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 07/25/19 EST. NO. 028 TIME 11:42 AM R.E. NAME: ABELA, FERNANDO 04-235654 --------------------------------------------------------------------------- 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 0385 3,949.91 E.W. @ F.A.(+) 061719 Y 5874.0 0388 2,959.85 040219 Y 5764.0 0393 3,768.74 060419 Y 5882.0 0394 4,573.51 061719 Y 5883.0 0394-1 -4,573.51 061719 Y 5883.0 DAO CORRECTING ENTRY 002 0080 1,089.03 E.W. @ F.A.(+) 021919 Y 5715.0 0110 5,676.84 041519 Y 5782.0 0111 4,240.78 041619 Y 5783.0 0112 5,080.59 041719 Y 5784.0 0113 4,645.76 042319 Y 5785.0 0114 5,444.82 041119 Y 5787.0 005 0026 1,325.68 E.W. @ F.A.(+) 082217 Y 5570.0 0037 4,075.82 050719 Y 5860.0 009 0003 787.93 E.W. @ F.A.(+) 051118 Y 5424.0 013 0091 70,180.00 E.W. @ F.A.(+) 072418 N 0252.1 030 0025 2,965.08 E.W. @ F.A.(+) 121218 Y 5813.0 0026 2,930.54 121318 Y 5814.0 0027 5,281.54 121418 Y 5815.0 033 0022 9,084.94 E.W. @ F.A.(+) 113017 Y 5273.1 0023 10,631.42 120117 Y 5275.1 0025 14,232.03 121317 Y 5287.1 0028 53,122.08 111717 Y 5806.0 034 0008 698.91 E.W. @ F.A.(+) 061919 Y 5885.0 036 0008 3,620.50 E.W. @ F.A.(+) 092018 Y 5694.0 049 0001 94,591.00 E.W. @ L.S.(+) 071219 N X00021 052 0001 44,218.00 E.W. @ L.S.(+) 071219 N 028 0 054 0001 2,097.49 E.W. @ F.A.(+) 050318 Y 5406.0 0002 3,631.30 050418 Y 5408.0 0003 5,898.42 111418 Y 5506.0 0004 5,102.35 111518 Y 5507.0 0005 4,767.26 111318 Y 5509.0 059 0035 2,267.56 E.W. @ F.A.(+) 040219 Y 5765.0 062 0010 4,844.13 E.W. @ F.A.(+) 111918 Y 5516.0 066 0001 9,534.41 E.W. @ L.S.(+) 071219 N 028 0 072 0001 2,056.33 E.W. @ F.A.(+) 031219 Y 5739.0 076 0001 8,468.33 E.W. @ F.A.(+) 042919 N 5822.0 0002 1,860.32 043019 N 5823.0 0003 1,355.93 042219 N 5825.0 0004 2,807.17 042319 N 5826.0 0005 1,842.15 042419 N 5827.0 0006 2,640.76 042519 N 5828.0 083 0002 1,912.00 E.W. @ F.A.(+) 040319 Y 5766.0 0003 4,529.86 040319 Y 5767.0 0004 4,506.38 052319 Y 5871.0 085 0001 25,011.50 A.C. @ L.S.(+) 071219 N X00022 090 0001 53,189.80 E.W. @ L.S.(+) 071219 N X00023 097 0001 49,076.49 E.W. @ L.S.(+) 071219 N X00024 100 0001 6,043.06 E.W. @ L.S.(+) 071219 N X00025 102 0001 12,998.75 E.W. @ L.S.(+) 071219 N X00026 104 0001 18,416.01 E.W. @ F.A.(+) 061819 Y 5884.0 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 07/25/19 EST. NO. 028 TIME 11:42 AM R.E. NAME: ABELA, FERNANDO 04-235654 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 589,459.55 TOTAL THIS ESTIMATE 4,142,149.35 TOTAL PREVIOUS ESTIMATE 4,731,608.90 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 07/25/19 EST. NO. 028 TIME 11:42 AM R.E. NAME: ABELA, FERNANDO 04-235654 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PAYROLL -10,000.00 003 UNAUTHORIZED CLOSURE -6,000.00 003 PAYROLL 10,000.00 004 LC LATE PICK UP -8,000.00 007 SWPPP AR DEDUCTION -10,000.00 017 0.00 -24,000.00 TOTAL DEDUCTIONS 0.00 -24,000.00 PROGRAM CAS145 PAGE 1 DATE 07/25/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235654 TIME 11:42 AM ESTIMATE NO. 028 BID OPENING 12/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: ABELA, FERNANDO DATE OF THIS ESTIMATE 07/25/19 LOCATION RERUN PROGRESS ESTIMATE 04-SM-101-1.6/2.2 ----------------------- 04-SM-114-5.0/5.3 DISNEY/O.C. JONES J.V. IN SAN MATEO COUNTY AT VARIOUS 533 AIRPORT BLVD, STE 120 LOCATIONS ON RTE101 FROM UNIVERSITY BURLINGAME CA 94010 AVE OC TO 0.2MI N OF HENDERSON UC & ON RTE 114 FROM 0.2MI S OF WILLOW RD SEPARATION TO NEWBRIDGE ST FED. AID NO. N O N E RECONSTRUCT INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.750 15,000 003 TIME-RELATED OVERHEAD (LS) LS 2,375,000.0000 2,375,000.00 1.242 2,949,750 004 CONSTRUCTION AREA SIGNS LS 90,000.0000 90,000.00 0.970 87,300 005 TRAFFIC CONTROL SYSTEM LS 720,000.0000 720,000.00 0.920 662,400 006 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.5000 13,020.00 6,324.000 22,134 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 40,400.00 378.000 189.00 90,486.050 45,243 008 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 19,800.00 594.000 26,730 009 TEMPORARY PAVEMENT MARKER EA 4.0000 22,400.00 5,371.000 21,484 010 TEMPORARY SHUTTLE SERVICE LS 300,000.0000 300,000.00 1.000 300,000 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 30,000.0000 30,000.00 0.950 28,500 012 TEMPORARY RAILING (TYPE K) LF 11.0000 446,600.00 32,800.000 360,800 013 TEMPORARY CRASH CUSHION MODULE EA 150.0000 76,500.00 531.000 79,650 014 TEMPORARY ALTERNATIVE CRASH CUSHION EA 2,600.0000 72,800.00 41.000 106,600 015 JOB SITE MANAGEMENT LS 150,000.0000 150,000.00 1.000 150,000 016 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 1.000 2,500 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 16,500.00 25.000 12,500 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 100.0000 900.00 10.000 1,000 019 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 020 TEMPORARY HYDRAULIC MULCH SQYD 0.6600 31,218.00 97,646.000 64,446 (BONDED FIBER MATRIX) 021 TEMPORARY COVER SQYD 7.1000 39,050.00 2,850.000 20,235 022 TEMPORARY CHECK DAM LF 6.0000 1,260.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 07/25/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235654 TIME 11:42 AM ESTIMATE NO. 028 BID OPENING 12/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: ABELA, FERNANDO DATE OF THIS ESTIMATE 07/25/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 52,500.00 20.000 5,000.00 113.000 28,250 024 TEMPORARY FIBER ROLL LF 2.4500 78,400.00 9,208.000 22,559 025 TEMPORARY GRAVEL BAG BERM LF 8.0000 4,000.00 115.000 920 026 TEMPORARY SILT FENCE LF 2.0000 11,000.00 4,105.000 8,210 027 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 30,000.00 33.000 99,000 028 STREET SWEEPING LS 125,000.0000 125,000.00 1.000 125,000 029 TEMPORARY ACTIVE TREATMENT SYSTEM LS 100,000.0000 100,000.00 1.000 100,000 030 TEMPORARY CONCRETE WASHOUT LS 20,000.0000 20,000.00 1.000 20,000 031 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 3.0000 25,200.00 2,009.000 6,027 STRIPE (HAZARDOUS WASTE) 032 ADL BURIAL LOCATION REPORT LS 30,000.0000 30,000.00 1.000 30,000 033 WORK AREA MONITORING (BRIDGE) LS 50,000.0000 50,000.00 1.000 50,000 034 TREATED WOOD WASTE LB 0.4300 7,783.00 9,096.420 3,911 035 NOISE MONITORING LS 30,000.0000 30,000.00 1.000 30,000 036 OBLITERATE SURFACING SQYD 3.0000 30,900.00 10,056.300 30,168 037 REMOVE FENCE LF 6.0000 7,920.00 1,267.000 7,602 038 REMOVE GATE EA 1,500.0000 1,500.00 1.000 1,500 039 REMOVE BOLLARD EA 450.0000 2,250.00 5.000 2,250 040 REMOVE GUARDRAIL LF 22.0000 4,400.00 200.000 4,400 041 REMOVE DOUBLE THRIE BEAM BARRIER LF 10.0000 8,000.00 509.630 5,096 042 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 27,660.00 89.000 53.40 28,256.000 16,953 043 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 044 REMOVE PAVEMENT MARKER EA 1.0000 3,650.00 3,710.000 3,710 045 REMOVE ROADSIDE SIGN EA 85.0000 5,440.00 64.000 5,440 046 REMOVE ROADSIDE SIGN EA 100.0000 600.00 6.000 600 (STRAP AND SADDLE BRACKET METHOD) 047 REMOVE SIGN STRUCTURE (EA) EA 5,000.0000 10,000.00 2.000 10,000 048 REMOVE BRIDGE MOUNTED SIGN EA 5,000.0000 10,000.00 2.000 10,000 049 REMOVE CULVERT (LF) LF 42.0000 75,600.00 1,761.530 73,984 PROGRAM CAS145 PAGE 3 DATE 07/25/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235654 TIME 11:42 AM ESTIMATE NO. 028 BID OPENING 12/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: ABELA, FERNANDO DATE OF THIS ESTIMATE 07/25/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE INLET EA 1,000.0000 36,000.00 32.000 32,000 051 REMOVE HEADWALL EA 3,000.0000 15,000.00 5.000 15,000 052 REMOVE RETAINING WALL (CY) CY 140.0000 12,600.00 90.000 12,600 053 RESET ROADSIDE SIGN EA 225.0000 3,375.00 0.000 0 054 ADJUST INLET EA 2,950.0000 2,950.00 1.000 2,950 055 ADJUST MANHOLE EA 1,400.0000 2,800.00 2.000 2,800.00 2.000 2,800 056 ADJUST MANHOLE TO GRADE EA 1,800.0000 1,800.00 0.000 0 057 MODIFY INLET TO MANHOLE EA 3,000.0000 12,000.00 4.000 12,000 058 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.1000 247,640.00 17,631.000 72,287 059 REMOVE CONCRETE (CY) CY 90.0000 174,600.00 1,956.890 176,120 060 REMOVE CONCRETE BARRIER LF 42.0000 49,140.00 1,170.000 49,140 061 REMOVE SOUND WALL (LS) LS 7,000.0000 7,000.00 1.000 7,000 062 CAP INLET EA 2,400.0000 16,800.00 7.000 16,800 063 BRIDGE REMOVAL LS 900,000.0000 900,000.00 1.000 900,000 064 REMOVE SOUND WALL (PORTION), LOCATION A LS 36,000.0000 36,000.00 1.000 36,000 065 REMOVE CONCRETE BARRIER (PORTION), LS 18,000.0000 18,000.00 1.000 18,000 LOCATION A 066 REMOVE SOUND WALL (PORTION), LOCATION B LS 4,000.0000 4,000.00 1.000 4,000 067 REMOVE CONCRETE BARRIER (PORTION), LS 3,000.0000 3,000.00 1.000 3,000 LOCATION B 068 REMOVE SOUND WALL (PORTION), LOCATION C LS 12,000.0000 12,000.00 1.000 12,000 069 REMOVE CONCRETE BARRIER (PORTION), LS 7,000.0000 7,000.00 1.000 7,000 LOCATION C 070 REMOVE SOUND WALL (PORTION), LOCATION D LS 26,000.0000 26,000.00 1.000 26,000 071 REMOVE CONCRETE BARRIER (PORTION), LS 13,000.0000 13,000.00 1.000 13,000 LOCATION D 072 REMOVE SOUND WALL (PORTION), LOCATION E LS 13,000.0000 13,000.00 1.000 13,000 073 REMOVE SOUND WALL (PORTION), LOCATION F LS 13,000.0000 13,000.00 1.000 13,000 074 CLEARING AND GRUBBING (LS) LS 300,000.0000 300,000.00 1.000 300,000 075 DEVELOP WATER SUPPLY LS 65,000.0000 65,000.00 1.000 65,000 076 DUST PALLIATIVE LS 15,000.0000 15,000.00 1.000 15,000 PROGRAM CAS145 PAGE 4 DATE 07/25/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235654 TIME 11:42 AM ESTIMATE NO. 028 BID OPENING 12/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: ABELA, FERNANDO DATE OF THIS ESTIMATE 07/25/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROADWAY EXCAVATION CY 31.0000 886,600.00 7,459.000 231,229.00 36,059.000 1,117,829 078 ROADWAY EXCAVATION (TYPE Y-1) CY 16.0000 110,560.00 6,910.000 110,560 (AERIALLY DEPOSITED LEAD) 079 CEMENT DEEP SOIL MIXING CY 73.0000 4,234,000.00 59,882.400 4,371,415 080 STRUCTURE EXCAVATION (BRIDGE) CY 120.0000 571,200.00 4,760.000 571,200 (F) 081 STRUCTURE EXCAVATION (RETAINING WALL) CY 150.0000 69,450.00 463.000 69,450 (F) 082 STRUCTURE BACKFILL (BRIDGE) CY 50.0000 116,000.00 2,320.000 116,000 (F) 083 STRUCTURE BACKFILL (RETAINING WALL) CY 50.0000 9,200.00 184.000 9,200 (F) 084 DITCH EXCAVATION CY 70.0000 14,700.00 0.000 0 085 IMPORTED BORROW (CY) CY 1.0000 67,300.00 51,374.000 51,374.00 51,374.000 51,374 086 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 0.8000 168,000.00 1,270.000 1,016.00 192,511.000 154,008 CLASS A1 087 4" GATE VALVE EA 3,000.0000 3,000.00 1.000 3,000 088 6" GATE VALVE EA 4,000.0000 20,000.00 5.000 20,000 089 8" GATE VALVE EA 5,000.0000 20,000.00 4.000 20,000 090 8" CORRUGATED HIGH DENSITY LF 70.0000 50,400.00 766.000 53,620 POLYETHYLENE PIPE CONDUIT 091 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5000 19,350.00 96,600.000 48,300 092 HYDROMULCH SQFT 0.0300 8,670.00 283,140.000 8,494 093 FIBER ROLLS LF 2.4500 6,394.50 6,166.000 15,106 094 STRAW SQFT 0.0300 7,500.00 283,140.000 8,494 095 HYDROSEED SQFT 0.0600 17,340.00 283,140.000 16,988 096 COMPOST SQFT 0.1400 40,460.00 174,240.000 24,393 097 INCORPORATE MATERIALS SQFT 0.1000 3,870.00 38,640.000 3,864 098 CLASS 4 AGGREGATE SUBBASE CY 27.0000 372,600.00 318.000 8,586.00 14,118.000 381,186 099 CLASS 2 AGGREGATE BASE (CY) CY 44.0000 910,800.00 402.000 17,688.00 19,361.690 851,914 100 HOT MIX ASPHALT (TYPE A) TON 95.0000 1,757,500.00 2,147.890 204,049.55 21,264.810 2,020,156 101 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 115.0000 1,667,500.00 6,424.790 738,850 102 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 5.0000 7,950.00 0.000 0 (PAVING MAT) 103 DATA CORE LS 7,000.0000 7,000.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 07/25/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235654 TIME 11:42 AM ESTIMATE NO. 028 BID OPENING 12/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: ABELA, FERNANDO DATE OF THIS ESTIMATE 07/25/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.5000 3,990.00 1,810.000 2,715.00 1,810.000 2,715 105 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.5000 750.00 0.000 0 106 TACK COAT TON 700.0000 98,000.00 74.360 52,052 107 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 2,000.0000 88,000.00 0.000 0 108 MECHANICALLY STABILIZED EMBANKMENT, SQFT 100.0000 137,900.00 1,379.000 137,900 (F) LOCATION A 109 MECHANICALLY STABILIZED EMBANKMENT, SQFT 90.0000 692,550.00 7,695.000 692,550 (F) LOCATION B 110 MECHANICALLY STABILIZED EMBANKMENT, SQFT 95.0000 595,745.00 6,271.000 595,745 (F) LOCATION C 111 TEMPORARY SUPPORT LS 50,000.0000 50,000.00 1.000 50,000 112 18" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 160.0000 48,000.00 300.000 48,000 113 84" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,700.0000 1,011,500.00 595.000 1,011,500 114 FURNISH PILING (CLASS 90)(ALTERNATIVE Y) LF 40.0000 443,040.00 52.000 2,080.00 11,180.000 447,200 115 DRIVE PILE (CLASS 90)(ALTERNATIVE Y) EA 500.0000 213,000.00 2.000 1,000.00 430.000 215,000 116 FURNISH PILING (CLASS 200) LF 55.0000 753,720.00 880.000 48,400.00 13,704.000 753,720 (ALTERNATIVE W) 117 DRIVE PILE (CLASS 200) EA 700.0000 114,800.00 164.000 114,800 (ALTERNATIVE W) 118 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,500.0000 138,000.00 92.000 138,000 PILE (SIGN FOUNDATION) 119 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,000.0000 390,000.00 390.000 390,000 (F) 120 STRUCTURAL CONCRETE, BRIDGE CY 900.0000 1,495,800.00 1,662.000 1,495,800 (F) 121 STRUCTURAL CONCRETE, BRIDGE CY 800.0000 984,000.00 1,230.000 984,000 (F) (POLYMER FIBER) 122 STRUCTURAL CONCRETE, WALL CY 600.0000 13,080.00 21.800 13,080 (F) 123 STRUCTURAL CONCRETE, RETAINING WALL CY 500.0000 94,000.00 188.000 94,000 (F) 124 STRUCTURAL CONCRETE, BARRIER SLAB CY 500.0000 269,500.00 539.000 269,500 (F) 125 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 242,500.00 485.000 242,500 (F) (TYPE N) 126 STRUCTURAL CONCRETE, BOX CULVERT CY 1,000.0000 901,000.00 901.000 901,000 (F) 127 MINOR CONCRETE (MINOR STRUCTURE) CY 1,300.0000 182,000.00 92.670 120,471 (F) 128 MINOR CONCRETE (BACKFILL) CY 300.0000 28,200.00 112.260 33,678 (F) 129 CONCRETE SURFACE TEXTURE SQFT 27.0000 104,760.00 3,880.000 104,760 (F) (SEQUOIA TREE MOTIF) 130 CONCRETE SURFACE TEXTURE SQFT 30.0000 101,010.00 3,867.000 116,010 (F) (OAK TREE MOTIF) PROGRAM CAS145 PAGE 6 DATE 07/25/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235654 TIME 11:42 AM ESTIMATE NO. 028 BID OPENING 12/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: ABELA, FERNANDO DATE OF THIS ESTIMATE 07/25/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 CONCRETE SURFACE TEXTURE SQFT 30.0000 46,800.00 1,560.000 46,800 (F) (GRAVE STAKE) 132 CONCRETE SURFACE TEXTURE SQFT 30.0000 57,540.00 1,918.000 57,540 (F) (RUGGED FLAGSTONE) 133 FURNISH PRECAST PRESTRESSED CONCRETE EA 42,000.0000 1,428,000.00 33.000 1,386,000 WIDE-FLANGE GIRDER (130'-140') 134 ERECT PRECAST CONCRETE GIRDER EA 5,000.0000 170,000.00 34.000 170,000 (F) 135 JOINT SEAL (MR 1 1/2") LF 25.0000 9,350.00 374.000 9,350 136 BAR REINFORCING STEEL LB 2.5000 4,110.00 1,644.000 4,110 (F) 137 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 768,240.00 853,600.000 768,240 (F) 138 BAR REINFORCING STEEL (RETAINING WALL) LB 1.2000 24,270.00 20,225.000 24,270 (F) 139 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 236,800.00 236,800.000 236,800 (F) 140 FURNISH SIGN STRUCTURE (TRUSS) LB 3.3000 203,633.10 61,707.000 203,633 (F) 141 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 18,512.10 61,707.000 18,512 (F) 142 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 7.0000 47,964.00 6,852.000 47,964 (F) WITHOUT WALKWAY) 143 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 6.0000 41,112.00 6,852.000 41,112 (F) WITHOUT WALKWAY) 144 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 16.0000 9,600.00 600.000 9,600 145 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 28.0000 15,400.00 550.000 15,400 146 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.4000 4,620.00 550.000 4,620 (0.063"-UNFRAMED) 147 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.2000 2,576.00 280.000 2,576 (0.080"-UNFRAMED) 148 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 1,504.00 94.000 1,504 (0.063"-FRAMED) 149 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 2,700.00 150.000 2,700 (0.080"-FRAMED) 150 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 151 ROADSIDE SIGN - ONE POST EA 250.0000 15,250.00 6.000 1,500 152 ROADSIDE SIGN - TWO POST EA 400.0000 3,600.00 3.000 1,200.00 3.000 1,200 153 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 700.00 1.000 100.00 1.000 100 METHOD) 154 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 300.0000 1,800.00 4.000 1,200.00 4.000 1,200 155 RETRO-REFLECTIVE SHEETING TYPE XI SQFT 5.0000 11,050.00 72.000 360 156 SOUND WALL (MASONRY BLOCK) SQFT 18.0000 577,944.00 32,108.000 577,944 (F) 157 PAINT CURB (2-COAT) SQFT 10.0000 760.00 76.000 760.00 76.000 760 PROGRAM CAS145 PAGE 7 DATE 07/25/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235654 TIME 11:42 AM ESTIMATE NO. 028 BID OPENING 12/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: ABELA, FERNANDO DATE OF THIS ESTIMATE 07/25/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 18" TEMPORARY FLARED END SECTION EA 1,000.0000 2,000.00 0.000 0 159 18" TEMPORARY CULVERT LF 120.0000 12,000.00 0.000 0 160 12" REINFORCED CONCRETE PIPE LF 275.0000 11,000.00 76.000 20,900 161 18" REINFORCED CONCRETE PIPE LF 110.0000 320,100.00 2,550.100 280,511 162 24" REINFORCED CONCRETE PIPE LF 300.0000 9,300.00 31.000 9,300 163 15" CORRUGATED STEEL PIPE (.109" THICK) LF 115.0000 12,650.00 150.500 17,307 164 WELDED STEEL PIPE CASING (BRIDGE) LF 100.0000 15,300.00 41.000 4,100.00 235.000 23,500 165 18" CONCRETE FLARED END SECTION EA 1,900.0000 5,700.00 3.000 5,700 166 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 310.0000 3,100.00 9.400 2,914 (F) (CY) 167 CONCRETE (DITCH LINING) CY 1,280.0000 25,600.00 0.000 0 168 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 35.0000 1,120.00 32.000 1,120 169 DETECTABLE WARNING SURFACE SQFT 30.0000 11,700.00 386.000 11,580 170 MINOR CONCRETE (MISCELLANEOUS CY 695.0000 521,250.00 772.870 537,144 CONSTRUCTION) 171 CONTRAST TREATMENT SURFACE CY 820.0000 62,320.00 94.000 77,080 172 MISCELLANEOUS IRON AND STEEL LB 2.5000 56,500.00 22,814.000 57,035 173 MANHOLE FRAME AND COVER EA 1,500.0000 6,000.00 4.000 6,000 174 MANHOLE FRAME AND COVER (PRESSURE) EA 1,800.0000 3,600.00 3.000 5,400 175 MISCELLANEOUS METAL (BRIDGE) LB 10.0000 14,290.00 1,429.000 14,290 (F) 176 BRIDGE DECK DRAINAGE SYSTEM LB 5.0000 110,405.00 22,081.000 110,405 (F) 177 ABANDON ACP WATER LINE LF 16.0000 8,960.00 560.000 8,960 178 ABANDON WATER LINE LF 17.0000 6,970.00 410.000 6,970 179 WATER VALVE BOX EA 380.0000 6,080.00 16.000 6,080 180 12" GATE VALVE EA 4,000.0000 20,000.00 5.000 20,000 181 REMOVE WATER METER ASSEMBLY EA 900.0000 2,700.00 3.000 2,700 182 JACKED 14" STEEL CASING LF 1,200.0000 228,000.00 190.000 228,000 183 JACKED 16" STEEL CASING LF 1,500.0000 180,000.00 120.000 180,000 184 JACKED 20" STEEL CASING LF 1,600.0000 448,000.00 280.000 448,000 PROGRAM CAS145 PAGE 8 DATE 07/25/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235654 TIME 11:42 AM ESTIMATE NO. 028 BID OPENING 12/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: ABELA, FERNANDO DATE OF THIS ESTIMATE 07/25/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 SEWER MANHOLE FRAME AND COVER (WBSD) EA 750.0000 750.00 1.000 750 186 CLASS 3 SEWER PERMIT (WBSD) LS 2,000.0000 2,000.00 1.000 2,000 187 REMOVE WATER VALVE EA 2,000.0000 6,000.00 3.000 6,000 188 REMOVE FIRE HYDRANT EA 1,800.0000 1,800.00 1.000 1,800 189 FIRE HYDRANT ASSEMBLY EA 5,200.0000 10,400.00 2.000 10,400 190 1" WATER METER ASSEMBLY EA 3,000.0000 9,000.00 3.000 9,000 191 8" HDPE WATER LINE LF 180.0000 64,800.00 360.000 64,800 192 5.375" HDPE WATER LINE LF 270.0000 17,820.00 63.000 17,010 193 10" HDPE WATER LINE LF 225.0000 42,750.00 190.000 42,750 194 16" HDPE WATER LINE LF 180.0000 68,400.00 380.000 68,400 195 CATHODIC PROTECTION & TEST STATION EA 1,600.0000 9,600.00 6.000 9,600 196 2" WATER METER ASSEMBLY EA 4,800.0000 4,800.00 1.000 4,800 197 2" HDPE LATERAL WATER LINE LF 6,600.0000 112,200.00 17.000 112,200 198 PRESSURE TEST, FLUSH, DISINFECT WATER LS 2,500.0000 2,500.00 1.000 2,500 LINE (WATER RELOCATION 1) 199 PRESSURE TEST, FLUSH, DISINFECT WATER LS 2,600.0000 2,600.00 1.000 2,600 LINE (WATER RELOCATION 2) 200 PRESSURE TEST, FLUSH, DISINFECT WATER LS 2,600.0000 2,600.00 1.000 2,600 LINE (WATER RELOCATION 3) 201 PRESSURE TEST, FLUSH, DISINFECT WATER LS 2,600.0000 2,600.00 1.000 2,600 LINE (WATER RELOCATION 4) 202 PRESSURE TEST, FLUSH, DISINFECT WATER LS 2,600.0000 2,600.00 1.000 2,600 LINE (WATER RELOCATION 5) 203 BLOW OFF WITH TRAFFIC RATED LID EA 7,000.0000 14,000.00 2.000 14,000 204 AIR RELEASE VALVE EA 4,800.0000 9,600.00 2.000 9,600 205 COMBINED AIR RELEASE AND BLOW-OFF EA 6,600.0000 13,200.00 2.000 13,200 ASSEMBLY 206 CHAIN LINK FENCE (TYPE CL-6) LF 20.0000 3,800.00 25.000 500.00 240.000 4,800 207 6' CHAIN LINK GATE (TYPE CL-6) EA 700.0000 700.00 3.000 2,100 208 OBJECT MARKER (TYPE P) EA 75.0000 150.00 1.000 75.00 1.000 75 209 OBJECT MARKER (TYPE K-1) EA 75.0000 300.00 0.000 0 210 MIDWEST GUARDRAIL SYSTEM LF 50.0000 6,000.00 120.000 6,000 211 VEGETATION CONTROL (MINOR CONCRETE) SQYD 180.0000 4,500.00 25.000 4,500.00 25.000 4,500 PROGRAM CAS145 PAGE 9 DATE 07/25/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235654 TIME 11:42 AM ESTIMATE NO. 028 BID OPENING 12/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: ABELA, FERNANDO DATE OF THIS ESTIMATE 07/25/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 CHAIN LINK RAILING (TYPE 6 MODIFIED) LF 150.0000 97,350.00 649.000 97,350 (F) 213 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 200.0000 129,800.00 649.000 129,800 (F) 214 DOUBLE THRIE BEAM BARRIER LF 56.0000 33,040.00 0.000 0 215 TRANSITION RAILING (TYPE DTB) EA 4,000.0000 4,000.00 0.000 0 216 TRANSITION RAILING (TYPE WB-31) EA 4,000.0000 8,000.00 2.000 8,000 217 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,800.0000 5,600.00 2.000 5,600 218 CRASH CUSHION, SAND FILLED EA 3,500.0000 7,000.00 4.000 14,000 219 ALTERNATIVE CRASH CUSHION EA 17,100.0000 34,200.00 2.000 34,200 220 CONCRETE BARRIER (TYPE 60) LF 104.0000 83,200.00 479.700 49,888 221 CONCRETE BARRIER (TYPE 60D) LF 75.0000 114,450.00 1,526.000 114,450 222 CONCRETE BARRIER (TYPE 60R) LF 350.0000 101,500.00 100.000 35,000.00 100.000 35,000 223 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 90.0000 52,740.00 586.000 52,740 224 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 120.0000 128,040.00 1,067.000 128,040 (F) 225 CONCRETE BARRIER (TYPE 736SV) LF 175.0000 89,600.00 512.000 89,600 (F) 226 CONCRETE BARRIER (TYPE 742) LF 100.0000 30,300.00 303.000 30,300 (F) 227 CONCRETE BARRIER (TYPE 736SV MODIFIED) LF 140.0000 273,560.00 1,954.000 273,560 (F) 228 CONCRETE BARRIER (TYPE 742 MODIFIED) LF 150.0000 97,350.00 649.000 97,350 (F) 229 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 230 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 44,160.00 163.000 978.00 7,426.000 44,556 231 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 232 GREEN PAVEMENT MARKING SQFT 26.0000 39,000.00 1,488.000 38,688.00 1,488.000 38,688 233 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 51,000.00 152.000 152.00 18,946.000 18,946 (ENHANCED WET NIGHT VISIBILITY) 234 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 205.00 93.000 46 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 235 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 8,050.00 7,159.000 3,579.50 7,159.000 3,579 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 236 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 10,850.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) PROGRAM CAS145 PAGE 10 DATE 07/25/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235654 TIME 11:42 AM ESTIMATE NO. 028 BID OPENING 12/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: ABELA, FERNANDO DATE OF THIS ESTIMATE 07/25/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 237 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 3,150.00 13.000 19.50 3,391.000 5,086 (ENHANCED WET NIGHT VISIBILITY) 238 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 1,507.50 246.000 184.50 2,677.000 2,007 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 239 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 23,200.00 3,751.000 7,502.00 7,502.000 15,004 (ENHANCED WET NIGHT VISIBILITY) 240 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 7,220.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 241 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 5,880.00 2,130.000 6,390 242 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 12,120.00 9.000 36.00 643.000 2,572 243 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 75,000.0000 75,000.00 0.990 74,250 SYSTEM ELEMENTS DURING CONSTRUCTION 244 SIGNAL AND LIGHTING (LOCATION 1) LS 200,000.0000 200,000.00 1.000 200,000 245 SIGNAL AND LIGHTING (LOCATION 2) LS 200,000.0000 200,000.00 1.000 200,000 246 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 300,000.0000 300,000.00 1.000 300,000 247 LIGHTING LS 300,000.0000 300,000.00 1.000 300,000 248 LIGHTING (CITY STREET) LS 40,000.0000 40,000.00 1.000 40,000 249 LIGHTING (STAGE CONSTRUCTION) LS 100,000.0000 100,000.00 1.000 100,000 250 RAMP METERING SYSTEM LS 250,000.0000 250,000.00 1.000 250,000 251 RAMP METERING SYSTEM LS 100,000.0000 100,000.00 0.850 85,000 (STAGE CONSTRUCTION) 252 FIBER OPTIC SYSTEM LS 200,000.0000 200,000.00 1.000 200,000 253 FIBER OPTIC SYSTEM (STAGE CONSTRUCTION) LS 100,000.0000 100,000.00 0.750 75,000 254 WATER METER CHARGES LS 40,000.0000 40,000.00 1.000 40,000 255 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 256 STRUCTURE BACKFILL (SLURRY CEMENT) CY 350.0000 12,250.00 0.000 0 (F) 257 METAL (ROADSIDE SIGN) (SOUNDWALL MOUNTED LB 12.0000 11,520.00 960.000 11,520.00 960.000 11,520 SIGN) 258 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 259 TEMPORARY TRAFFIC SCREEN LF 8.0000 18,960.00 3,042.000 24,336 PROGRAM CAS145 PAGE 11 DATE 07/25/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235654 TIME 11:42 AM ESTIMATE NO. 028 BID OPENING 12/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: ABELA, FERNANDO DATE OF THIS ESTIMATE 07/25/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 686,274.45 36,618,178.37 ADJUSTMENT OF COMPENSATION 25,011.50 522,778.23 EXTRA WORK 564,448.05 4,208,830.67 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,275,734.00 41,349,787.27 260 MOBILIZATION LS 3,790,000.0000 3,790,000.00 1.000 3,790,000 ORIGINAL CONTRACT AMOUNT 41,053,398.20 TOTAL WORK COMPLETED 1,275,734.00 45,139,787.27 MATERIALS ON HAND ON SITE -300,000.00 500,000.00 DEDUCTIONS 0.00 -24,000.00 TOTAL 975,734.00 45,615,787.27 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 03/14/17 305 05/01/17 05/08/17 04/16/19 486 68 109 0 94% 100% PROGRESS IS SATISFACTORY ABELA, FERNANDO RESIDENT ENGINEER PROGRAM CAS145 DATE 07/25/19