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 03/21/23 EST. NO. 008 TIME 01:51 PM R.E. NAME: WU, ADRIAN 12-0J34U4 --------------------------------------------------------------------------- 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 0023 8,788.13 E.W. @ F.A.(+) 081522 N 952560 0024 837.19 091522 N 952580 0040 2,065.37 012323 N 0088.0 0041 869.56 013123 N 0090.0 0042 869.56 020123 N 0091.0 0043 863.76 012723 N 0092.0 0044 981.04 012323 N 0094.0 0045 981.04 012423 N 0095.0 0046 981.04 012523 N 0096.0 0047 981.04 012623 N 0097.0 0048 869.56 012723 N 0098.0 0049 965.88 012023 N 0100.0 0050 593.00 011723 N 0101.0 0051 1,105.75 011823 N 0103.0 0052 981.04 011923 N 0104.0 0053 965.88 021423 N 0106.0 0054 1,064.62 021323 N 0107.0 0055 434.78 020623 N 0108.0 0056 869.56 020223 N 0109.0 0057 869.56 020323 N 0110.0 0058 834.03 012023 N 0111.0 0059 603.69 020223 N 0112.0 0060 241.47 021723 N 0117.0 0062 857.58 021623 N 952660 005 0017 1,218.44 E.W. @ F.A.(+) 013023 N 0089.0 0018 593.00 011623 N 0102.0 0019 441.95 011923 N 0115.0 0020 772.42 020223 N 0116.0 0021 957.71 022223 N 0118.0 0022 306.58 022123 N 0119.0 016 0002 839.93 E.W. @ F.A.(+) 121422 N 0078.0 0003 1,181.50 100722 N 0079.0 0004 1,975.68 111622 N 0083.0 0005 1,341.89 111722 N 0084.0 0006 4,231.06 112122 N 0085.0 0007 1,074.79 112222 N 0087.0 0008 908.68 010623 N 0120.0 0009 1,811.40 121522 N 0121.0 0010 1,002.78 011823 N 0122.0 0011 1,652.11 013023 N 0123.0 0012 3,327.27 020223 N 0124.0 0013 5,140.55 020323 N 0125.0 0014 849.67 020623 N 0126.0 0015 550.70 020323 N 0127.0 0016 675.47 020623 N 0128.0 0017 4,309.70 020723 N 0129.0 0018 3,381.18 020923 N 0130.0 0019 2,683.84 021023 N 0131.0 0020 6,766.84 020923 N 0132.0 022 0008 3,679.62 E.W. @ F.A.(+) 101722 N 950670 0009 5,463.95 101922 N 950700 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 03/21/23 EST. NO. 008 TIME 01:51 PM R.E. NAME: WU, ADRIAN 12-0J34U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0010 7,238.31 102022 N 950710 0011 5,117.77 112122 N 950440 0012 3,922.89 112222 N 950860 024 0002 965.89 E.W. @ F.A.(+) 021523 N 0113.0 0003 1,169.07 122122 N 959140 025 0003 6,374.25 E.W. @ F.A.(+) 012023 N 0093.0 0004 458.44 011823 N 0099.0 0005 248.13 011823 N 0105.0 112,107.59 TOTAL THIS ESTIMATE 878,577.64 TOTAL PREVIOUS ESTIMATE 990,685.23 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 03/21/23 EST. NO. 008 TIME 01:51 PM R.E. NAME: WU, ADRIAN 12-0J34U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 03/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 01:51 PM ESTIMATE NO. 008 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 03/21/23 LOCATION PROGRESS ESTIMATE 12-ORA-5-29.6/29.6 ----------------- 12-ORA-55-R6.4/10.3 SECURITY PAVING COMPANY, INC. IN ORANGE COUNTY IN IRVINE, SANTA 3075 TOWNSGATE ROAD; ANA, AND TUSTIN ON RTE 5 AT NEWPORT WESTLAKE VILLAGE CA 91361 AVE UNDERCROSSING AND ON RTE 55 FROM 0.4 MI NORTH OF RTE 55/405 SEP TO 0.1 MI SOUTH OF RTE 5/55 SEP FED. AID NO. ACNH-X059(84)E CONSTRUCT NORTHBOUND AUXILIARY LANE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 7,500.0000 7,500.00 1.000 7,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.250 5,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 9,600.0000 8,448,000.00 11.000 105,600.00 108.000 1,036,800 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 120,000.00 2.000 12,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 16,000.00 6.000 1,200.00 6.000 1,200 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 SAFETY QUALITY CONTROL MANAGER LS 742,000.0000 742,000.00 0.013 9,646.00 0.123 91,266 007 CONSTRUCTION AREA SIGNS LS 610,800.0000 610,800.00 0.011 6,718.80 0.344 210,115 008 TRAFFIC CONTROL SYSTEM LS 2,268,000.0000 2,268,000.00 0.013 29,484.00 0.123 278,964 009 TRAFFIC CONTROL SUPERVISOR DAY 1,165.0000 256,300.00 11.000 12,815.00 84.000 97,860 010 FLASHING ARROW SIGN EA 2,200.0000 24,200.00 4.000 8,800 011 TYPE II BARRICADE EA 75.0000 16,500.00 0.000 0 012 TYPE III BARRICADE EA 125.0000 13,750.00 0.000 0 013 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 78,750.00 353.000 15,885 014 PORTABLE RADAR SPEED FEEDBACK SIGN EA 40.0000 130,000.00 11.000 440.00 78.000 3,120 SYSTEM DAY 015 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 13,250.0000 13,250.00 0.000 0 016 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 5,000.0000 325,000.00 1.000 5,000 017 TEMPORARY RAILING (TYPE K) LF 14.7000 2,366,700.00 26,077.000 383,331 018 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,200.0000 124,800.00 12.000 38,400 019 TEMPORARY CRASH CUSHION MODULE EA 210.0000 291,900.00 161.000 33,810 020 TEMPORARY TRAFFIC SCREEN LF 5.1000 627,300.00 13,679.000 69,762 021 TEMPORARY RADAR SPEED FEEDBACK EA 4,500.0000 9,000.00 2.000 9,000 SIGN SYSTEM 022 JOB SITE MANAGEMENT LS 146,500.0000 146,500.00 0.013 1,904.50 0.123 18,019 PROGRAM CAS145 PAGE 2 DATE 03/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 01:51 PM ESTIMATE NO. 008 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 03/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 0.500 2,500 PLAN 024 RAIN EVENT ACTION PLAN EA 500.0000 32,500.00 3.000 1,500.00 12.000 6,000 025 STORM WATER SAMPLING AND ANALYSIS DAY EA 525.0000 10,500.00 1.000 525.00 4.000 2,100 026 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 0.000 0 027 TEMPORARY COVER SQYD 5.0000 30,000.00 0.000 0 028 TEMPORARY CHECK DAM LF 8.0000 32,640.00 45.000 360.00 1,422.000 11,376 029 TEMPORARY DRAINAGE INLET PROTECTION EA 275.0000 112,750.00 1.000 275.00 101.000 27,775 030 TEMPORARY FIBER ROLL LF 4.0000 250,000.00 300.000 1,200.00 12,040.000 48,160 031 TEMPORARY SILT FENCE LF 4.3000 62,780.00 2,358.000 10,139.40 10,987.000 47,244 032 TEMPORARY CONSTRUCTION ENTRANCE EA 4,200.0000 37,800.00 2.000 8,400 033 STREET SWEEPING LS 138,000.0000 138,000.00 0.111 15,318 034 TEMPORARY CONCRETE WASHOUT LS 131,000.0000 131,000.00 0.111 14,541 035 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 450.0000 4,500.00 0.000 0 036 WATER QUALITY MONITORING REPORT EA 500.0000 2,000.00 0.000 0 037 TEMPORARY CHANNEL DIVERSION SYSTEMS LS 434,000.0000 434,000.00 0.000 0 038 HEALTH AND SAFETY PLAN LS 7,500.0000 7,500.00 1.000 7,500 039 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 3.2000 6,752.00 0.000 0 STRIPE (HAZARDOUS WASTE) 040 TREATED WOOD WASTE LB 0.7500 158,250.00 71,720.000 53,790 041 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 042 VIBRATION MONITORING LS 143,000.0000 143,000.00 0.000 0 043 PHOTO AND VIDEO SURVEY OF EXISTING LS 107,000.0000 107,000.00 0.290 31,030 NON-HIGHWAY FACILITIES 044 BUILDING SURVEY AND MONITORING LS 60,000.0000 60,000.00 0.000 0 045 REMOVE CONCRETE (STRUCTURE) CY 285.0000 31,350.00 0.000 0 046 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 1.4000 166,600.00 6,676.000 9,346 047 CLEARING AND GRUBBING (LS) LS 778,000.0000 778,000.00 0.800 622,400 048 DUST PALLIATIVE LS 100,000.0000 100,000.00 0.000 0 049 ROADWAY EXCAVATION CY 25.8000 8,875,200.00 3,687.103 95,127.26 5,351.303 138,063 PROGRAM CAS145 PAGE 3 DATE 03/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 01:51 PM ESTIMATE NO. 008 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 03/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE EXCAVATION (BRIDGE) CY 174.0000 785,958.00 85.000 14,790 (F) 051 STRUCTURE EXCAVATION (LANE CHANNEL) CY 71.0000 1,565,905.00 0.000 0 (F) 052 STRUCTURE EXCAVATION (CULVERT) CY 37.2000 861,849.60 0.000 0 (F) 053 STRUCTURE EXCAVATION (RETAINING WALL) CY 49.5000 2,303,482.50 330.000 16,335.00 13,827.000 684,436 (F) 054 STRUCTURE EXCAVATION (SOUND WALL) CY 400.0000 4,800.00 0.000 0 (F) 055 STRUCTURE EXCAVATION (GROUND ANCHOR CY 110.0000 11,000.00 0.000 0 (F) WALL) 056 SAND BEDDING CY 97.0000 230,957.00 0.000 0 057 STRUCTURE BACKFILL (BRIDGE) CY 86.0000 445,824.00 0.000 0 (F) 058 STRUCTURE BACKFILL (CULVERT) CY 59.7000 707,922.60 0.000 0 (F) 059 STRUCTURE BACKFILL (SLURRY CEMENT) CY 190.0000 559,360.00 140.000 26,600.00 347.500 66,025 (F) 060 STRUCTURE BACKFILL (RETAINING WALL) CY 64.7500 2,440,427.50 1,556.000 100,751.00 6,106.000 395,363 (F) 061 STRUCTURE BACKFILL (SOUND WALL) CY 291.0000 2,328.00 0.000 0 (F) 062 STRUCTURE BACKFILL (LANE CHANNEL) CY 36.0000 271,872.00 0.000 0 (F) 063 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 376.0000 3,384.00 0.000 0 (F) 064 PERVIOUS BACKFILL MATERIAL CY 100.0000 499,800.00 0.000 0 (F) 065 PERVIOUS BACKFILL MATERIAL (RETAINING CY 171.0000 117,135.00 0.000 0 (F) WALL) 066 DITCH EXCAVATION CY 37.0000 51,060.00 0.000 0 067 IMPORTED BORROW (CY) CY 13.0000 1,160,900.00 4,679.000 60,827 068 LIGHTWEIGHT FILL (EPS BLOCK) CY 304.0000 6,682,832.00 0.000 0 069 GASOLINE RESISTANT GEOMEMBRANE SQYD 41.3500 768,944.60 0.000 0 070 PLANTING LUMP SUM LS 2,112,000.0000 2,112,000.00 0.000 0 071 2" GALVANIZED STEEL PIPE LF 66.0000 25,278.00 0.000 0 (F) (SUPPLY LINE ON BRIDGE) 072 3" GALVANIZED STEEL PIPE LF 115.5000 26,796.00 0.000 0 (F) (SUPPLY LINE ON BRIDGE) 073 IRRIGATION LUMP SUM LS 1,844,400.0000 1,844,400.00 0.010 18,444 074 FINISHING ROADWAY LS 133,600.0000 133,600.00 0.000 0 075 CLASS 2 AGGREGATE SUBBASE CY 29.7000 2,132,460.00 0.000 0 076 CLASS 4 AGGREGATE SUBBASE CY 54.8500 58,141.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 03/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 01:51 PM ESTIMATE NO. 008 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 03/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CLASS 2 AGGREGATE BASE (CY) CY 43.1000 2,185,170.00 84.000 3,620.40 84.000 3,620 078 ASPHALT-RUBBER BINDER TON 1,060.0000 6,360.00 0.000 0 079 PRECOATED AGGREGATE (SEAL COAT) TON 530.0000 20,670.00 0.000 0 080 HOT MIX ASPHALT (TYPE A) TON 88.1500 18,158,900.00 2,765.230 243,755 081 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 125.5000 3,112,400.00 0.000 0 082 PLACE HOT MIX ASPHALT DIKE LF 3.6500 44,165.00 0.000 0 083 PLACE HOT MIX ASPHALT SQYD 110.0000 1,650.00 0.000 0 (MISCELLANEOUS AREA) 084 TACK COAT TON 900.0000 540,000.00 5.440 4,896 085 REMOVE ASPHALT CONCRETE DIKE LF 2.5000 41,000.00 0.000 0 086 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.4500 269,610.00 0.000 0 087 JOINTED PLAIN CONCRETE PAVEMENT CY 312.0000 4,648,800.00 0.000 0 088 JOINTED PLAIN CONCRETE PAVEMENT CY 677.0000 561,910.00 0.000 0 (RSC) 089 DRILL AND BOND (DOWEL BAR) EA 25.0000 45,000.00 0.000 0 090 DRILL AND BOND (TIE BAR) EA 18.0000 131,760.00 0.000 0 091 JOINT SEAL (SILICONE) LF 20.0000 2,800.00 0.000 0 092 ISOLATION JOINT SEAL (SILICONE) LF 13.8000 229,080.00 0.000 0 093 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 11.0000 143,000.00 0.000 0 094 GRIND EXISTING CONCRETE SQYD 5.1500 106,090.00 0.000 0 PAVEMENT 095 GROUND ANCHOR (SUBHORIZONTAL) EA 6,890.0000 261,820.00 0.000 0 096 FURNISH STEEL PILING (HP 12 X 84) LF 92.0000 411,700.00 488.000 44,896.00 4,475.000 411,700 097 DRIVE STEEL PILE (HP 12 X 84) EA 1,470.0000 123,480.00 31.000 45,570.00 31.000 45,570 098 FURNISH STEEL PILING (HP 14 X 89) LF 102.0000 642,906.00 992.000 101,184.00 6,303.000 642,906 099 DRIVE STEEL PILE (HP 14 X 89) EA 1,456.0000 205,296.00 0.000 0 100 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 143.0000 2,383,810.00 0.000 0 101 16" CAST-IN-DRILLED-HOLE CONCRETE LF 90.7500 35,392.50 0.000 0 PILING (SOUND WALL) 102 54" CAST-IN-DRILLED-HOLE CONCRETE LF 1,000.0000 330,000.00 0.000 0 PILE (SIGN FOUNDATION) 103 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,120.0000 683,200.00 0.000 0 PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 5 DATE 03/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 01:51 PM ESTIMATE NO. 008 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 03/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 579.0000 564,525.00 0.000 0 (F) 105 STRUCTURAL CONCRETE, BRIDGE CY 891.0000 1,590,435.00 0.000 0 (F) 106 STRUCTURAL CONCRETE, BRIDGE CY 891.0000 853,578.00 0.000 0 (F) (POLYMER FIBER) 107 STRUCTURAL CONCRETE, RETAINING WALL CY 657.0000 8,084,385.00 257.500 169,177.50 2,832.000 1,860,624 (F) 108 STRUCTURAL CONCRETE, SOUND WALL CY 758.0000 34,110.00 0.000 0 (F) 109 STRUCTURAL CONCRETE, BARRIER SLAB CY 640.0000 495,360.00 0.000 0 (F) 110 STRUCTURAL CONCRETE, LOAD CY 548.0000 729,388.00 0.000 0 (F) DISTRIBUTION SLAB 111 STRUCTURAL CONCRETE, APPROACH SLAB CY 941.0000 416,863.00 0.000 0 (F) (TYPE N) 112 STRUCTURAL CONCRETE, APPROACH SLAB CY 923.0000 282,438.00 0.000 0 (TYPE R) 113 STRUCTURAL CONCRETE, BOX CULVERT CY 900.0000 3,826,800.00 0.000 0 (F) 114 STRUCTURAL CONCRETE, LANE CHANNEL CY 756.0000 4,250,988.00 0.000 0 (F) 115 STRUCTURAL CONCRETE, HEADWALL CY 2,014.0000 151,050.00 14.800 29,807 (F) 116 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,395.0000 1,954,320.00 24.500 58,677.50 40.500 96,997 (F) 117 MINOR CONCRETE (MINOR STRUCTURE) CY 819.0000 308,763.00 0.000 0 (F) 118 ARCHITECTURAL TREATMENT SQFT 16.0000 125,536.00 0.000 0 (F) 119 ARCHITECTURAL SURFACE (BARRIER) EA 130.0000 94,640.00 0.000 0 (F) 120 FRACTURED RIB TEXTURE SQFT 2.5000 174,182.50 2,421.000 6,052.50 9,637.000 24,092 (F) 121 DRILL AND BOND DOWEL LF 41.5000 25,522.50 0.000 0 122 CLEAN EXPANSION JOINT LF 36.0000 27,900.00 0.000 0 123 FURNISH PRECAST PRESTRESSED CONCRETE EA 16,430.0000 180,730.00 0.000 0 GIRDER (20'-30') 124 FURNISH PRECAST PRESTRESSED CONCRETE EA 16,430.0000 230,020.00 0.000 0 GIRDER (30'-40') 125 FURNISH PRECAST PRESTRESSED CONCRETE EA 16,430.0000 115,010.00 0.000 0 GIRDER (40'-50') 126 FURNISH PRECAST PRESTRESSED CONCRETE EA 16,430.0000 230,020.00 0.000 0 GIRDER (60'-70') 127 FURNISH PRECAST PRESTRESSED CONCRETE EA 16,430.0000 32,860.00 0.000 0 GIRDER (70'-80') 128 FURNISH PRECAST PRESTRESSED CONCRETE EA 16,430.0000 147,870.00 0.000 0 GIRDER (80'-90') 129 FURNISH PRECAST PRESTRESSED EA 28,620.0000 57,240.00 0.000 0 CONCRETE BOX GIRDER (20'-30') 130 FURNISH PRECAST PRESTRESSED CONCRETE BOX EA 28,620.0000 57,240.00 0.000 0 GIRDER (50'-60') PROGRAM CAS145 PAGE 6 DATE 03/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 01:51 PM ESTIMATE NO. 008 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 03/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 ERECT PRECAST PRESTRESSED CONCRETE EA 4,240.0000 241,680.00 0.000 0 GIRDER 132 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 5,830.0000 23,320.00 0.000 0 GIRDER 133 JOINT SEAL (MR 1/2") LF 177.0000 3,540.00 0.000 0 134 JOINT SEAL (MR 1") LF 119.0000 126,973.00 0.000 0 135 BAR REINFORCING STEEL (BRIDGE) LB 1.8300 2,494,279.02 0.000 0 (F) 136 BAR REINFORCING STEEL (RETAINING WALL) LB 1.6100 2,663,777.20 64,448.000 103,761.28 371,082.000 597,442 (F) 137 BAR REINFORCING STEEL (SOUND WALL) LB 5.4500 23,560.35 0.000 0 (F) 138 BAR REINFORCING STEEL (BOX CULVERT) LB 1.3500 994,964.85 0.000 0 (F) 139 BAR REINFORCING STEEL (LANE CHANNEL) LB 1.4300 2,008,875.44 0.000 0 (F) 140 BAR REINFORCING STEEL (EPOXY COATED) LB 1.8500 48,880.70 0.000 0 (F) (BRIDGE) 141 BAR REINFORCING STEEL (GALVANIZED) LB 4.0500 13,802.40 0.000 0 (F) 142 HEADED BAR REINFORCEMENT EA 14.5000 464.00 0.000 0 143 STRUCTURAL SHOTCRETE CY 1,700.0000 102,000.00 0.000 0 144 FURNISH SIGN STRUCTURE (TRUSS) LB 4.9000 2,310,727.30 0.000 0 (F) 145 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3500 164,954.65 0.000 0 (F) 146 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 8.6000 138,503.00 0.000 0 (F) WITHOUT WALKWAY) 147 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 0.7000 11,273.50 0.000 0 (F) WITHOUT WALKWAY) 148 REMOVE PEDESTRIAN BARRICADE EA 750.0000 9,750.00 0.000 0 149 REMOVE SIGN STRUCTURE WALKWAY (EA) EA 3,400.0000 6,800.00 0.000 0 150 REMOVE SIGN STRUCTURE (EA) EA 4,470.0000 151,980.00 3.000 13,410.00 6.000 26,820 151 REMOVE BRIDGE MOUNTED SIGN EA 2,500.0000 7,500.00 0.000 0 152 MODIFY SIGN STRUCTURE EA 13,250.0000 13,250.00 0.000 0 (SAFETY CABLE RETROFIT) 153 PEDESTRIAN BARRICADE EA 4,000.0000 96,000.00 0.000 0 154 SOUND WALL (MASONRY BLOCK) SQFT 27.8000 345,303.80 0.000 0 (F) 155 RENEWABLE DIESEL REPORT EA 500.0000 8,000.00 2.000 1,000 156 REMOVE RETAINING WALL (LF) LF 111.0000 380,730.00 172.000 19,092.00 172.000 19,092 157 REMOVE CONCRETE DECK SURFACE SQFT 47.7000 17,505.90 0.000 0 PROGRAM CAS145 PAGE 7 DATE 03/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 01:51 PM ESTIMATE NO. 008 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 03/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.8000 5,997.60 0.000 0 159 REFINISH BRIDGE DECK SQFT 27.6000 19,071.60 0.000 0 160 FURNISH POLYESTER CONCRETE OVERLAY CF 76.3000 219,972.90 0.000 0 161 PLACE POLYESTER CONCRETE OVERLAY SQFT 3.6000 26,989.20 0.000 0 (F) 162 BRIDGE REMOVAL (PORTION), LOCATION A LS 62,500.0000 62,500.00 1.000 62,500 163 BRIDGE REMOVAL (PORTION), LOCATION B LS 129,300.0000 129,300.00 0.000 0 164 BRIDGE REMOVAL (PORTION), LOCATION C LS 114,500.0000 114,500.00 0.000 0 165 BRIDGE REMOVAL (PORTION), LOCATION D LS 79,500.0000 79,500.00 0.000 0 166 BRIDGE AND GROUND ANCHOR WALL LS 50,000.0000 50,000.00 0.000 0 MONITORING 167 BRIDGE MONITORING LS 50,000.0000 50,000.00 0.000 0 168 REMOVE RETAINING WALL (PORTION), LS 26,500.0000 26,500.00 0.000 0 LOCATION A 169 REMOVE RETAINING WALL (PORTION), LS 10,600.0000 10,600.00 0.000 0 LOCATION B 170 18" ALTERNATIVE PIPE CULVERT LF 88.0000 57,200.00 0.000 0 171 24" ALTERNATIVE PIPE CULVERT LF 138.0000 103,500.00 310.000 42,780 172 18" ALTERNATIVE SLOTTED PIPE LF 207.0000 149,040.00 0.000 0 173 GROSS SOLIDS REMOVAL DEVICE LINEAR EA 158,000.0000 158,000.00 0.000 0 RADIAL TYPE LR-2 (4) 174 GROSS SOLIDS REMOVAL DEVICE LINEAR EA 197,000.0000 197,000.00 0.000 0 RADIAL TYPE LR-3 (8) 175 66" REINFORCED CONCRETE PIPE LF 442.0000 1,025,440.00 0.000 0 176 18" REINFORCED CONCRETE PIPE (CLASS IV) LF 110.0000 410,300.00 0.000 0 177 24" REINFORCED CONCRETE PIPE (CLASS IV) LF 114.0000 1,311,000.00 568.000 64,752 178 30" REINFORCED CONCRETE PIPE (CLASS IV) LF 166.0000 683,920.00 0.000 0 179 36" REINFORCED CONCRETE PIPE (CLASS IV) LF 200.0000 330,000.00 419.500 83,900.00 419.500 83,900 180 48" REINFORCED CONCRETE PIPE (CLASS IV) LF 354.0000 56,640.00 0.000 0 181 54" REINFORCED CONCRETE PIPE (CLASS IV) LF 366.0000 146,400.00 0.000 0 182 60" REINFORCED CONCRETE PIPE (CLASS IV) LF 413.0000 470,820.00 1,044.000 431,172 183 42" REINFORCED CONCRETE PIPE (CLASS V) LF 289.0000 210,970.00 0.000 0 184 14"X23" OVAL SHAPED REINFORCED LF 213.0000 117,150.00 0.000 0 CONCRETE PIPE (CLASS IV) PROGRAM CAS145 PAGE 8 DATE 03/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 01:51 PM ESTIMATE NO. 008 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 03/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 19"X30" OVAL SHAPED REINFORCED LF 225.0000 101,250.00 0.000 0 CONCRETE PIPE (CLASS IV) 186 4" PLASTIC PIPE UNDERDRAIN LF 43.0000 13,502.00 0.000 0 187 4" SLOTTED PLASTIC PIPE LF 27.9000 25,947.00 0.000 0 188 GEOCOMPOSITE DRAIN SQFT 6.5000 138,658.00 0.000 0 189 DRAINAGE INLET MARKER EA 530.0000 7,950.00 0.000 0 190 18" CORRUGATED STEEL PIPE RISER LF 212.0000 1,908.00 0.000 0 (.079" THICK) 191 WELDED STEEL PIPE CASING (BRIDGE) LF 140.0000 21,840.00 0.000 0 192 18" CONCRETE FLARED END SECTION EA 2,088.0000 4,176.00 0.000 0 193 24" CONCRETE FLARED END SECTION EA 2,205.0000 19,845.00 0.000 0 194 18" ALTERNATIVE FLARED END SECTION EA 689.0000 689.00 0.000 0 195 24" ALTERNATIVE FLARED END SECTION EA 742.0000 2,226.00 0.000 0 196 36" PRECAST CONCRETE PIPE INLET LF 424.0000 14,840.00 0.000 0 197 36" PRECAST CONCRETE PIPE MANHOLE LF 392.0000 19,600.00 0.000 0 198 ABANDON CULVERT (LF) LF 31.0000 17,670.00 0.000 0 199 REMOVE GRATED LINE DRAIN LF 37.0000 25,160.00 0.000 0 200 REMOVE OVERSIDE DRAIN EA 1,272.0000 5,088.00 0.000 0 201 REMOVE CULVERT (LF) LF 50.0000 800,000.00 84.000 4,200 202 REMOVE REINFORCED CONCRETE BOX CULVERT CY 109.0000 281,220.00 0.000 0 (CY) 203 REMOVE INLET EA 1,485.0000 222,750.00 0.000 0 204 REMOVE HEADWALL EA 1,485.0000 22,275.00 2.000 2,970 205 REMOVE MANHOLE EA 2,915.0000 29,150.00 0.000 0 206 REMOVE CONCRETE FLARED END SECTION (EA) EA 635.0000 7,620.00 0.000 0 207 ADJUST INLET EA 2,860.0000 34,320.00 0.000 0 208 ADJUST MANHOLE TO GRADE EA 1,930.0000 9,650.00 0.000 0 209 REMOVE CONCRETE (CHANNEL) CY 36.0000 243,000.00 27.900 1,004 210 CAP INLET EA 1,910.0000 9,550.00 0.000 0 211 CAP MANHOLE EA 1,910.0000 3,820.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 03/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 01:51 PM ESTIMATE NO. 008 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 03/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 SAND BACKFILL CY 223.0000 21,854.00 0.000 0 213 REMOVE SLOPE PAVING (SQYD) SQYD 47.0000 11,562.00 0.000 0 214 CONCRETE (CONCRETE APRON) CY 1,400.0000 5,600.00 0.000 0 215 SLOPE PAVING (CONCRETE) CY 1,647.0000 130,113.00 0.000 0 216 ROCK SLOPE PROTECTION CY 200.0000 24,000.00 0.000 0 (150 LB, CLASS III, METHOD B) (CY) 217 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 7.0000 3,500.00 0.000 0 218 MINOR CONCRETE (GUTTER) (LF) LF 42.4000 16,705.60 0.000 0 219 DETECTABLE WARNING SURFACE SQFT 37.0000 7,770.00 0.000 0 220 MINOR CONCRETE (MISCELLANEOUS CY 827.0000 2,613,320.00 0.000 0 CONSTRUCTION) 221 MINOR CONCRETE CY 1,033.0000 45,452.00 0.000 0 (MISCELLANEOUS CONSTRUCTION) (RAPID STRENGTH) 222 REMOVE CONCRETE SQYD 12.2000 37,332.00 561.100 6,845 (SIDEWALK, DRIVEWAY AND ISLAND) 223 REMOVE CONCRETE (CURB AND GUTTER) LF 5.4000 118,260.00 1,038.000 5,605 224 PRE/POST CONSTRUCTION SURVEYS EA 950.0000 18,050.00 9.000 8,550 225 MISCELLANEOUS IRON AND STEEL LB 4.0000 521,596.00 0.000 0 (F) 226 MISCELLANEOUS METAL (BRIDGE) LB 15.9000 7,950.00 0.000 0 (F) 227 TEMPORARY SIGNAL SYSTEMS (CITY) LS 530,000.0000 530,000.00 0.000 0 228 MODIFY SIGNAL AND LIGHTING SYSTEMS LS 344,600.0000 344,600.00 0.000 0 (CITY) 229 LIGHTING (CITY STREET) LS 93,600.0000 93,600.00 0.000 0 230 ADJUST ACCESS BOX FRAME AND COVER EA 1,800.0000 28,800.00 0.000 0 (UTILITY) 231 ADJUST MANHOLE FRAME AND COVER EA 1,000.0000 8,000.00 0.000 0 (UTILITY) 232 TEMPORARY FENCE (TYPE CL-6) LF 21.0000 352,800.00 1,170.000 24,570.00 4,257.000 89,397 233 CHAIN LINK FENCE (TYPE CL-4) LF 23.2000 320,160.00 0.000 0 234 CHAIN LINK FENCE (TYPE CL-6) LF 47.7500 339,980.00 0.000 0 235 CHAIN LINK FENCE (TYPE CL-6 MODIFIED) LF 52.7500 151,392.50 0.000 0 236 4' CHAIN LINK GATE (TYPE CL-6) EA 2,200.0000 15,400.00 0.000 0 237 4' CHAIN LINK GATE (TYPE CL-6 MODIFIED) EA 2,350.0000 4,700.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 03/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 01:51 PM ESTIMATE NO. 008 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 03/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 238 10' CHAIN LINK GATE (DOUBLE GATE) EA 3,155.0000 3,155.00 0.000 0 (TYPE CL-6 MODIFIED) 239 REMOVE CHAIN LINK FENCE LF 7.0000 182,000.00 770.000 5,390.00 8,814.000 61,698 240 REMOVE GATE EA 110.0000 2,310.00 3.000 330 241 REMOVE PAVEMENT MARKER EA 1.1000 85,030.00 9,821.000 10,803 242 DELINEATOR (CLASS 1) EA 53.0000 12,720.00 0.000 0 243 GUARD RAILING DELINEATOR EA 34.0000 952.00 0.000 0 244 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.4000 67,440.00 5,177.000 12,424 245 OBJECT MARKER (TYPE L-1) EA 170.0000 14,790.00 0.000 0 246 REMOVE ROADSIDE SIGN EA 159.0000 69,960.00 0.000 0 247 REMOVE SIGN FROM SIGN FRAME EA 317.0000 3,170.00 0.000 0 248 REMOVE SIGN PANEL EA 795.0000 2,385.00 0.000 0 249 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 19.2000 13,440.00 0.000 0 250 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 27.0000 402,300.00 0.000 0 251 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 28.1000 2,810.00 0.000 0 252 FURNISH LAMINATED PANEL SIGN SQFT 30.7500 12,607.50 0.000 0 (2 1/2"-TYPE H) 253 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.3000 39,437.00 0.000 0 (0.063"-UNFRAMED) 254 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.7500 34,662.50 0.000 0 (0.080"-UNFRAMED) 255 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.8000 27,824.00 0.000 0 (0.063"-FRAMED) 256 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.3500 14,125.50 0.000 0 (0.080"-FRAMED) 257 METAL (ROADSIDE SIGN) LB 3.7000 22,940.00 0.000 0 258 METAL (BARRIER MOUNTED SIGN) LB 15.9000 100,488.00 0.000 0 259 METAL (WALL MOUNTED SIGN) LB 31.8000 70,278.00 0.000 0 260 ROADSIDE SIGN - ONE POST EA 398.0000 115,420.00 0.000 0 261 ROADSIDE SIGN - TWO POST EA 1,060.0000 57,240.00 0.000 0 262 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 132.5000 19,875.00 0.000 0 METHOD) 263 INSTALL SIGN OVERLAY SQFT 310.0000 40,300.00 0.000 0 264 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 310.0000 548,700.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 03/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 01:51 PM ESTIMATE NO. 008 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 03/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 265 INSTALL ROADSIDE SIGN EA 8,500.0000 25,500.00 0.000 0 (LAMINATED WOOD BOX POST) 266 FURNISH LAMINATED WOOD BOX POST (TYPE L) EA 3,870.0000 108,360.00 0.000 0 267 FURNISH LAMINATED WOOD BOX POST (TYPE M) EA 3,500.0000 126,000.00 0.000 0 268 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 73.0000 96,360.00 0.000 0 269 VEGETATION CONTROL (MINOR CONCRETE) SQYD 68.0000 49,640.00 0.000 0 270 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 255.0000 21,420.00 0.000 0 (F) 271 CABLE RAILING LF 185.5000 1,162,157.50 0.000 0 (F) 272 TRANSITION RAILING (TYPE WB-31) EA 5,300.0000 10,600.00 0.000 0 273 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,270.0000 6,350.00 0.000 0 274 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,100.0000 35,700.00 0.000 0 275 SEVERE-DUTY CRASH CUSHION EA 46,600.0000 932,000.00 0.000 0 276 CONCRETE BARRIER (TYPE 60M) LF 108.0000 241,920.00 0.000 0 277 CONCRETE BARRIER (TYPE 60MC) LF 97.0000 486,940.00 0.000 0 278 CONCRETE BARRIER (TYPE 60MD) LF 83.4000 94,742.40 0.000 0 279 CONCRETE BARRIER (TYPE 60MF) LF 286.0000 120,120.00 0.000 0 280 CONCRETE BARRIER (TYPE 60MG) LF 134.0000 45,560.00 0.000 0 281 CONCRETE BARRIER (TYPE 60MGC) LF 223.0000 24,530.00 0.000 0 282 CONCRETE BARRIER (TYPE 60MGF) LF 301.0000 418,390.00 0.000 0 283 CONCRETE BARRIER (TYPE 60MS) LF 104.0000 1,331,200.00 0.000 0 284 CONCRETE BARRIER (TYPE 60MSC) LF 146.0000 1,321,300.00 0.000 0 285 CONCRETE BARRIER (TYPE 60MP) LF 213.0000 16,401.00 0.000 0 286 CONCRETE BARRIER (TYPE 60MCP) LF 291.0000 32,010.00 0.000 0 287 CONCRETE BARRIER (TYPE 60MGD) LF 206.0000 6,798.00 0.000 0 288 CONCRETE BARRIER (TYPE 60PR) LF 275.0000 35,750.00 0.000 0 289 CONCRETE BARRIER (TYPE 60MA MODIFIED) LF 142.0000 109,766.00 0.000 0 (F) 290 CONCRETE BARRIER (TYPE 836) LF 117.0000 138,996.00 0.000 0 (F) 291 CONCRETE BARRIER (TYPE 836A) LF 118.0000 1,053,032.00 0.000 0 (F) PROGRAM CAS145 PAGE 12 DATE 03/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 01:51 PM ESTIMATE NO. 008 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 03/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 292 CONCRETE BARRIER (TYPE 836B) LF 191.0000 12,224.00 0.000 0 (F) 293 CONCRETE BARRIER (TYPE 836 MODIFIED) LF 165.0000 31,680.00 0.000 0 (F) 294 CONCRETE BARRIER (TYPE 842) LF 161.0000 35,259.00 0.000 0 (F) 295 CONCRETE BARRIER (TYPE 842A) LF 301.0000 10,836.00 0.000 0 (F) 296 REMOVE GUARDRAIL LF 14.3000 190,190.00 25.000 357.50 5,754.200 82,285 297 REMOVE CABLE RAILING LF 77.4000 11,610.00 0.000 0 298 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 299 REMOVE CONCRETE BARRIER LF 27.2000 519,520.00 180.000 4,896.00 5,909.000 160,724 300 REMOVE CRASH CUSHION EA 2,650.0000 7,950.00 1.000 2,650.00 1.000 2,650 301 REMOVE CRASH CUSHION (SAND FILLED) EA 132.5000 1,855.00 14.000 1,855 302 CONCRETE BARRIER (TYPE 842 MODIFIED 1) LF 140.0000 36,680.00 0.000 0 (F) 303 CONCRETE BARRIER (TYPE 842 MODIFIED 2) LF 135.0000 74,250.00 0.000 0 (F) 304 THERMOPLASTIC TRAFFIC STRIPE LF 2.0500 401,800.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 305 THERMOPLASTIC PAVEMENT MARKING SQFT 7.9000 154,840.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 306 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2800 174,160.00 195,748.000 54,809 307 PAINT PAVEMENT MARKING (2-COAT) SQFT 9.7000 52,380.00 231.000 2,240 308 REMOVE PAINTED TRAFFIC STRIPE LF 0.1800 111,960.00 730.000 131 309 REMOVE PAINTED PAVEMENT MARKING SQFT 1.4000 7,560.00 90.000 126 310 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6200 125,860.00 99,619.000 61,763 311 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.9500 3,569.50 57.000 168 312 CONTRAST STRIPE THERMOPLASTIC LF 0.8000 127,200.00 0.000 0 313 TRAFFIC STRIPE TAPE (WARRANTY) LF 2.8000 795,200.00 0.000 0 314 ELECTRIC SERVICE FOR IRRIGATION LS 269,400.0000 269,400.00 0.000 0 315 RAMP METERING SYSTEM LS 1,823,500.0000 1,823,500.00 0.000 0 316 COMMUNICATION SYSTEMS LS 6,316,000.0000 6,316,000.00 0.000 0 317 TEMPORARY LIGHTING SYSTEMS LS 4,904,600.0000 4,904,600.00 0.015 73,569.00 0.078 382,558 318 TEMPORARY SIGNAL SYSTEMS LS 1,115,700.0000 1,115,700.00 0.335 373,759 PROGRAM CAS145 PAGE 13 DATE 03/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 01:51 PM ESTIMATE NO. 008 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 03/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 319 TEMPORARY RAMP METERING SYSTEMS LS 1,892,400.0000 1,892,400.00 0.025 47,310.00 0.059 111,651 320 TEMPORARY COMMUNICATION SYSTEMS LS 385,000.0000 385,000.00 0.023 8,855.00 0.226 87,010 321 MODIFYING LIGHTING SYSTEMS LS 4,812,000.0000 4,812,000.00 0.000 0 322 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 990,600.0000 990,600.00 0.000 0 323 REMOVING LIGHTING SYSTEMS LS 237,700.0000 237,700.00 0.040 9,508.00 0.080 19,016 324 REMOVING SIGNAL AND LIGHTING SYSTEMS LS 63,300.0000 63,300.00 0.000 0 325 REMOVING RAMP METERING SYSTEMS LS 22,200.0000 22,200.00 0.000 0 326 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 327 72" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,215.0000 243,000.00 0.000 0 (SIGN FOUNDATION) 328 78" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,320.0000 112,200.00 0.000 0 (SIGN FOUNDATION) 329 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 5.2500 4,184,250.00 0.000 0 330 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.3500 278,950.00 0.000 0 331 ALUMINUM WALKWAY GRATING SQFT 97.5000 555,750.00 0.000 0 (VERSATILE TRUSS) PROGRAM CAS145 PAGE 14 DATE 03/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 01:51 PM ESTIMATE NO. 008 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/23 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 03/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,247,067.64 10,849,269.41 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 112,107.59 990,685.23 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,359,175.23 11,839,954.64 332 MOBILIZATION LS 11,430,000.0000 11,430,000.00 0.500 5,715,000 ORIGINAL CONTRACT AMOUNT 193,587,475.71 TOTAL WORK COMPLETED 1,359,175.23 17,554,954.64 MATERIALS ON HAND ON SITE 241,510.14 2,860,555.40 DEDUCTIONS 0.00 0.00 TOTAL 1,600,685.37 20,415,510.04 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 06/16/22 880 08/10/22 08/10/22 04/30/27 108 41 0 0 9% 12% PROGRESS IS SATISFACTORY WU, ADRIAN RESIDENT ENGINEER