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 08/26/20 EST. NO. 028 TIME 01:03 PM R.E. NAME: LEE, PETER 07-202124 --------------------------------------------------------------------------- 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 0348 263.54 E.W. @ F.A.(+) 060920 N 1292.0 002 0069 2,431.35 E.W. @ F.A.(+) 051220 N 1314.0 0070 653.26 052920 N 1315.0 0071 2,825.11 060120 N 1316.0 0072 3,531.23 060220 N 1317.0 0073 731.10 061820 N 1318.0 0074 3,182.00 062220 N 1319.0 0075 3,931.62 070220 N 1320.0 003 0025 249.60 A.C. @ U.P.(+) 073120 N 1321.0 005 0014 2,000.00 E.W. @ U.P (+) 080420 N 1330.0 006 0004 2,447.41 E.W. @ F.A.(+) 061620 N 1294.0 009 0075 363.00 E.W. @ F.A.(+) 061020 N 1236.1 035 0017 1,750.32 E.W. @ F.A.(+) 070920 N 1295.0 040 0018 681.06 E.W. @ F.A.(+) 050220 N 1293.0 0019 418.00 060520 N 1232.1 056 0038 2,876.49 E.W. @ F.A.(+) 121319 N 1001.1 068 0007 998.25 E.W. @ F.A.(+) 061120 N 1234.1 0008 2,133.16 061220 N 1237.1 0009 2,436.09 072020 N 1309.0 0010 1,580.99 072120 N 1310.0 0011 3,573.44 072720 N 1312.0 0012 3,512.26 073020 N 1313.0 0013 2,056.28 080520 N 1322.0 069 0001 76,303.89 A.C. @ L.S.(+) 072720 N 1 0 070 0001 73,007.16 A.C. @ L.S.(+) 072720 N 1 0 071 0001 11,555.11 A.C. @ L.S.(+) 081320 N 1 0 205,491.72 TOTAL THIS ESTIMATE 4,403,903.51 TOTAL PREVIOUS ESTIMATE 4,609,395.23 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 08/26/20 EST. NO. 028 TIME 01:03 PM R.E. NAME: LEE, PETER 07-202124 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CERTS -5,000.00 007 SURVEY RESTAKING -3,550.00 007 MISSING CERTS 5,000.00 008 7.104 PERSONAL VEH -25,000.00 013 14-11.12 LEAD RESULT -25,000.00 013 14-11.12 LEAD RESULT 25,000.00 014 7.104 PERSONAL VEH 25,000.00 015 ANNUAL 2019 CEM 4401 -10,000.00 021 HMA DENSITY EWC15 -4,687.50 021 ANNUAL 2019 CEM 4401 10,000.00 022 0.00 -8,237.50 EQUAL EMPLOYMENT OPPORTUNITY FHWA 1391 -30,000.00 005 FHWA 1391 30,000.00 006 0.00 0.00 LABOR COMPLIANCE VIOLATION MISS CPR JULY-NOV 18 -9,000.00 010 MISS CPR JULY-NOV 18 9,000.00 012 MISS CPR JUL-NOV 18 -6,000.00 012 MISS CPR JUL-NOV 18 6,000.00 015 IMMERSION CPR 2018 -2,000.00 016 CPR 2018 -4,000.00 017 CPR 2018 4,000.00 018 IMMERSION CPR 2018 2,000.00 020 0.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 300 -4,332.47 003 OVERBID ITEM NO. 300 -2,166.24 004 OVERBID ITEM NO. 300 -1,732.99 007 OVERBID ITEM NO. 300 -433.25 016 0.00 -8,664.95 TOTAL DEDUCTIONS 0.00 -16,902.45 PROGRAM CAS145 PAGE 1 DATE 08/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202124 TIME 01:03 PM ESTIMATE NO. 028 BID OPENING 01/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 08/26/20 LOCATION RERUN PROGRESS ESTIMATE 07-LA-710-20.9/24.6 ----------------------- FLATIRON WEST, INC. IN LA COUNTY IN COMMERCE AND BELL 1770 LA COSTA MEADOWS DRIVE FROM SOUTH ATLANTIC BLVD TO TRIGGS SAN MARCOS CA 92078 STREET FED. AID NO. ACIM- 710-1(839)E PAVEMENT REHAB & BRIDGE WIDENING ------------------------------------------------------------------------------------------------------------------------------------ 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 1,000.0000 1,000.00 0.750 750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 7,845.0000 7,845,000.00 23.000 180,435.00 747.000 5,860,215 004 CONSTRUCTION AREA SIGNS LS 271,965.0000 271,965.00 0.750 203,973 005 TRAFFIC CONTROL SYSTEM LS 2,300,000.0000 2,300,000.00 0.023 52,900.00 0.937 2,155,100 006 TYPE II BARRICADE EA 215.0000 3,010.00 4.000 860 007 TYPE III BARRICADE EA 305.0000 25,620.00 63.000 19,215 008 CHANNELIZER (SURFACE MOUNTED) EA 65.0000 74,100.00 1,087.000 70,655 009 CHANNELIZER (SURFACE MOUNTED) EA 60.0000 1,800.00 0.000 0 (LEFT IN PLACE) 010 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,800.0000 5,400.00 1.000 1,800 011 TEMPORARY RAILING (TYPE K) LF 10.0000 719,000.00 1,000.000 10,000.00 126,652.000 1,266,520 012 TEMPORARY CRASH CUSHION MODULE EA 125.0000 80,000.00 1,157.000 144,625 013 JOB SITE MANAGEMENT LS 198,000.0000 198,000.00 0.023 4,554.00 0.887 175,626 014 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 1.000 2,500 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 41,500.00 18.000 9,000 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 25.0000 1,000.00 12.000 300 017 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 2.000 4,000 018 TEMPORARY HYDRAULIC MULCH SQYD 0.7300 10,950.00 8,900.000 6,497 (BONDED FIBER MATRIX) 019 TEMPORARY HYDROSEED SQYD 0.6000 4,560.00 0.000 0 020 TEMPORARY COVER SQYD 1.2000 3,600.00 8,204.500 9,845 021 TEMPORARY CHECK DAM LF 19.2500 1,925.00 66.000 1,270 022 TEMPORARY DRAINAGE INLET PROTECTION EA 395.0000 31,600.00 63.000 24,885 PROGRAM CAS145 PAGE 2 DATE 08/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202124 TIME 01:03 PM ESTIMATE NO. 028 BID OPENING 01/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 08/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY FIBER ROLL LF 4.0000 44,000.00 3,804.000 15,216 024 TEMPORARY GRAVEL BAG BERM LF 4.0000 25,200.00 3,238.000 12,952 025 TEMPORARY SILT FENCE LF 5.0000 5,000.00 2,962.000 14,810 026 TEMPORARY CONSTRUCTION ENTRANCE EA 8,500.0000 34,000.00 10.000 85,000 027 STREET SWEEPING LS 450,000.0000 450,000.00 0.023 10,350.00 0.937 421,650 028 TEMPORARY CONCRETE WASHOUT LS 65,000.0000 65,000.00 0.023 1,495.00 0.937 60,905 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4800 11,856.00 18,351.000 8,808 STRIPE (HAZARDOUS WASTE) 030 WORK AREA MONITORING (BRIDGE) LS 15,000.0000 15,000.00 1.000 15,000 031 TREATED WOOD WASTE LB 0.4000 54,400.00 734.000 293.60 132,011.000 52,804 032 REMOVE CONCRETE (LF) LF 4.5000 24,345.00 5,410.000 24,345 033 REMOVE CONCRETE (CY) CY 250.0000 11,500.00 53.110 13,277 034 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 035 CLEARING AND GRUBBING (LS) LS 118,000.0000 118,000.00 1.000 118,000 036 ROADWAY EXCAVATION CY 34.0000 1,465,740.00 43,664.000 1,484,576 037 ROADWAY EXCAVATION (TYPE Z-2) CY 150.0000 781,500.00 5,210.000 781,500 (AERIALLY DEPOSITED LEAD) 038 ROADWAY EXCAVATION (TYPE Y-1) CY 17.0000 12,580.00 740.000 12,580 (AERIALLY DEPOSITED LEAD) 039 STRUCTURE EXCAVATION CY 185.0000 5,550.00 30.000 5,550 (F) 040 STRUCTURE EXCAVATION (BRIDGE) CY 588.0000 1,591,716.00 2,724.000 1,601,712 (F) 041 STRUCTURE EXCAVATION (RETAINING WALL) CY 82.0000 403,112.00 4,935.000 404,670 (F) 042 STRUCTURE EXCAVATION (TYPE CM) CY 25.0000 13,675.00 547.000 13,675 (NON-HAZARDOUS WASTE) 043 STRUCTURE EXCAVATION (TYPE Z-2A) CY 165.0000 113,685.00 748.000 123,420 (CALIFORNIA HAZARDOUS WASTE) 044 STRUCTURE EXCAVATION (TYPE Y-1) CY 25.0000 79,675.00 3,187.000 79,675 (AERIALLY DEPOSITED LEAD) 045 STRUCTURE BACKFILL CY 450.0000 4,500.00 10.000 4,500 (F) 046 STRUCTURE BACKFILL (BRIDGE) CY 35.0000 113,190.00 3,234.000 113,190 (F) 047 STRUCTURE BACKFILL (RETAINING WALL) CY 42.0000 324,282.00 7,730.000 324,660 (F) 048 PERVIOUS BACKFILL MATERIAL CY 135.0000 8,235.00 61.000 8,235 (F) 049 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 3.1000 347,200.00 115,044.000 356,636 CLASS B3 PROGRAM CAS145 PAGE 3 DATE 08/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202124 TIME 01:03 PM ESTIMATE NO. 028 BID OPENING 01/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 08/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ROADSIDE CLEARING LS 41,928.0000 41,928.00 0.100 4,192.80 0.850 35,638 051 PRUNE EXISTING PLANTS LS 19,390.0000 19,390.00 0.000 0 052 ROCK BLANKET SQFT 13.4000 657,940.00 28,283.000 378,992 053 SLOW-RELEASE FERTILIZER LB 2.1300 2,832.90 0.000 0 054 PLANT (GROUP H) EA 0.5800 37,990.00 0.000 0 055 PLANT (GROUP K) EA 345.1800 1,035.54 0.000 0 056 PLANT (GROUP A) EA 16.5500 10,095.50 0.000 0 057 PLANT (GROUP B) EA 26.2900 20,243.30 0.000 0 058 PLANT (GROUP U) EA 142.1300 13,075.96 0.000 0 059 MAINTAIN EXISTING PLANTED AREAS LS 36,649.7500 36,649.75 0.250 9,162.44 0.450 16,492 060 PLANT ESTABLISHMENT WORK LS 77,461.9300 77,461.93 0.000 0 061 WOOD MULCH CY 38.5800 207,560.40 0.000 0 062 CHECK AND TEST EXISTING IRRIGATION LS 7,329.9500 7,329.95 1.000 7,329 FACILITIES 063 OPERATE EXISTING IRRIGATION FACILITIES LS 39,593.9100 39,593.91 0.250 9,898.48 0.450 17,817 064 CONTROL AND NEUTRAL CONDUCTORS LS 23,857.8700 23,857.87 0.300 7,157.36 0.800 19,086 065 3/4" REMOTE CONTROL VALVE EA 345.1800 2,071.08 0.000 0 066 1" REMOTE CONTROL VALVE EA 395.9400 3,563.46 4.000 1,583 067 1 1/2" REMOTE CONTROL VALVE EA 558.3800 3,350.28 4.000 2,233 068 2" REMOTE CONTROL VALVE EA 598.9800 10,182.66 17.000 10,182 069 16-18 STATION IRRIGATION CONTROLLER EA 10,253.8100 51,269.05 0.000 0 (WALL MOUNTED) 070 TEMPORARY IRRIGATION SYSTEM LS 69,644.6700 69,644.67 0.000 0 071 1" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 16.5500 3,641.00 0.000 0 (F) 072 2" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 21.4200 10,817.10 0.000 0 (F) 073 IRRIGATION CONTROLLER ENCLOSURE EA 1,989.8500 9,949.25 0.000 0 CABINET 074 2" BACKFLOW PREVENTER ASSEMBLY EA 6,203.0500 12,406.10 0.000 0 075 FLOW SENSOR EA 842.6400 3,370.56 0.000 0 076 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 76.9500 16,929.00 209.000 16,082 PROGRAM CAS145 PAGE 4 DATE 08/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202124 TIME 01:03 PM ESTIMATE NO. 028 BID OPENING 01/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 08/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 RISER SPRINKLER ASSEMBLY EA 36.3500 43,256.50 562.000 20,428 078 CAM COUPLER ASSEMBLY EA 680.2000 680.20 0.000 0 079 2" GATE VALVE EA 588.8300 2,944.15 4.000 2,355 080 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.1100 61,502.04 2,640.000 10,850.40 10,782.000 44,314 (F) LINE) 081 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.2600 32,005.38 1,620.000 6,901.20 6,564.000 27,962 (F) LINE) 082 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 4.4200 16,186.04 360.000 1,591.20 3,337.000 14,749 (F) (SUPPLY LINE) 083 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 4.5200 10,531.60 2,227.000 10,066 (F) (SUPPLY LINE) 084 2" PLASTIC PIPE (SCHEDULE 40) LF 4.9200 51,615.72 2,400.000 11,808.00 8,517.000 41,903 (F) (SUPPLY LINE) 085 BALL VALVE EA 416.2400 6,659.84 2.000 832.48 10.000 4,162 086 8" WELDED STEEL PIPE CONDUIT LF 284.2600 93,805.80 180.000 51,166 087 HYDROMULCH SQFT 0.0300 2,055.00 0.000 0 088 HYDROSEED SQFT 0.0300 2,055.00 0.000 0 089 COMPOST (CY) CY 111.6800 1,340.16 0.000 0 090 INCORPORATE MATERIALS SQFT 0.9600 3,734.40 0.000 0 091 CLASS 3 AGGREGATE BASE (CY) CY 38.0000 1,064,000.00 29,165.000 1,108,270 092 LEAN CONCRETE BASE CY 125.0000 201,250.00 1,602.000 200,250 093 LEAN CONCRETE BASE RAPID SETTING CY 154.0000 2,063,600.00 13,201.000 2,032,954 094 BASE BOND BREAKER (GEOSYNTHETIC) SQYD 2.4000 259,200.00 108,413.000 260,191 095 HOT MIX ASPHALT (TYPE A) TON 100.0000 237,000.00 2,809.210 280,921 096 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 115.0000 120,750.00 1,248.890 143,622 097 HOT MIX ASPHALT (BRIDGE) TON 250.0000 6,750.00 27.000 6,750 098 ASPHALT BINDER TON 1,500.0000 1,500.00 0.000 0 (GEOSYNTHETIC PAVEMENT INTERLAYER) 099 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.7500 2,152.50 710.000 1,242 (PAVING MAT) 100 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.9500 2,409.50 242.000 955 101 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 3.9500 2,449.00 737.000 2,911 102 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.9500 948.00 240.000 948 103 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.9500 12,126.50 1,954.000 7,718 PROGRAM CAS145 PAGE 5 DATE 08/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202124 TIME 01:03 PM ESTIMATE NO. 028 BID OPENING 01/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 08/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 PLACE HOT MIX ASPHALT SQYD 50.0000 1,250.00 25.000 1,250 (MISCELLANEOUS AREA) 105 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.0000 18,600.00 2,394.890 2,394 106 CONTINUOUSLY REINFORCED CONCRETE CY 340.0000 578,000.00 1,296.000 440,640 PAVEMENT (RSC) 107 CONTINUOUSLY REINFORCED CONCRETE LF 22.0000 2,420.00 0.000 0 PAVEMENT (TERMINAL JOINT, TYPE D) 108 CONTINUOUSLY REINFORCED CONCRETE LF 1,340.0000 147,400.00 0.000 0 PAVEMENT (WIDE FLANGE BEAM TERMINAL) 109 CONTINUOUSLY REINFORCED CONCRETE LF 405.0000 44,550.00 0.000 0 PAVEMENT (EXPANSION JOINT, TYPE WF) 110 JOINTED PLAIN CONCRETE PAVEMENT CY 276.0000 703,800.00 72.000 19,872.00 2,367.000 653,292 111 JOINTED PLAIN CONCRETE PAVEMENT CY 250.0000 8,725,000.00 37,426.000 9,356,500 (RSC) 112 DRILL AND BOND (DOWEL BAR) EA 20.3500 10,378.50 1,206.000 24,542 113 DRILL AND BOND (TIE BAR) EA 16.0000 49,920.00 3,120.000 49,920 114 JOINT SEAL (PREFORMED COMPRESSION) LF 2.8900 283,509.00 0.000 0 115 ISOLATION JOINT SEAL (PREFORMED LF 13.5400 398,076.00 28,088.000 380,311 COMPRESSION) 116 REMOVE CONCRETE PAVEMENT AND BASE CY 35.0000 1,288,350.00 45,072.000 1,577,520 117 FURNISH STEEL PILING (HP 14 X 89) LF 50.0000 49,600.00 992.000 49,600 118 DRIVE STEEL PILE (HP 14 X 89) EA 1,625.0000 39,000.00 24.000 39,000 119 96" PERMANENT STEEL CASING LF 1,140.0000 91,200.00 80.000 91,200 120 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 86.0000 1,197,292.00 13,922.000 1,197,292 121 87" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,830.0000 499,590.00 273.000 499,590 122 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 123 FURNISH PILING (CLASS 90) LF 35.0000 738,745.00 21,450.000 750,750 (ALTERNATIVE W) 124 DRIVE PILE (CLASS 90) EA 772.0000 447,760.00 572.000 441,584 (ALTERNATIVE W) 125 FURNISH PILING (CLASS 140) LF 45.0000 684,720.00 15,586.000 701,370 (ALTERNATIVE W) 126 DRIVE PILE (CLASS 140) EA 1,300.0000 462,800.00 364.000 473,200 (ALTERNATIVE W) 127 60" CAST-IN-DRILLED-HOLE CONCRETE LF 760.0000 121,600.00 119.000 90,440 PILE (SIGN FOUNDATION) 128 STRUCTURAL CONCRETE CY 1,500.0000 15,000.00 10.000 15,000 (F) 129 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 279,600.00 932.000 279,600 (F) 130 STRUCTURAL CONCRETE, BRIDGE CY 1,000.0000 2,780,000.00 2,789.000 2,789,000 (F) PROGRAM CAS145 PAGE 6 DATE 08/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202124 TIME 01:03 PM ESTIMATE NO. 028 BID OPENING 01/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 08/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 STRUCTURAL CONCRETE, BRIDGE CY 960.0000 1,944,960.00 2,026.000 1,944,960 (F) (POLYMER FIBER) 132 STRUCTURAL CONCRETE, RETAINING WALL CY 600.0000 1,836,000.00 3,066.000 1,839,600 (F) 133 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 134 AGGREGATE BASE (APPROACH SLAB) CY 350.0000 93,800.00 359.430 125,800 135 STRUCTURAL CONCRETE, APPROACH SLAB CY 965.0000 415,915.00 431.000 415,915 (F) (TYPE N) 136 STRUCTURAL CONCRETE, APPROACH SLAB CY 930.0000 2,491,470.00 2,967.280 2,759,570 (TYPE R) 137 STRUCTURAL CONCRETE, BOX CULVERT CY 1,950.0000 17,550.00 9.000 17,550 (F) 138 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,765.0000 340,645.00 -1.260 -2,223.90 209.430 369,643 (F) 139 MINOR CONCRETE (MINOR STRUCTURE) CY 5,400.0000 59,400.00 11.000 59,400 (F) 140 MINOR CONCRETE (BACKFILL) CY 260.0000 18,720.00 72.000 18,720 (F) 141 PAVING NOTCH EXTENSION CF 125.0000 85,500.00 5.000 625.00 855.000 106,875 142 ARCHITECTURAL TREATMENT GUNITE FINISH SQFT 7.1500 14,800.50 2,070.000 14,800 (F) 143 FRACTURED RIB TEXTURE SQFT 7.8800 192,744.80 24,460.000 192,744 (F) 144 DRILL AND BOND DOWEL LF 30.0000 133,590.00 4,453.000 133,590 145 DRILL AND BOND DOWEL LF 40.0000 3,000.00 75.000 3,000 (CHEMICAL ADHESIVE)(LF) 146 CLEAN EXPANSION JOINT LF 12.0000 44,400.00 60.000 720.00 3,544.000 42,528 147 FURNISH PRECAST PRESTRESSED EA 11,645.0000 116,450.00 10.000 116,450 RECTANGULAR GIRDER (50'-60') 148 FURNISH PRECAST PRESTRESSED U GIRDER EA 20,225.0000 40,450.00 2.000 40,450 (50'-60') 149 FURNISH PRECAST PRESTRESSED CONCRETE EA 33,710.0000 101,130.00 3.000 101,130 BULB-TEE GIRDER (80'-90') 150 FURNISH PRECAST PRESTRESSED CONCRETE EA 33,710.0000 303,390.00 9.000 303,390 BULB-TEE GIRDER (90'-100') 151 FURNISH PRECAST PRESTRESSED CONCRETE EA 33,710.0000 876,460.00 26.000 876,460 BULB-TEE GIRDER (100'-110') 152 FURNISH PRECAST PRESTRESSED CONCRETE EA 33,710.0000 438,230.00 13.000 438,230 BULB-TEE GIRDER (110'-120') 153 FURNISH PRECAST PRESTRESSED CONCRETE EA 33,710.0000 134,840.00 4.000 134,840 BULB-TEE GIRDER (120'-130') 154 FURNISH PRECAST PRESTRESSED CONCRETE EA 33,710.0000 404,520.00 12.000 404,520 BULB-TEE GIRDER (40'-50') 155 FURNISH PRECAST PRESTRESSED CONCRETE EA 33,710.0000 202,260.00 6.000 202,260 BULB-TEE GIRDER (60'-70') 156 FURNISH PRECAST PRESTRESSED CONCRETE EA 33,710.0000 202,260.00 6.000 202,260 BULB-TEE GIRDER (70'-80') 157 ERECT PRECAST PRESTRESSED CONCRETE EA 6,650.0000 605,150.00 91.000 605,150 GIRDER PROGRAM CAS145 PAGE 7 DATE 08/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202124 TIME 01:03 PM ESTIMATE NO. 028 BID OPENING 01/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 08/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 JOINT SEAL (MR 1/2") LF 25.0000 37,850.00 60.000 1,500.00 60.000 1,500 159 JOINT SEAL (MR 1") LF 30.0000 135,540.00 60.000 1,800.00 3,544.000 106,320 160 JOINT SEAL (TYPE AL) LF 35.0000 1,365.00 0.000 0 161 BAR REINFORCING STEEL LB 1.1500 4,588.50 3,990.000 4,588 (F) 162 BAR REINFORCING STEEL (BRIDGE) LB 0.9800 1,476,294.54 1,507,895.000 1,477,737 (F) 163 BAR REINFORCING STEEL (RETAINING WALL) LB 0.9100 483,008.89 532,644.000 484,706 (F) 164 BAR REINFORCING STEEL (BOX CULVERT) LB 1.4500 1,912.55 1,319.000 1,912 (F) 165 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3200 6,380.88 4,834.000 6,380 (F) (BRIDGE) 166 STRUCTURAL STEEL (PIPE PIN) LB 3.7000 144,555.30 39,069.000 144,555 (F) 167 FURNISH SIGN STRUCTURE (TRUSS) LB 3.2200 376,340.72 116,876.000 376,340 (F) 168 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3500 40,906.60 116,876.000 40,906 (F) 169 REMOVE SIGN STRUCTURE WALKWAY (EA) EA 2,515.0000 5,030.00 1.500 3,772.50 1.500 3,772 170 REMOVE SIGN STRUCTURE (EA) EA 4,025.0000 28,175.00 1.000 4,025.00 8.000 32,200 171 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 250.0000 1,250.00 0.000 0 172 PUBLIC SAFETY PLAN LS 15,000.0000 15,000.00 1.000 15,000 173 RAPID SETTING CONCRETE (PATCH) CF 38.0000 144,324.00 3,450.000 131,100 174 REMOVE ASPHALT CONCRETE SURFACING SQFT 0.1000 13,588.40 135,884.000 13,588 175 REMOVE CONCRETE DECK SURFACE SQFT 0.1000 30,434.20 304,342.000 30,434 176 REMOVE UNSOUND CONCRETE CF 112.0000 425,376.00 3,450.000 386,400 177 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.5000 152,171.00 304,342.000 152,171 178 FURNISH POLYESTER CONCRETE OVERLAY CF 85.0000 4,075,580.00 63.970 5,437.45 49,173.000 4,179,705 179 PLACE POLYESTER CONCRETE OVERLAY SQFT 3.5000 1,065,197.00 304,342.000 1,065,197 (F) 180 CORE CONCRETE (18") LF 250.0000 500.00 2.000 500 181 BRIDGE REMOVAL (PORTION), LOCATION A LS 464,540.0000 464,540.00 1.000 464,540 182 BRIDGE REMOVAL (PORTION), LOCATION B LS 162,515.0000 162,515.00 1.000 162,515 183 BRIDGE REMOVAL (PORTION), LOCATION C LS 144,280.0000 144,280.00 1.000 144,280 184 BRIDGE REMOVAL (PORTION), LOCATION D LS 50,135.0000 50,135.00 1.000 50,135 PROGRAM CAS145 PAGE 8 DATE 08/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202124 TIME 01:03 PM ESTIMATE NO. 028 BID OPENING 01/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 08/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 BRIDGE REMOVAL (PORTION), LOCATION E LS 139,540.0000 139,540.00 1.000 139,540 186 BRIDGE REMOVAL (PORTION), LOCATION F LS 38,675.0000 38,675.00 0.000 0 187 BRIDGE REMOVAL (PORTION), LOCATION H LS 24,185.0000 24,185.00 0.000 0 188 18" ALTERNATIVE SLOTTED PIPE LF 145.0000 66,700.00 460.000 66,700 189 15" PLASTIC PIPE LF 275.0000 1,925.00 7.000 1,925 190 24" REINFORCED CONCRETE PIPE LF 178.0000 560,700.00 -22.600 -4,022.80 3,139.400 558,813 191 4" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 57.0000 65,550.00 1,150.000 65,550 192 36" PRECAST CONCRETE PIPE MANHOLE LF 1,560.0000 15,600.00 18.500 28,860 193 ABANDON CULVERT (LF) LF 25.0000 3,000.00 120.000 3,000 194 REMOVE PIPE (LF) LF 20.0000 42,600.00 2,139.200 42,784 195 REMOVE INLET EA 320.0000 14,080.00 46.000 14,720 196 REMOVE HEADWALL EA 2,100.0000 4,200.00 2.000 4,200 197 MODIFY INLET EA 3,800.0000 41,800.00 10.000 38,000 198 CAP INLET EA 3,000.0000 3,000.00 1.000 3,000 199 SAND BACKFILL CY 730.0000 9,490.00 13.000 9,490 200 REMOVE SLOPE PAVING (SQYD) SQYD 10.0000 6,200.00 0.000 0 201 CONCRETE (DITCH LINING) CY 2,200.0000 81,400.00 43.600 95,920 202 MINOR CONCRETE (CURB) (CY) CY 622.7300 62,273.00 124.250 77,374 203 MINOR CONCRETE (MISCELLANEOUS CY 700.0000 2,800.00 0.000 0 CONSTRUCTION) 204 MINOR CONCRETE (STAMPED CONCRETE) SQFT 10.0000 247,000.00 20,929.000 209,290 205 MINOR CONCRETE (SIDEWALK) CY 545.0000 38,150.00 50.430 27,484 206 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 207 MISCELLANEOUS IRON AND STEEL LB 1.9300 73,834.08 39,345.000 75,935 (F) 208 MISCELLANEOUS METAL LB 5.0900 3,155.80 620.000 3,155 (F) 209 MISCELLANEOUS METAL (BRIDGE) LB 3.8300 115,309.81 30,107.000 115,309 (F) 210 BRIDGE DECK DRAINAGE SYSTEM LB 4.7700 518,227.11 108,643.000 518,227 (F) 211 MISCELLANEOUS METAL (INCLINED SCREEN) LB 8.3700 2,427.30 290.000 2,427 (F) PROGRAM CAS145 PAGE 9 DATE 08/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202124 TIME 01:03 PM ESTIMATE NO. 028 BID OPENING 01/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 08/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 PREPARE AND STAIN CONCRETE SQFT 2.5000 77,250.00 0.000 0 213 CHAIN LINK FENCE (TYPE CL-6) LF 38.0000 41,800.00 162.000 6,156 214 6' CHAIN LINK GATE (TYPE CL-6) EA 910.0000 8,190.00 0.000 0 215 REMOVE CHAIN LINK FENCE LF 10.1000 9,292.00 810.000 8,181 216 REMOVE PAVEMENT MARKER EA 1.2800 38,656.00 130.000 166.40 14,649.000 18,750 217 REMOVE CHANNELIZER EA 25.0000 950.00 0.000 0 218 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 219 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5700 48,195.00 372.000 1,328.04 20,633.000 73,659 220 MILEPOST MARKER EA 97.4400 1,656.48 0.000 0 221 REMOVE ROADSIDE SIGN EA 128.2100 15,385.20 8.000 1,025.68 72.000 9,231 222 REMOVE ROADSIDE SIGN PANEL EA 158.9800 953.88 5.000 794 223 RELOCATE ROADSIDE SIGN EA 189.7400 189.74 0.000 0 224 FURNISH FORMED PANEL SIGN (OVERHEAD) FOR SQFT 17.1800 40,544.80 2,360.000 40,544 RETROREFLECTIVE SHEETING (TYPE XI) 225 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 22.3100 13,609.10 0.000 0 FOR RETROREFLECTIVE SHEETING (TYPE XI) 226 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 24.8700 8,455.80 340.000 8,455 227 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 23.3300 3,966.10 170.000 3,966 FOR RETROREFLECTIVE SHEETING (TYPE XI) 228 FURNISH LAMINATED PANEL SIGN SQFT 25.9000 2,849.00 110.000 2,849 (2 1/2"-TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI) 229 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.7400 2,240.20 230.000 2,240 (0.063"-UNFRAMED) 230 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.1800 4,451.60 620.000 4,451 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 231 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.2600 954.18 93.000 954 (0.080"-UNFRAMED) 232 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.6900 4,767.80 620.000 4,767 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 233 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.6200 190.06 13.000 190 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 234 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.1300 6,505.90 372.000 5,628 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 235 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.1000 20,172.00 4,265.000 17,486 PROGRAM CAS145 PAGE 10 DATE 08/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202124 TIME 01:03 PM ESTIMATE NO. 028 BID OPENING 01/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 08/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 236 METAL (ROADSIDE SIGN) LB 5.1300 5,591.70 1,025.400 5,260 237 METAL (BARRIER MOUNTED SIGN) LB 15.3800 10,981.32 0.000 0 238 ROADSIDE SIGN - ONE POST EA 302.5600 21,784.32 8.000 2,420.48 41.000 12,404 239 ROADSIDE SIGN - TWO POST EA 1,220.5100 15,866.63 0.000 0 240 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 117.9500 3,538.50 1.000 117.95 22.000 2,594 METHOD) 241 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 11.0000 16,720.00 689.440 7,583.84 689.440 7,583 242 INSTALL BRIDGE MOUNTED SIGN PANEL EA 350.0000 2,100.00 0.000 0 (VERTICAL CLEARANCE) 243 INSTALL ROADSIDE SIGN SOUNDWALL EA 200.0000 600.00 1.000 200 BARRIER MOUNTED 244 INSTALL ROADSIDE SIGN EA 1,846.1500 5,538.45 0.000 0 (LAMINATED WOOD BOX POST) 245 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 28.0000 94,640.00 2,662.500 74,550 246 VEGETATION CONTROL (MINOR CONCRETE) SQYD 63.0000 94,500.00 1,610.000 101,430 247 CHAIN LINK RAILING (TYPE 7) LF 137.0000 10,275.00 75.000 10,275 (F) 248 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 107.0000 248,347.00 2,321.000 248,347 (F) 249 CABLE RAILING LF 112.0000 6,608.00 47.000 5,264 (F) 250 TRANSITION RAILING (TYPE WB-31) EA 3,870.0000 61,920.00 17.000 65,790 251 END ANCHOR ASSEMBLY (TYPE SFT) EA 780.0000 6,240.00 10.000 7,800 252 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 253 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,680.0000 10,720.00 0.000 0 254 CONCRETE BARRIER (TYPE 60SA MODIFIED) LF 222.0000 36,408.00 0.000 0 255 CONCRETE BARRIER (TYPE 60GC) LF 210.0000 170,100.00 0.000 0 256 CONCRETE BARRIER (TYPE 60SA) LF 215.0000 40,850.00 0.000 0 257 CONCRETE BARRIER (TYPE 60GA MODIFIED) LF 185.0000 515,780.00 0.000 0 258 CONCRETE BARRIER (TYPE 732A MODIFIED) LF 112.0000 161,280.00 1,440.000 161,280 (F) 259 CONCRETE BARRIER (TYPE 736B MODIFIED1) LF 280.0000 8,960.00 56.000 15,680 (F) 260 CONCRETE BARRIER (TYPE 736) LF 110.0000 36,630.00 333.000 36,630 (F) 261 CONCRETE BARRIER (TYPE 736A) LF 125.0000 83,500.00 668.000 83,500 (F) 262 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 110.0000 293,150.00 2,665.000 293,150 (F) PROGRAM CAS145 PAGE 11 DATE 08/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202124 TIME 01:03 PM ESTIMATE NO. 028 BID OPENING 01/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 08/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 263 CONCRETE BARRIER (TYPE 732B MODIFIED) LF 600.0000 6,000.00 200.000 120,000 264 CONCRETE BARRIER (TYPE 736B MODIFIED) LF 405.0000 36,450.00 90.000 36,450 (F) 265 CONCRETE BARRIER (TYPE 60GCR) LF 563.0000 359,757.00 0.000 0 (F) 266 CONCRETE BARRIER (TYPE 60GR) LF 635.0000 34,925.00 0.000 0 (F) 267 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 200.0000 18,800.00 0.000 0 268 CONCRETE BARRIER (TYPE 60W MODIFIED) LF 275.0000 445,225.00 0.000 0 269 REMOVE GUARDRAIL LF 7.0000 42,210.00 6,163.000 43,141 270 REMOVE CONCRETE BARRIER LF 73.0000 7,300.00 124.000 9,052 271 REMOVE CONCRETE BARRIER (TYPE K) LF 7.0000 1,120.00 0.000 0 272 REMOVE CONCRETE BARRIER (TYPE 50) LF 20.0000 61,000.00 3,065.000 61,300 273 REMOVE CRASH CUSHION (SAND FILLED) EA 55.0000 1,925.00 35.000 1,925 274 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 275 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 13,600.00 0.000 0 276 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 8,400.00 0.000 0 (BROKEN 12-3) 277 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 30,180.00 0.000 0 278 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 279 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 280 PAINT TRAFFIC STRIPE (1-COAT) LF 0.2000 19,900.00 17,157.000 3,431.40 455,720.000 91,144 281 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2200 128,920.00 733,535.000 161,377 282 PAINT PAVEMENT MARKING (1-COAT) SQFT 4.0000 35,200.00 23.000 92.00 4,590.000 18,360 283 REMOVE PAINTED TRAFFIC STRIPE LF 0.2000 53,000.00 2,757.000 551.40 388,381.000 77,676 284 REMOVE PAINTED PAVEMENT MARKING SQFT 1.6000 7,536.00 2,583.000 4,132 285 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 11,680.00 20,414.000 8,165 286 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 3,160.00 0.000 0 287 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 7,575.0000 7,575.00 0.500 3,787 SYSTEM ELEMENTS DURING CONSTRUCTION 288 COMMUNICATION SYSTEM LS 1,012,121.2100 1,012,121.21 0.010 10,121.21 0.765 774,272 289 CLOSED CIRCUIT TELEVISION CAMERA SYSTEM LS 96,200.0000 96,200.00 0.400 38,480.00 0.559 53,775 PROGRAM CAS145 PAGE 12 DATE 08/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202124 TIME 01:03 PM ESTIMATE NO. 028 BID OPENING 01/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 08/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 290 CHANGEABLE MESSAGE SIGN SYSTEM LS 53,840.0000 53,840.00 0.260 13,998.40 0.480 25,843 291 TEMPORARY LIGHTING SYSTEM LS 78,900.0000 78,900.00 0.946 74,639 292 MODIFYING EXISTING ELECTRICAL SYSTEM LS 1,156,889.9000 1,156,889.90 0.020 23,137.80 0.951 1,100,202 293 REMOVING EXISTING ELECTRICAL SYSTEM LS 7,575.0000 7,575.00 0.000 0 294 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 295 96" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 2,170.0000 173,600.00 80.000 173,600 296 SOFT STOP TERMINAL SYSTEM EA 4,250.0000 29,750.00 8.000 34,000 297 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6100 50,440.90 0.000 0 298 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6100 61,201.30 0.000 0 (BROKEN 36-12) 299 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6100 3,501.40 0.000 0 (BROKEN 17-7) PROGRAM CAS145 PAGE 13 DATE 08/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202124 TIME 01:03 PM ESTIMATE NO. 028 BID OPENING 01/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 08/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 456,381.81 68,054,188.56 ADJUSTMENT OF COMPENSATION 161,115.76 2,443,003.13 EXTRA WORK 44,375.96 2,166,392.10 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 661,873.53 72,663,583.79 300 MOBILIZATION LS 8,040,000.0000 8,040,000.00 1.000 8,040,000 ORIGINAL CONTRACT AMOUNT 80,313,350.50 TOTAL WORK COMPLETED 661,873.53 80,703,583.79 MATERIALS ON HAND ON SITE -871.07 0.00 DEDUCTIONS 0.00 -16,902.45 TOTAL 661,002.46 80,686,681.34 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 300 MOBILIZATION 8,031,335.05 8,040,000.00 8,664.95 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 03/09/18 1000 05/10/18 05/10/18 03/20/22 548 21 0 0 93% 55% PROGRESS IS SATISFACTORY LEE, PETER RESIDENT ENGINEER PROGRAM CAS145 DATE 08/26/20