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 01/25/21 EST. NO. 020 TIME 01:08 PM R.E. NAME: SHIEH, PETER 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 --------------------------------------------------------------------------- 001 0096 704.97 E.W. @ F.A.(+) 111920 N 0287.0 0097 734.61 112520 N 0288.0 002 0008 2,991.00 E.W. @ F.A.(+) 021820 N 0318.0 0009 502.81 022020 N 0319.0 0010 5,867.15 022420 N 0320.0 0011 3,567.27 022520 N 0321.0 0012 6,443.65 022720 N 0322.0 0013 903.45 022820 N 0323.0 0014 3,537.34 031320 N 0324.0 0015 1,145.93 051420 N 0325.0 0016 3,840.29 061920 N 0326.0 0017 5,367.54 090920 N 0327.0 0019 594.46 101420 N 0329.0 0020 3,174.66 110320 N 0330.0 0027 493.60 103119 N 0337.0 004 0009 300.00 E.W. @ F.A.(+) 103120 N 0290.0 006 0068 318.12 E.W. @ F.A.(+) 120320 N 0291.0 008 0044 582.26 E.W. @ F.A.(+) 111220 N 0266.1 0045 2,522.06 111220 N 0273.0 0046 735.01 112020 N 0292.0 0047 167.53 112020 N 0293.0 0048 159.88 112320 N 0294.0 0049 167.53 112520 N 0295.0 0050 167.53 113020 N 0296.0 0051 4,224.27 120120 N 0297.0 0052 159.88 120420 N 0298.0 0053 159.88 120720 N 0299.0 0054 611.36 121720 N 0301.0 021 0002 977.50 E.W. @ F.A.(+) 022620 N 0350.0 025 0024 408.29 E.W. @ F.A.(+) 110620 N 0265.1 0025 2,915.04 111820 N 0284.0 032 0002 1,656.53 E.W. @ F.A.(+) 120820 N 0300.0 0003 1,839.67 120920 N 0303.0 034 0001 5,318.59 E.W. @ F.A.(+) 111820 N 0307.0 0001-1 -5,318.59 111820 N 0307.0 DAO CORRECTING ENTRY 0002 4,401.67 111920 N 0308.0 0002-1 -4,401.67 111920 N 0308.0 DAO CORRECTING ENTRY 0003 5,660.46 112020 N 0309.0 0003-1 -5,660.46 112020 N 0309.0 DAO CORRECTING ENTRY 0004 6,124.04 112320 N 0310.0 0004-1 -6,124.04 112320 N 0310.0 DAO CORRECTING ENTRY 0005 2,672.96 112520 N 0311.0 0005-1 -2,672.96 112520 N 0311.0 DAO CORRECTING ENTRY 0006 5,438.06 112420 N 0312.0 0006-1 -5,438.06 112420 N 0312.0 DAO CORRECTING ENTRY 0007 5,409.68 113020 N 0313.0 0012 1,650.00 111020 N 0285.0 0016 9,543.57 111620 N 0302.1 0017 2,442.90 111220 N 0304.1 0018 4,594.58 111320 N 0305.1 0019 5,838.57 111720 N 0306.1 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 01/25/21 EST. NO. 020 TIME 01:08 PM R.E. NAME: SHIEH, PETER 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 --------------------------------------------------------------------------- 0020 3,873.14 111820 N 0307.1 0021 2,956.23 111920 N 0308.1 0022 5,660.46 112020 N 0309.1 0023 6,124.04 112320 N 0310.1 0024 2,292.75 112520 N 0311.1 0025 2,361.98 112420 N 0312.1 0026 4,846.72 113020 N 0313.1 0027 5,675.13 120120 N 0314.1 0028 3,776.10 120220 N 0315.1 0029 5,327.75 120320 N 0316.1 0030 4,103.84 120420 N 0317.1 134,418.51 TOTAL THIS ESTIMATE 754,307.87 TOTAL PREVIOUS ESTIMATE 888,726.38 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 01/25/21 EST. NO. 020 TIME 01:08 PM R.E. NAME: SHIEH, PETER 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 0.00 -15,048.90 TOTAL DEDUCTIONS 0.00 -15,048.90 PROGRAM CAS145 PAGE 1 DATE 01/25/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C1104 TIME 01:08 PM ESTIMATE NO. 020 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 01/20/21 R.E. NAME: SHIEH, PETER DATE OF THIS ESTIMATE 01/25/21 LOCATION RERUN 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 0.750 20,250 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 11,000.0000 11,000.00 0.024 264.00 0.626 6,886 003 TIME-RELATED OVERHEAD (WDAY) WDAY 4,400.0000 2,200,000.00 12.000 52,800.00 365.000 1,606,000 004 CONSTRUCTION AREA SIGNS LS 160,000.0000 160,000.00 0.024 3,840.00 0.626 100,160 005 TRAFFIC CONTROL SYSTEM LS 1,000,000.0000 1,000,000.00 0.024 24,000.00 0.626 626,000 006 FLASHING ARROW SIGN EA 1,450.0000 11,600.00 3.000 4,350 007 TYPE II BARRICADE EA 33.0000 132.00 2.000 66 008 TYPE III BARRICADE EA 60.0000 2,220.00 8.000 480 009 CHANNELIZER (SURFACE MOUNTED) EA 32.0000 8,320.00 118.000 3,776 010 CHANNELIZER (SURFACE MOUNTED) EA 32.0000 896.00 0.000 0 (LEFT IN PLACE) 011 PLASTIC TRAFFIC DRUMS EA 36.0000 30,600.00 0.000 0 012 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 27,000.0000 27,000.00 0.024 648.00 0.570 15,390 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 135,000.0000 135,000.00 0.024 3,240.00 0.626 84,510 014 TEMPORARY RAILING (TYPE K) LF 11.0000 357,500.00 17,060.000 187,660 015 TEMPORARY CRASH CUSHION MODULE EA 160.0000 51,200.00 111.000 17,760 016 TEMPORARY ALTERNATIVE CRASH CUSHION EA 3,000.0000 6,000.00 1.000 3,000 SYSTEM 017 TEMPORARY TRAFFIC SCREEN LF 2.4000 51,600.00 11,174.000 26,817 018 JOB SITE MANAGEMENT LS 201,000.0000 201,000.00 0.024 4,824.00 0.626 125,826 019 PREPARE STORM WATER POLLUTION PREVENTION LS 13,000.0000 13,000.00 0.750 9,750 PLAN 020 RAIN EVENT ACTION PLAN EA 500.0000 6,000.00 0.000 0 021 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 022 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 42,200.00 8,685.000 8,685.00 24,200.000 24,200 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 01/25/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C1104 TIME 01:08 PM ESTIMATE NO. 020 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 01/20/21 R.E. NAME: SHIEH, PETER DATE OF THIS ESTIMATE 01/25/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 15.000 4,500 025 TEMPORARY FIBER ROLL LF 3.3000 79,530.00 3,575.000 11,797 026 TEMPORARY CONSTRUCTION ENTRANCE EA 4,300.0000 21,500.00 3.000 12,900 027 STREET SWEEPING LS 205,000.0000 205,000.00 0.024 4,920.00 0.626 128,330 028 TEMPORARY CONCRETE WASHOUT LS 67,000.0000 67,000.00 0.024 1,608.00 0.626 41,942 029 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 11.130 278,250 034 DUST PALLIATIVE LS 52,000.0000 52,000.00 0.000 0 035 ROADWAY EXCAVATION CY 24.0000 1,864,800.00 21,790.550 522,973 036 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 0.000 0 040 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 73.000 8,833 (F) 043 STRUCTURE BACKFILL (SLURRY CEMENT) CY 171.0000 438,444.00 0.000 0 (F) 044 STRUCTURE BACKFILL (RETAINING WALL) CY 81.0000 305,370.00 3,654.000 295,974 (F) 045 STRUCTURE BACKFILL (SOUND WALL) CY 125.0000 4,875.00 0.000 0 (F) 046 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 125.0000 2,250.00 0.000 0 (F) 047 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 68.0000 8,976.00 0.000 0 (F) 048 PERVIOUS BACKFILL MATERIAL CY 164.0000 28,700.00 155.000 25,420 (F) 049 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 227.0000 298,051.00 1,313.000 298,051 (F) PROGRAM CAS145 PAGE 3 DATE 01/25/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C1104 TIME 01:08 PM ESTIMATE NO. 020 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 01/20/21 R.E. NAME: SHIEH, PETER DATE OF THIS ESTIMATE 01/25/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 128,260.00 569.000 12,518 052 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 5.7000 84,360.00 0.000 0 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 0.000 0 055 30-42 STATION IRRIGATION CONTROLLER EA 14,400.0000 14,400.00 0.000 0 (PEDESTAL MOUNTED) 056 IRRIGATION CONTROLLER ENCLOSURE EA 3,500.0000 7,000.00 0.000 0 CABINET 057 3" BACKFLOW PREVENTER ASSEMBLY EA 11,100.0000 22,200.00 0.000 0 058 10" CORRUGATED HIGH DENSITY LF 63.0000 42,840.00 0.000 0 POLYETHYLENE PIPE CONDUIT 059 FINISHING ROADWAY LS 53,000.0000 53,000.00 0.000 0 060 CLASS 2 AGGREGATE SUBBASE CY 46.0000 1,605,400.00 4,854.370 223,301 061 CLASS 2 AGGREGATE BASE (CY) CY 63.0000 246,330.00 223.700 14,093 062 LEAN CONCRETE BASE CY 200.0000 652,000.00 0.000 0 063 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 5,547.800 5,547 065 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 1,817.310 147,202 070 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 0.000 0 072 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 5,720.00 0.000 0 073 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 5,340.00 0.000 0 074 TACK COAT TON 650.0000 2,600.00 0.800 520 075 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 0.000 0 PROGRAM CAS145 PAGE 4 DATE 01/25/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C1104 TIME 01:08 PM ESTIMATE NO. 020 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 01/20/21 R.E. NAME: SHIEH, PETER DATE OF THIS ESTIMATE 01/25/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 COMPRESSION) 079 REMOVE CONCRETE PAVEMENT (CY) CY 129.0000 184,470.00 2,564.000 330,756 080 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 9,921.600 555,609.60 14,055.600 787,113 (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 0.000 0 086 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 0.000 0 092 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 2,373.000 166,110 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 0.000 0 PILE (SIGN FOUNDATION) 097 60" CAST-IN-DRILLED-HOLE CONCRETE LF 780.0000 117,000.00 0.000 0 PILE (SIGN FOUNDATION) 098 PRESTRESSING CAST-IN-PLACE CONCRETE LS 154,000.0000 154,000.00 0.000 0 099 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 654.0000 120,990.00 185.000 120,990 (F) 100 STRUCTURAL CONCRETE, BRIDGE CY 950.0000 1,065,900.00 432.000 410,400 (F) 101 STRUCTURAL CONCRETE, BRIDGE CY 1,050.0000 493,500.00 0.000 0 (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 0.000 0 (F) PROGRAM CAS145 PAGE 5 DATE 01/25/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C1104 TIME 01:08 PM ESTIMATE NO. 020 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 01/20/21 R.E. NAME: SHIEH, PETER DATE OF THIS ESTIMATE 01/25/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 723,387.00 253.000 196,581.00 393.000 305,361 (F) 105 STRUCTURAL CONCRETE, BARRIER SLAB CY 820.0000 775,720.00 0.000 0 (F) 106 AGGREGATE BASE (APPROACH SLAB) CY 200.0000 800.00 0.000 0 107 STRUCTURAL CONCRETE, APPROACH SLAB CY 827.0000 208,404.00 0.000 0 (F) (TYPE N) 108 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,340.0000 25,460.00 0.000 0 (TYPE R) 109 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,555.0000 35,765.00 0.000 0 (TYPE R MODIFIED) 110 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,966.0000 544,582.00 14.100 27,720.60 122.000 239,852 (F) 111 MINOR CONCRETE CY 768.0000 3,148.80 2.400 1,843 (F) 112 MINOR CONCRETE (MINOR STRUCTURE) CY 2,173.0000 126,034.00 5.000 10,865.00 40.200 87,354 (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 3,073.390 21,513.73 11,676.390 81,734 (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 0.000 0 118 JOINT SEAL (MR 1 1/2") LF 75.0000 9,450.00 0.000 0 119 BAR REINFORCING STEEL (BRIDGE) LB 1.4000 685,046.60 143,082.000 200,314 (F) 120 BAR REINFORCING STEEL (RETAINING WALL) LB 1.4000 287,373.80 202,224.000 283,113 (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 0.000 0 (F) WITH WALKWAY) 127 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 3.0000 12,639.00 0.000 0 (F) WITH WALKWAY) 128 FURNISH SIGN STRUCTURE (TRUSS) LB 4.0000 726,800.00 0.000 0 (F) 129 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3500 63,595.00 0.000 0 (F) 130 REMOVE SIGN STRUCTURE (EA) EA 1,230.0000 6,150.00 3.000 3,690 PROGRAM CAS145 PAGE 6 DATE 01/25/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C1104 TIME 01:08 PM ESTIMATE NO. 020 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 01/20/21 R.E. NAME: SHIEH, PETER DATE OF THIS ESTIMATE 01/25/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 132 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 0.000 0 TRANSPARENT PANEL 134 SOUND WALL (MASONRY BLOCK) SQFT 26.0000 549,302.00 0.000 0 (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 0.000 0 137 RAPID SETTING CONCRETE (PATCH) CF 197.0000 394.00 0.000 0 (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 0.000 0 (F) 140 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.7000 22,680.00 0.000 0 141 TREAT BRIDGE DECK SQFT 1.2000 38,880.00 0.000 0 (F) 142 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 56.0000 22,960.00 0.000 0 143 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 0.000 0 145 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 335,790.00 646.900 75,687 148 24" REINFORCED CONCRETE PIPE LF 128.0000 256,000.00 59.600 7,628.80 1,397.300 178,854 149 30" REINFORCED CONCRETE PIPE LF 133.0000 130,340.00 0.000 0 150 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 1,792.000 51,968.00 1,792.000 51,968 153 DRAINAGE INLET MARKER EA 77.0000 308.00 1.000 77.00 1.000 77 154 18" CORRUGATED STEEL PIPE RISER LF 159.0000 14,151.00 83.300 13,244 (.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 0.000 0 157 18" CONCRETE FLARED END SECTION EA 1,900.0000 15,200.00 9.000 17,100 PROGRAM CAS145 PAGE 7 DATE 01/25/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C1104 TIME 01:08 PM ESTIMATE NO. 020 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 01/20/21 R.E. NAME: SHIEH, PETER DATE OF THIS ESTIMATE 01/25/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 159 36" PRECAST CONCRETE PIPE INLET LF 138.0000 15,180.00 33.300 4,595 160 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 60.900 2,801.40 1,793.400 82,496 163 REMOVE INLET EA 1,516.0000 63,672.00 2.000 3,032.00 31.000 46,996 164 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 6,000 166 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 37.200 11,048 (20 LB, CLASS I, METHOD B) (CY) 171 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.0000 800.00 42.000 210 172 MINOR CONCRETE (GUTTER) (LF) LF 30.0000 88,020.00 385.000 11,550 173 DETECTABLE WARNING SURFACE SQFT 36.0000 3,600.00 0.000 0 174 MINOR CONCRETE (MISCELLANEOUS CY 588.0000 346,920.00 1.500 882.00 5.900 3,469 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 1,919.000 12,473 177 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 8.0000 17,440.00 1,569.000 12,552 178 REMOVE CONCRETE ISLAND (PORTIONS) (SQYD) SQYD 13.0000 16,770.00 775.000 10,075 179 REMOVE CONCRETE (CURB AND GUTTER) LF 7.0000 23,940.00 1,741.000 12,187 180 MISCELLANEOUS IRON AND STEEL LB 3.0000 124,248.00 2,862.000 8,586.00 19,515.000 58,545 (F) 181 MISCELLANEOUS METAL (BRIDGE) LB 12.0000 5,040.00 0.000 0 (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 01/25/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C1104 TIME 01:08 PM ESTIMATE NO. 020 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 01/20/21 R.E. NAME: SHIEH, PETER DATE OF THIS ESTIMATE 01/25/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 186 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 1,610.000 8,372 191 REMOVE ROADSIDE SIGN EA 130.0000 12,870.00 0.000 0 192 REMOVE SIGN PANEL EA 165.0000 165.00 0.000 0 193 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 0.000 0 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 0.000 0 204 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 01/25/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C1104 TIME 01:08 PM ESTIMATE NO. 020 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 01/20/21 R.E. NAME: SHIEH, PETER DATE OF THIS ESTIMATE 01/25/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 212 CABLE RAILING LF 35.0000 96,740.00 385.000 13,475 (F) 213 TRANSITION RAILING (TYPE WB-31) EA 4,250.0000 25,500.00 0.000 0 214 END CAP (TYPE A) EA 149.0000 447.00 0.000 0 215 END CAP (TYPE TC) EA 762.0000 4,572.00 0.000 0 216 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,100.0000 8,800.00 0.000 0 217 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,600.0000 41,400.00 0.000 0 218 CONCRETE BARRIER (TYPE 60M) LF 102.0000 28,560.00 0.000 0 219 CONCRETE BARRIER (TYPE 60MD) LF 60.0000 212,400.00 0.000 0 220 CONCRETE BARRIER (TYPE 736) LF 90.0000 21,330.00 0.000 0 (F) 221 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 112.0000 178,416.00 0.000 0 (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 0.000 0 (F) 224 CONCRETE BARRIER TRANSITION LF 354.0000 20,886.00 0.000 0 (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 140,800.00 129,423.000 71,182 232 PAINT PAVEMENT MARKING (2-COAT) SQFT 1.1000 3,960.00 572.000 629 233 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 01/25/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C1104 TIME 01:08 PM ESTIMATE NO. 020 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 01/20/21 R.E. NAME: SHIEH, PETER DATE OF THIS ESTIMATE 01/25/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 238 REMOVE PAINTED TRAFFIC STRIPE LF 0.5500 86,900.00 11,425.000 6,283 239 REMOVE PAINTED PAVEMENT MARKING SQFT 1.1000 1,815.00 0.000 0 240 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 239,800.00 36,270.000 39,897 241 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.2000 15,356.00 402.000 884 242 RAMP METERING SYSTEM LS 260,000.0000 260,000.00 0.000 0 243 MODIFYING EXISTING ELECTRICAL SYSTEM LS 3,605,000.0000 3,605,000.00 0.002 7,210.00 0.122 439,810 244 2" CONDUIT (BRIDGE) LS 20,000.0000 20,000.00 0.000 0 245 WATER METER CHARGES LS 3,400.0000 3,400.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 01/25/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C1104 TIME 01:08 PM ESTIMATE NO. 020 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 01/20/21 R.E. NAME: SHIEH, PETER DATE OF THIS ESTIMATE 01/25/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 999,304.13 19,872,852.24 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 134,418.51 888,726.38 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,133,722.64 20,761,578.62 246 MOBILIZATION LS 3,603,699.0000 3,603,699.00 0.950 3,423,514 ORIGINAL CONTRACT AMOUNT 47,493,324.90 TOTAL WORK COMPLETED 1,133,722.64 24,185,092.67 MATERIALS ON HAND ON SITE -68.26 928,899.46 DEDUCTIONS 0.00 -15,048.90 TOTAL 1,133,654.38 25,098,943.23 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 01/18/22 316 79 52 0 49% 57% PROGRESS IS SATISFACTORY SHIEH, PETER RESIDENT ENGINEER PROGRAM CAS145 DATE 01/25/21