASH CUSHION EA 3,000.0000 6,000.00 2.000 6,000 SYSTEM 017 TEMPORARY TRAFFIC SCREEN LF 2.4000 51,600.00 12,404.000 29,769 018 JOB SITE MANAGEMENT LS 201,000.0000 201,000.00 0.984 197,784 019 PREPARE STORM WATER POLLUTION PREVENTION LS 13,000.0000 13,000.00 0.900 11,700 PLAN 020 RAIN EVENT ACTION PLAN EA 500.0000 6,000.00 4.000 2,000.00 5.000 2,500 021 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 022 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 42,200.00 59,316.000 59,316 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 04/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C1104 TIME 02:44 PM ESTIMATE NO. 047 BID OPENING 02/13/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/23 R.E. NAME: KIM, STEVEN/CE- HONG, JOHN DATE OF THIS ESTIMATE 04/20/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CHECK DAM LF 3.6000 22,932.00 886.000 3,189 024 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 45,000.00 49.000 14,700.00 110.000 33,000 025 TEMPORARY FIBER ROLL LF 3.3000 79,530.00 20,034.000 66,112 026 TEMPORARY CONSTRUCTION ENTRANCE EA 4,300.0000 21,500.00 5.000 21,500 027 STREET SWEEPING LS 205,000.0000 205,000.00 0.984 201,720 028 TEMPORARY CONCRETE WASHOUT LS 67,000.0000 67,000.00 0.984 65,928 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.1000 40,110.00 11,850.000 24,885 STRIPE (HAZARDOUS WASTE) 030 ADL BURIAL LOCATION REPORT LS 3,800.0000 3,800.00 1.000 3,800 031 TREATED WOOD WASTE LB 0.5000 7,200.00 5,761.320 2,880 032 TEMPORARY HIGH-VISIBILITY FENCE LF 4.3000 20,339.00 4,756.000 20,450 033 CLEARING AND GRUBBING (ACRE) ACRE 25,000.0000 350,000.00 14.000 350,000 034 DUST PALLIATIVE LS 52,000.0000 52,000.00 0.000 0 035 ROADWAY EXCAVATION CY 24.0000 1,864,800.00 85,688.300 2,056,519 036 ROADWAY EXCAVATION (TYPE R-1) (AERIALLY CY 31.0000 73,160.00 2,360.000 73,160 DEPOSITED LEAD) 037 STRUCTURE EXCAVATION (BRIDGE) CY 84.0000 72,408.00 862.000 72,408 (F) 038 STRUCTURE EXCAVATION (RETAINING WALL) CY 107.0000 608,723.00 5,689.000 608,723 (F) 039 STRUCTURE EXCAVATION (SOUND WALL) CY 74.0000 5,254.00 71.000 5,254 040 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 32.0000 55,168.00 1,724.000 55,168 (F) 041 STRUCTURE EXCAVATION (GROUND ANCHOR CY 98.0000 34,594.00 353.000 34,594 (F) WALL) 042 STRUCTURE BACKFILL (BRIDGE) CY 121.0000 96,195.00 725.000 87,725 (F) 043 STRUCTURE BACKFILL (SLURRY CEMENT) CY 171.0000 438,444.00 2,874.000 491,454 (F) 044 STRUCTURE BACKFILL (RETAINING WALL) CY 81.0000 305,370.00 3,770.000 305,370 (F) 045 STRUCTURE BACKFILL (SOUND WALL) CY 125.0000 4,875.00 39.000 4,875 (F) 046 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 125.0000 2,250.00 18.000 2,250 (F) 047 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 68.0000 8,976.00 132.000 8,976 (F) 048 PERVIOUS BACKFILL MATERIAL CY 164.0000 28,700.00 175.000 28,700 (F) 049 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 227.0000 298,051.00 1,313.000 298,051 (F) PROGRAM CAS145 PAGE 3 DATE 04/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C1104 TIME 02:44 PM ESTIMATE NO. 047 BID OPENING 02/13/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/23 R.E. NAME: KIM, STEVEN/CE- HONG, JOHN DATE OF THIS ESTIMATE 04/20/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 LEAN CONCRETE BACKFILL CY 185.0000 125,430.00 678.000 125,430 (F) 051 DITCH EXCAVATION CY 22.0000 128,260.00 5,830.000 128,260 052 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 5.7000 84,360.00 18,684.670 106,502 CLASS B3 053 SOIL TEST LS 30,000.0000 30,000.00 1.000 30,000 054 RELOCATE IRRIGATION CONTROLLER EA 7,000.0000 7,000.00 1.000 7,000 055 30-42 STATION IRRIGATION CONTROLLER EA 14,400.0000 14,400.00 1.000 14,400 (PEDESTAL MOUNTED) 056 IRRIGATION CONTROLLER ENCLOSURE EA 3,500.0000 7,000.00 2.000 7,000 CABINET 057 3" BACKFLOW PREVENTER ASSEMBLY EA 11,100.0000 22,200.00 1.000 11,100 058 10" CORRUGATED HIGH DENSITY LF 63.0000 42,840.00 693.000 43,659 POLYETHYLENE PIPE CONDUIT 059 FINISHING ROADWAY LS 53,000.0000 53,000.00 1.000 53,000 060 CLASS 2 AGGREGATE SUBBASE CY 46.0000 1,605,400.00 40,595.739 1,867,403 061 CLASS 2 AGGREGATE BASE (CY) CY 63.0000 246,330.00 5,921.400 373,048 062 LEAN CONCRETE BASE CY 200.0000 652,000.00 3,984.626 796,925 063 LEAN CONCRETE BASE RAPID SETTING CY 650.0000 364,000.00 661.160 429,754 064 BASE BOND BREAKER SQYD 1.0000 32,700.00 35,245.898 35,245 065 ASPHALT-RUBBER BINDER TON 1,030.0000 38,110.00 0.000 0 066 PRECOATED AGGREGATE (SEAL COAT) TON 217.0000 65,100.00 0.000 0 067 PREPAVING INERTIAL PROFILER LS 4,700.0000 4,700.00 0.000 0 068 PREPAVING GRINDING DAY EA 12,700.0000 50,800.00 0.000 0 069 HOT MIX ASPHALT (TYPE A) TON 81.0000 2,268,000.00 23,439.700 1,898,615 070 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 112.0000 322,560.00 0.000 0 071 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 300.00 73.000 146 072 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 5,720.00 1,686.000 3,372 073 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 5,340.00 975.000 1,950 074 TACK COAT TON 650.0000 2,600.00 4.000 2,600 075 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.8000 37,932.00 0.000 0 076 JOINTED PLAIN CONCRETE PAVEMENT CY 284.0000 2,445,240.00 10,536.319 2,992,314 PROGRAM CAS145 PAGE 4 DATE 04/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C1104 TIME 02:44 PM ESTIMATE NO. 047 BID OPENING 02/13/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/23 R.E. NAME: KIM, STEVEN/CE- HONG, JOHN DATE OF THIS ESTIMATE 04/20/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 JOINTED PLAIN CONCRETE PAVEMENT CY 627.0000 996,930.00 1,764.860 1,106,567 (RSC) 078 ISOLATION JOINT SEAL (PREFORMED LF 5.0000 52,000.00 2,017.000 10,085 COMPRESSION) 079 REMOVE CONCRETE PAVEMENT (CY) CY 129.0000 184,470.00 2,962.000 382,098 080 GRIND EXISTING CONCRETE SQYD 7.0000 66,080.00 0.000 0 PAVEMENT 081 GROUND ANCHOR (SUBHORIZONTAL) EA 2,450.0000 1,247,050.00 509.000 1,247,050 082 MECHANICALLY STABILIZED EMBANKMENT, SQFT 56.0000 1,036,224.00 18,504.000 1,036,224 (F) LOCATION A 083 MECHANICALLY STABILIZED EMBANKMENT, SQFT 56.0000 926,016.00 16,536.000 926,016 (F) LOCATION B 084 JACKING SUPERSTRUCTURE (LOCATION A) LS 104,000.0000 104,000.00 0.000 0 085 JACKING SUPERSTRUCTURE (LOCATION B) LS 109,000.0000 109,000.00 1.000 109,000 086 STEEL SOLDIER PILE (HP 10 X 57) LF 52.0000 785,044.00 15,097.000 785,044 087 36" DRILLED HOLE LF 30.0000 235,860.00 7,862.000 235,860 088 72" PERMANENT STEEL CASING LF 1,092.0000 33,852.00 31.000 33,852 089 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 67.0000 40,937.00 611.000 40,937 090 60" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 668.0000 171,008.00 256.000 171,008 091 18" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 82.0000 163,918.00 2,434.000 199,588 092 FURNISH PILING (CLASS 140) (ALTERNATIVE LF 28.0000 159,096.00 5,682.000 159,096 X MODIFIED) 093 DRIVE PILE (CLASS 140) (ALTERNATIVE X EA 2,460.0000 295,200.00 120.000 295,200 MODIFIED) 094 16" CAST-IN-DRILLED-HOLE CONCRETE LF 70.0000 178,500.00 2,742.000 191,940 PILING (SOUND WALL) 095 24" CAST-IN-DRILLED-HOLE CONCRETE LF 166.0000 14,608.00 90.000 14,940 PILING (SOUND WALL) 096 54" CAST-IN-DRILLED-HOLE CONCRETE LF 840.0000 66,360.00 78.800 66,192 PILE (SIGN FOUNDATION) 097 60" CAST-IN-DRILLED-HOLE CONCRETE LF 780.0000 117,000.00 142.000 110,760 PILE (SIGN FOUNDATION) 098 PRESTRESSING CAST-IN-PLACE CONCRETE LS 154,000.0000 154,000.00 0.831 127,974 099 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 654.0000 120,990.00 185.000 120,990 (F) 100 STRUCTURAL CONCRETE, BRIDGE CY 950.0000 1,065,900.00 1,002.250 952,137 (F) 101 STRUCTURAL CONCRETE, BRIDGE CY 1,050.0000 493,500.00 408.000 428,400 (F) (POLYMER FIBER) 102 STRUCTURAL CONCRETE, RETAINING WALL CY 613.0000 787,092.00 1,284.000 787,092 (F) 103 STRUCTURAL CONCRETE, SOUND WALL CY 1,020.0000 21,420.00 21.000 21,420 (F) PROGRAM CAS145 PAGE 5 DATE 04/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C1104 TIME 02:44 PM ESTIMATE NO. 047 BID OPENING 02/13/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/23 R.E. NAME: KIM, STEVEN/CE- HONG, JOHN DATE OF THIS ESTIMATE 04/20/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 STRUCTURAL CONCRETE, FASCIA CY 777.0000 723,387.00 931.000 723,387 (F) 105 STRUCTURAL CONCRETE, BARRIER SLAB CY 820.0000 775,720.00 1,043.000 855,260 (F) 106 AGGREGATE BASE (APPROACH SLAB) CY 200.0000 800.00 4.000 800 107 STRUCTURAL CONCRETE, APPROACH SLAB CY 827.0000 208,404.00 194.000 160,438 (F) (TYPE N) 108 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,340.0000 25,460.00 20.148 26,998 (TYPE R) 109 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,555.0000 35,765.00 22.220 34,552 (TYPE R MODIFIED) 110 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,966.0000 544,582.00 -9.400 -18,480.40 277.000 544,582 (F) 111 MINOR CONCRETE CY 768.0000 3,148.80 4.400 3,379 (F) 112 MINOR CONCRETE (MINOR STRUCTURE) CY 2,173.0000 126,034.00 38.700 84,095.10 58.000 126,034 (F) 113 ARCHITECTURAL TREATMENT SQFT 14.0000 61,012.00 4,358.100 61,013 (F) 114 FLOWER AND FRACTURED RIB TEXTURE SQFT 7.0000 132,930.00 18,226.000 127,582 (F) 115 FRACTURED RIB TEXTURE SQFT 15.0000 18,225.00 1,010.000 15,150 (F) 116 DRILL AND BOND DOWEL LF 37.0000 962.00 0.000 0 117 JOINT SEAL (MR 1") LF 63.0000 3,402.00 54.000 3,402.00 54.000 3,402 118 JOINT SEAL (MR 1 1/2") LF 75.0000 9,450.00 80.000 6,000 119 BAR REINFORCING STEEL (BRIDGE) LB 1.4000 685,046.60 449,915.000 629,881 (F) 120 BAR REINFORCING STEEL (RETAINING WALL) LB 1.4000 287,373.80 205,267.000 287,373 (F) 121 BAR REINFORCING STEEL (FASCIA) LB 1.4000 293,395.20 209,568.000 293,395 (F) 122 BAR REINFORCING STEEL (GALVANIZED) LB 2.5000 5,357.50 2,143.000 5,357 (F) 123 HEADED BAR REINFORCEMENT EA 14.0000 672.00 48.000 672 (F) 124 STRUCTURAL SHOTCRETE CY 685.0000 81,515.00 119.000 81,515 (F) 125 STEEL LAGGING SQFT 212.0000 242,740.00 1,145.000 242,740 126 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 9.0000 37,917.00 4,213.000 37,917 (F) WITH WALKWAY) 127 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 3.0000 12,639.00 4,074.000 12,222 (F) WITH WALKWAY) 128 FURNISH SIGN STRUCTURE (TRUSS) LB 4.0000 726,800.00 181,700.000 726,800 (F) 129 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3500 63,595.00 181,700.000 63,595 (F) 130 REMOVE SIGN STRUCTURE (EA) EA 1,230.0000 6,150.00 5.000 6,150 PROGRAM CAS145 PAGE 6 DATE 04/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C1104 TIME 02:44 PM ESTIMATE NO. 047 BID OPENING 02/13/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/23 R.E. NAME: KIM, STEVEN/CE- HONG, JOHN DATE OF THIS ESTIMATE 04/20/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 REMOVE BRIDGE MOUNTED SIGN EA 771.0000 1,542.00 2.000 1,542 132 TIMBER LAGGING MFBM 20,275.0000 1,662,550.00 82.000 1,662,550 (F) 133 ACRYLITE SOUNDSTOP MASONRY SOUND WALL SQFT 115.0000 104,650.00 907.000 104,305 TRANSPARENT PANEL 134 SOUND WALL (MASONRY BLOCK) SQFT 26.0000 549,302.00 27,521.000 715,546 (F) 135 CLEAN AND PAINT STEEL SOLDIER PILING LS 368,000.0000 368,000.00 1.000 368,000 136 PUBLIC SAFETY PLAN LS 1,590.0000 1,590.00 1.000 1,590.00 1.000 1,590 137 RAPID SETTING CONCRETE (PATCH) CF 197.0000 394.00 2.000 394 (F) 138 REMOVE RETAINING WALL (LF) LF 46.0000 57,960.00 1,256.000 57,776 139 REMOVE UNSOUND CONCRETE CF 1,650.0000 3,300.00 2.000 3,300 (F) 140 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.7000 22,680.00 32,400.000 22,680 141 TREAT BRIDGE DECK SQFT 1.2000 38,880.00 32,400.000 38,880 (F) 142 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 56.0000 22,960.00 498.000 27,888 143 REMOVE SOUND WALL (SQFT) SQFT 8.7000 58,203.00 6,681.000 58,124 144 BRIDGE REMOVAL (PORTION), LOCATION A LS 83,000.0000 83,000.00 1.000 83,000 145 BRIDGE REMOVAL (PORTION), LOCATION B LS 58,000.0000 58,000.00 1.000 58,000 146 24" ALTERNATIVE PIPE CULVERT LF 175.0000 2,800.00 0.000 0 147 18" REINFORCED CONCRETE PIPE LF 117.0000 335,790.00 2,838.800 332,139 148 24" REINFORCED CONCRETE PIPE LF 128.0000 256,000.00 2,531.100 323,980 149 30" REINFORCED CONCRETE PIPE LF 133.0000 130,340.00 -31.400 -4,176.20 108.000 14,364 150 60" REINFORCED CONCRETE PIPE LF 302.0000 202,340.00 670.000 202,340 151 18" CORRUGATED STEEL PIPE (.079" THICK) LF 110.0000 38,500.00 397.000 43,670 152 GEOCOMPOSITE DRAIN SQFT 29.0000 61,074.00 2,106.000 61,074 153 DRAINAGE INLET MARKER EA 77.0000 308.00 1.000 77 154 18" CORRUGATED STEEL PIPE RISER LF 159.0000 14,151.00 5.000 795.00 88.300 14,039 (.079" THICK) 155 WELDED STEEL PIPE CASING (BRIDGE) LF 170.0000 13,090.00 0.000 0 156 18" STEEL FLARED END SECTION EA 276.0000 276.00 1.000 276.00 1.000 276 157 18" CONCRETE FLARED END SECTION EA 1,900.0000 15,200.00 9.000 17,100 PROGRAM CAS145 PAGE 7 DATE 04/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C1104 TIME 02:44 PM ESTIMATE NO. 047 BID OPENING 02/13/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/23 R.E. NAME: KIM, STEVEN/CE- HONG, JOHN DATE OF THIS ESTIMATE 04/20/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 24" CONCRETE FLARED END SECTION EA 2,400.0000 2,400.00 1.000 2,400 159 36" PRECAST CONCRETE PIPE INLET LF 138.0000 15,180.00 54.900 7,576.20 100.600 13,882 160 ABANDON PIPELINE EA 1,633.0000 1,633.00 1.000 1,633 161 REMOVE GRATED LINE DRAIN LF 22.0000 2,420.00 105.000 2,310 162 REMOVE PIPE (LF) LF 46.0000 176,640.00 200.000 9,200.00 3,638.100 167,352 163 REMOVE INLET EA 1,516.0000 63,672.00 42.000 63,672 164 REMOVE HEADWALL EA 2,650.0000 2,650.00 1.000 2,650 165 REMOVE MANHOLE EA 3,000.0000 15,000.00 2.000 6,000.00 5.000 15,000 166 ADJUST FRAME AND COVER TO GRADE EA 1,882.0000 20,702.00 0.000 0 167 SAND BACKFILL CY 159.0000 6,201.00 0.000 0 168 REMOVE SLOPE PAVING (SQYD) SQYD 14.0000 13,972.00 998.000 13,972 169 SLOPE PAVING (CONCRETE) CY 880.0000 48,400.00 0.000 0 170 ROCK SLOPE PROTECTION CY 297.0000 41,580.00 100.100 29,729 (20 LB, CLASS I, METHOD B) (CY) 171 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.0000 800.00 113.200 566 172 MINOR CONCRETE (GUTTER) (LF) LF 30.0000 88,020.00 2,161.000 64,830 173 DETECTABLE WARNING SURFACE SQFT 36.0000 3,600.00 13.500 486.00 76.000 2,736 174 MINOR CONCRETE (MISCELLANEOUS CY 588.0000 346,920.00 330.540 194,357 CONSTRUCTION) 175 MINOR CONCRETE (TEXTURED PAVING) CY 966.0000 92,736.00 0.000 0 176 REMOVE CONCRETE CURB (LF) LF 6.5000 12,935.00 1,986.000 12,909 177 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 8.0000 17,440.00 2,175.000 17,400 178 REMOVE CONCRETE ISLAND (PORTIONS) (SQYD) SQYD 13.0000 16,770.00 267.000 3,471.00 1,290.000 16,770 179 REMOVE CONCRETE (CURB AND GUTTER) LF 7.0000 23,940.00 4,970.000 34,790 180 MISCELLANEOUS IRON AND STEEL LB 3.0000 124,248.00 42,646.000 127,938 (F) 181 MISCELLANEOUS METAL (BRIDGE) LB 12.0000 5,040.00 420.000 5,040 (F) 182 LIGHTING (CITY STREET) LS 100,000.0000 100,000.00 0.000 0 183 PAINT CURB (2-COAT) SQFT 5.5000 825.00 0.000 0 184 CHAIN LINK FENCE (TYPE CL-6) LF 28.0000 13,160.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 04/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C1104 TIME 02:44 PM ESTIMATE NO. 047 BID OPENING 02/13/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/23 R.E. NAME: KIM, STEVEN/CE- HONG, JOHN DATE OF THIS ESTIMATE 04/20/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 10' CHAIN LINK GATE (TYPE CL-6) EA 2,780.0000 2,780.00 1.000 2,780 186 12' CHAIN LINK GATE (TYPE CL-6) EA 2,800.0000 2,800.00 0.000 0 187 REMOVE CHAIN LINK FENCE LF 12.0000 11,160.00 656.000 7,872 188 REMOVE PAVEMENT MARKER EA 0.1000 36,800.00 2,810.000 281 189 DELINEATOR (CLASS 1) EA 70.0000 11,900.00 0.000 0 190 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.2000 33,956.00 2,706.000 14,071 191 REMOVE ROADSIDE SIGN EA 130.0000 12,870.00 0.000 0 192 REMOVE SIGN PANEL EA 165.0000 165.00 194.800 32,142 193 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 26.0000 5,200.00 0.000 0 194 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 24.0000 35,280.00 1,461.900 35,085 FOR RETROREFLECTIVE SHEETING (TYPE XI) 195 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 3,900.00 0.000 0 (0.063"-UNFRAMED) 196 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 4,080.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 197 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 2,310.00 0.000 0 (0.080"-UNFRAMED) 198 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 1,360.00 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 199 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 6,120.00 0.000 0 (0.063"-FRAMED) 200 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,320.00 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 201 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 1,152.00 0.000 0 (0.080"-FRAMED) 202 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 5,440.00 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 203 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.5000 11,520.00 1,461.900 6,578 204 METAL (ROADSIDE SIGN) LB 6.0000 4,860.00 0.000 0 205 METAL (RAIL MOUNTED SIGN) LB 42.0000 8,400.00 0.000 0 206 ROADSIDE SIGN - ONE POST EA 310.0000 21,700.00 0.000 0 207 ROADSIDE SIGN - TWO POST EA 825.0000 19,800.00 0.000 0 208 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 185.0000 4,440.00 0.000 0 METHOD) 209 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 23.0000 1,794.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 04/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C1104 TIME 02:44 PM ESTIMATE NO. 047 BID OPENING 02/13/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/23 R.E. NAME: KIM, STEVEN/CE- HONG, JOHN DATE OF THIS ESTIMATE 04/20/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 210 FURNISH LAMINATED WOOD BOX (TYPE M) EA 2,200.0000 8,800.00 0.000 0 211 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 34.0000 114,920.00 2,368.750 80,537 212 CABLE RAILING LF 35.0000 96,740.00 2,764.000 96,740 (F) 213 TRANSITION RAILING (TYPE WB-31) EA 4,250.0000 25,500.00 4.000 17,000 214 END CAP (TYPE A) EA 149.0000 447.00 3.000 447 215 END CAP (TYPE TC) EA 762.0000 4,572.00 1.000 762 216 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,100.0000 8,800.00 7.000 7,700 217 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,600.0000 41,400.00 5.000 23,000 218 CONCRETE BARRIER (TYPE 60M) LF 102.0000 28,560.00 532.000 54,264 219 CONCRETE BARRIER (TYPE 60MD) LF 60.0000 212,400.00 4,690.340 281,420 220 CONCRETE BARRIER (TYPE 736) LF 90.0000 21,330.00 50.000 4,500 (F) 221 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 112.0000 178,416.00 1,593.000 178,416 (F) 222 CONCRETE BARRIER (TYPE 736SV) LF 202.0000 93,324.00 472.000 95,344 (F) 223 CONCRETE BARRIER (TYPE 742 MODIFIED) LF 98.0000 108,388.00 1,106.000 108,388 (F) 224 CONCRETE BARRIER TRANSITION LF 354.0000 20,886.00 311.400 110,235 (F) 225 REMOVE GUARDRAIL LF 13.0000 4,290.00 591.000 7,683 226 REMOVE CONCRETE BARRIER LF 41.0000 56,170.00 2,199.000 90,159 227 THERMOPLASTIC PAVEMENT MARKING SQFT 5.3000 36,994.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 228 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.2000 1,496.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 229 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.2000 36,960.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 230 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.2000 92,400.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 231 PAINT TRAFFIC STRIPE (2-COAT) LF 0.5500 140,800.00 199,918.000 109,954 232 PAINT PAVEMENT MARKING (2-COAT) SQFT 1.1000 3,960.00 1,300.000 1,430 233 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.2000 91,080.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 234 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.2000 484.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) PROGRAM CAS145 PAGE 10 DATE 04/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C1104 TIME 02:44 PM ESTIMATE NO. 047 BID OPENING 02/13/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/23 R.E. NAME: KIM, STEVEN/CE- HONG, JOHN DATE OF THIS ESTIMATE 04/20/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 235 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.2000 21,208.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 236 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.2000 6,952.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 237 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.2000 29,700.00 3,140.000 6,908 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 238 REMOVE PAINTED TRAFFIC STRIPE LF 0.5500 86,900.00 26,306.000 14,468 239 REMOVE PAINTED PAVEMENT MARKING SQFT 1.1000 1,815.00 485.000 533 240 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 239,800.00 95,150.000 104,665.00 131,420.000 144,562 241 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.2000 15,356.00 402.000 884 242 RAMP METERING SYSTEM LS 260,000.0000 260,000.00 0.510 132,600 243 MODIFYING EXISTING ELECTRICAL SYSTEM LS 3,605,000.0000 3,605,000.00 0.877 3,161,585 244 2" CONDUIT (BRIDGE) LS 20,000.0000 20,000.00 1.000 20,000 245 WATER METER CHARGES LS 3,400.0000 3,400.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 04/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C1104 TIME 02:44 PM ESTIMATE NO. 047 BID OPENING 02/13/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/23 R.E. NAME: KIM, STEVEN/CE- HONG, JOHN DATE OF THIS ESTIMATE 04/20/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 215,599.70 42,887,909.88 ADJUSTMENT OF COMPENSATION 0.00 171,064.40 EXTRA WORK 31,641.54 1,952,073.76 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 247,241.24 45,011,048.04 246 MOBILIZATION LS 3,603,699.0000 3,603,699.00 1.000 3,603,699 ORIGINAL CONTRACT AMOUNT 47,493,324.90 TOTAL WORK COMPLETED 247,241.24 48,614,747.04 MATERIALS ON HAND ON SITE -66,551.23 84,505.11 DEDUCTIONS 0.00 -15,048.90 TOTAL 180,690.01 48,684,203.25 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 05/13/19 500 08/28/19 07/08/19 06/21/23 502 454 52 0 91% 91% PROGRESS IS SATISFACTORY *** SUSPENDED ON 01/14/22. KIM, STEVEN/CE- HONG, JOHN RESIDENT ENGINEER