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 06/18/19 EST. NO. 054 TIME 11:09 AM R.E. NAME: CHAUDHARI, SUSHILKUMAR 07-2881U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0040 750.00 E.W. @ U.P (+) 042319 N 1827.0 0041 750.00 042319 N 1828.0 003 0177 106.62 E.W. @ F.A.(+) 051717 N 0312.1 041 0041 14,933.61 E.W. @ F.A.(+) 051317 N 0310.0 132 0009 2,954.03 E.W. @ F.A.(+) 051618 N 1145.2 158 0025 593.59 E.W. @ F.A.(+) 030819 N 1839.0 160 0002 5,162.26 E.W. @ F.A.(+) 041019 N 1850.0 0003 5,162.26 041119 N 1851.0 0004 1,033.01 041219 N 1852.0 163 0066 290.59 E.W. @ F.A.(+) 031519 N 1817.1 174 0001 5,221.93 E.W. @ F.A.(+) 042519 N 1835.0 0002 4,958.39 050119 N 1836.0 0003 3,612.86 050219 N 1837.0 0004 4,067.32 050319 N 1838.0 0005 3,966.52 042619 N 1830.0 0006 3,158.45 050919 N 1831.0 0007 3,908.76 042219 N 1832.0 0008 4,238.93 042319 N 1833.0 0009 4,235.11 042419 N 1834.0 177 0012 1,721.33 E.W. @ F.A.(+) 031819 N 1823.1 70,825.57 TOTAL THIS ESTIMATE 19,448,263.60 TOTAL PREVIOUS ESTIMATE 19,519,089.17 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 06/18/19 EST. NO. 054 TIME 11:09 AM R.E. NAME: CHAUDHARI, SUSHILKUMAR 07-2881U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PLANT OUT OF COMPL -4,305.00 017 CEM 4401 2016 S.W. -10,000.00 022 SWPPP MCS -5,000.00 029 LATE CLOSURE OPENING -7,500.00 032 SWPPP VIOLATION -5,000.00 032 CEM 4401 ANNUAL 2017 -10,000.00 034 COZEEP NOT CANCELLED -920.00 034 CEM 4401 ANNUAL 2017 10,000.00 035 LATE OPENING JAN 24 -15,600.00 035 LATE OPENING JAN 27 -11,400.00 035 RE-STAKING CHARGES -1,775.00 036 CEM 4401 2016 S.W. 10,000.00 036 LATE CLOSURE OPENING -134,800.00 040 LATE CLOSURE PICK UP -6,800.00 042 0.00 -193,100.00 LABOR COMPLIANCE VIOLATION MISSING CPR'S -9,000.00 004 FEB MISSING CPR'S -6,000.00 011 MISSING CPR'S 9,000.00 012 JUNE MISSING CPR'S -8,000.00 016 JULY MISSING CPRS -10,000.00 017 JUNE MISSING CPR'S 8,000.00 018 FEB MISSING CPR'S 6,000.00 018 JULY MISSING CPRS 10,000.00 018 CPR SEPT-NOV 2017 -10,000.00 033 CPR SEPT-NOV 2017 10,000.00 036 FEB CPR'S 2018 -3,000.00 036 FEB CPR'S 2018 3,000.00 037 CPR MARCH-APRIL 2018 -4,000.00 039 CPR MARCH-APRIL 2018 4,000.00 040 COOPER ENG INC 2018 -6,000.00 041 COOPER ENG INC 2018 6,000.00 044 INTEGRITY REBR CPR18 -6,000.00 046 CPR FEB 2019 -6,000.00 050 CPR FEB 2019 6,000.00 052 MAR-APR CPR-19 -5,000.00 053 0.00 -11,000.00 TOTAL DEDUCTIONS 0.00 -204,100.00 PROGRAM CAS145 PAGE 1 DATE 06/18/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2881U4 TIME 11:09 AM ESTIMATE NO. 054 BID OPENING 10/16/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/18 R.E. NAME: CHAUDHARI, SUSHILKUMAR DATE OF THIS ESTIMATE 06/18/19 LOCATION RERUN PROGRESS ESTIMATE 07-LA-210-R16.1/R25.8 ----------------------- FLATIRON WEST, INC. IN & NR GLENDALE & LA CANADA FLINTR 1770 LA COSTA MEADOWS DRIVE IDGE FR DUNSMORE AV/N LOS ROBLES AV SAN MARCOS CA 92078 FED. AID NO. NHPI- 210-1(823)E ROADWAY REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 15,000.0000 15,000.00 1.000 15,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 25,000.0000 25,000.00 0.700 17,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 5,000.0000 3,200,000.00 48.000 240,000.00 759.000 3,795,000 004 CONSTRUCTION AREA SIGNS LS 180,000.0000 180,000.00 1.000 180,000 005 TRAFFIC CONTROL SYSTEM LS 2,600,000.0000 2,600,000.00 1.000 2,600,000 006 TYPE III BARRICADE EA 150.0000 30,000.00 74.000 11,100 007 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 47,400.00 1,555.000 46,650 008 TRAFFIC PLASTIC DRUM EA 102.0000 43,860.00 430.000 43,860 009 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,300.0000 6,500.00 5.000 6,500 010 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 011 TEMPORARY RAILING (TYPE K) LF 6.0000 1,722,000.00 309,105.000 1,854,630 012 TEMPORARY CRASH CUSHION EA 182.0000 161,980.00 1,160.000 211,120 013 JOB SITE MANAGEMENT LS 150,000.0000 150,000.00 1.000 150,000 014 PREPARE STORM WATER POLLUTION PREVENTION LS 4,000.0000 4,000.00 0.250 1,000.00 1.000 4,000 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 27,500.00 13.000 6,500 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 250.0000 4,000.00 11.000 2,750 017 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 3.000 6,000 018 MOVE-IN/MOVE-OUT EA 715.0000 8,580.00 0.000 0 (TEMPORARY EROSION CONTROL) 019 TEMPORARY COVER SQYD 2.5000 25,000.00 5,523.000 13,807 020 TEMPORARY DRAINAGE INLET PROTECTION EA 208.0000 41,600.00 200.000 41,600 021 TEMPORARY FIBER ROLL LF 4.5500 118,300.00 22,560.000 102,648 022 TEMPORARY GRAVEL BAG BERM LF 3.3500 83,750.00 7,100.000 23,785 PROGRAM CAS145 PAGE 2 DATE 06/18/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2881U4 TIME 11:09 AM ESTIMATE NO. 054 BID OPENING 10/16/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/18 R.E. NAME: CHAUDHARI, SUSHILKUMAR DATE OF THIS ESTIMATE 06/18/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY SILT FENCE LF 3.0000 45,000.00 0.000 0 024 TEMPORARY CONSTRUCTION ENTRANCE EA 4,500.0000 216,000.00 35.000 157,500 025 STREET SWEEPING LS 385,000.0000 385,000.00 1.000 385,000 026 TEMPORARY CONCRETE WASHOUT LS 210,000.0000 210,000.00 1.000 210,000 027 WORK AREA MONITORING (BRIDGE) LS 20,000.0000 20,000.00 1.000 20,000 028 TREATED WOOD WASTE LB 0.1500 83,250.00 121,239.160 18,185.87 452,605.000 67,890 029 PUBLIC SAFETY PLAN LS 5,000.0000 5,000.00 1.000 5,000 030 REPAIR SPALLED SURFACE AREA SQFT 24.0000 54,432.00 2,014.000 48,336 031 REMOVE CHAIN LINK FENCE LF 31.0000 558.00 18.000 558 032 REMOVE GUARDRAIL LF 3.5000 98,350.00 24,867.500 87,036 033 REMOVE IRRIGATION FACILITY LS 3,100.0000 3,100.00 1.000 3,100.00 1.000 3,100 034 REMOVE PAINTED TRAFFIC STRIPE LF 0.2000 140,200.00 1,312,510.000 262,502 035 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 85,000.00 318,308.000 79,577 036 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.3500 4,324.00 307.000 721 037 REMOVE PAVEMENT MARKER EA 0.2500 5,425.00 86,179.000 21,544 038 REMOVE CHANNELIZERS EA 9.0000 1,530.00 80.000 720 039 REMOVE ROADSIDE SIGN EA 170.0000 13,940.00 85.000 14,450 040 REMOVE ROADSIDE SIGN PANEL EA 52.0000 208.00 5.000 260 041 REMOVE SIGN STRUCTURE (EA) EA 2,050.0000 94,300.00 46.000 94,300 042 REMOVE ASPHALT CONCRETE DIKE LF 1.2500 186,250.00 72,349.000 90,436 043 REMOVE PIPE (LF) LF 11.0000 38,500.00 3,456.000 38,016 044 REMOVE INLET EA 1,000.0000 73,000.00 73.000 73,000 045 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 7.2000 2,037,600.00 296,870.000 2,137,464 046 REMOVE BASE AND SURFACING CY 23.0000 22,080.00 942.000 21,666 047 REMOVE CONCRETE DECK SURFACE SQFT 16.0000 28,960.00 2,065.000 33,040 048 SALVAGE PRECAST CONCRETE SLABS SQFT 6.5000 79,950.00 1,008.000 6,552 049 SALVAGE IRRIGATION FACILITY LS 8,505.0000 8,505.00 1.000 8,505 PROGRAM CAS145 PAGE 3 DATE 06/18/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2881U4 TIME 11:09 AM ESTIMATE NO. 054 BID OPENING 10/16/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/18 R.E. NAME: CHAUDHARI, SUSHILKUMAR DATE OF THIS ESTIMATE 06/18/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 RELOCATE ROADSIDE SIGN EA 330.0000 330.00 1.000 330 051 ADJUST INLET EA 1,500.0000 3,000.00 2.000 3,000 052 ADJUST PULL BOX EA 500.0000 20,000.00 0.000 0 053 MODIFY INLET EA 2,000.0000 28,000.00 14.000 28,000 054 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.6000 180,180.00 61,144.000 158,974 055 REMOVE CONCRETE BARRIER LF 11.5000 369,150.00 32,100.000 369,150 056 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.3000 4,131.00 10,134.460 3,040 057 REFINISH BRIDGE DECK SQFT 1.4500 11,034.50 0.000 0 058 FURNISH POLYESTER CONCRETE OVERLAY CF 98.0000 151,900.00 1,958.990 191,981 059 PLACE POLYESTER CONCRETE OVERLAY SQFT 3.2500 44,752.50 13,770.000 44,752 (F) 060 CAP INLET EA 1,100.0000 1,100.00 1.000 1,100 061 REMOVE CRASH CUSHION EA 165.0000 660.00 4.000 660 062 BRIDGE REMOVAL (PORTION), LOCATION A LS 25,000.0000 25,000.00 1.000 25,000 063 BRIDGE REMOVAL (PORTION), LOCATION B LS 25,000.0000 25,000.00 1.000 25,000 064 BRIDGE REMOVAL (PORTION), LOCATION C LS 25,000.0000 25,000.00 1.000 25,000 065 BRIDGE REMOVAL (PORTION), LOCATION D LS 25,000.0000 25,000.00 1.000 25,000 066 BRIDGE REMOVAL (PORTION), LOCATION E LS 25,000.0000 25,000.00 1.000 25,000 067 BRIDGE REMOVAL (PORTION), LOCATION F LS 25,000.0000 25,000.00 1.000 25,000 068 BRIDGE REMOVAL (PORTION), LOCATION G LS 25,000.0000 25,000.00 1.000 25,000 069 BRIDGE REMOVAL (PORTION), LOCATION H LS 25,000.0000 25,000.00 1.000 25,000 070 BRIDGE REMOVAL (PORTION), LOCATION I LS 25,000.0000 25,000.00 1.000 25,000 071 BRIDGE REMOVAL (PORTION), LOCATION J LS 25,000.0000 25,000.00 1.000 25,000 072 BRIDGE REMOVAL (PORTION), LOCATION K LS 25,000.0000 25,000.00 1.000 25,000 073 BRIDGE REMOVAL (PORTION), LOCATION L LS 25,000.0000 25,000.00 1.000 25,000 074 BRIDGE REMOVAL (PORTION), LOCATION M LS 25,000.0000 25,000.00 1.000 25,000 075 BRIDGE REMOVAL (PORTION), LOCATION N LS 25,000.0000 25,000.00 1.000 25,000 076 BRIDGE REMOVAL (PORTION), LOCATION O LS 25,000.0000 25,000.00 1.000 25,000 PROGRAM CAS145 PAGE 4 DATE 06/18/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2881U4 TIME 11:09 AM ESTIMATE NO. 054 BID OPENING 10/16/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/18 R.E. NAME: CHAUDHARI, SUSHILKUMAR DATE OF THIS ESTIMATE 06/18/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 BRIDGE REMOVAL (PORTION), LOCATION P LS 25,000.0000 25,000.00 1.000 25,000 078 CLEARING AND GRUBBING (LS) LS 75,000.0000 75,000.00 1.000 75,000 079 ROADWAY EXCAVATION CY 12.3500 3,420,950.00 241,172.220 2,978,476 080 ROADWAY EXCAVATION (TYPE Z-2) CY 180.0000 221,400.00 1,134.780 204,260 (AERIALLY DEPOSITED LEAD) 081 STRUCTURE EXCAVATION (BRIDGE) CY 15.0000 16,905.00 1,002.000 15,030 (F) 082 STRUCTURE EXCAVATION (RETAINING WALL) CY 50.0000 49,250.00 166.000 8,300.00 964.000 48,200 (F) 083 STRUCTURE BACKFILL (BRIDGE) CY 32.0000 36,064.00 1,002.000 32,064 (F) 084 STRUCTURE BACKFILL (RETAINING WALL) CY 164.0000 84,460.00 155.000 25,420 (F) 085 PERVIOUS BACKFILL MATERIAL (RETAINING CY 62.0000 6,820.00 35.000 2,170 (F) WALL) 086 DITCH EXCAVATION CY 35.0000 25,550.00 730.000 25,550 087 ROADSIDE CLEARING LS 11,000.0000 11,000.00 1.000 11,000 088 SLOW-RELEASE FERTILIZER LB 7.0000 490.00 70.000 490 089 PLANT ESTABLISHMENT WORK LS 30,000.0000 30,000.00 0.580 17,400.00 0.760 22,800 090 CHECK AND TEST EXISTING IRRIGATION LS 690.0000 690.00 1.000 690 FACILITIES 091 OPERATE EXISTING IRRIGATION FACILITIES LS 10,000.0000 10,000.00 1.000 10,000 092 CONTROL AND NEUTRAL CONDUCTORS LS 16,000.0000 16,000.00 1.000 16,000 093 1" REMOTE CONTROL VALVE EA 530.0000 530.00 1.000 530 094 1 1/4" REMOTE CONTROL VALVE EA 550.0000 2,750.00 5.000 2,750 095 1 1/2" REMOTE CONTROL VALVE EA 585.0000 8,775.00 15.000 8,775 096 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 75.0000 3,150.00 42.000 3,150 097 2 1/2" GATE VALVE EA 800.0000 800.00 1.000 800 098 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.0000 1,140.00 380.000 1,140 (F) LINE) 099 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.0000 1,820.00 455.000 1,820 (F) LINE) 100 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 4.0000 2,520.00 630.000 2,520 (F) (SUPPLY LINE) 101 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 4.0000 1,000.00 250.000 1,000 (F) (SUPPLY LINE) 102 2" PLASTIC PIPE (SCHEDULE 40) LF 4.6500 4,743.00 1,020.000 4,743 (F) (SUPPLY LINE) 103 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 7.0000 6,090.00 870.000 6,090 (F) (SUPPLY LINE) PROGRAM CAS145 PAGE 5 DATE 06/18/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2881U4 TIME 11:09 AM ESTIMATE NO. 054 BID OPENING 10/16/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/18 R.E. NAME: CHAUDHARI, SUSHILKUMAR DATE OF THIS ESTIMATE 06/18/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 BALL VALVE EA 500.0000 2,000.00 4.000 2,000 105 CLASS 3 AGGREGATE BASE (CY) CY 13.0000 995,800.00 45,190.760 587,479 106 AGGREGATE BASE CEMENT SLURRY CY 60.0000 1,080,000.00 0.000 0 107 ALTERNATE TREATED BASE CY 125.0000 6,250,000.00 49,614.830 6,201,853 108 LEAN CONCRETE BASE RAPID SETTING CY 460.0000 1,840.00 0.000 0 109 REPLACE BASE CY 300.0000 108,000.00 350.000 105,000 110 BASE BOND BREAKER SQYD 1.4000 686,000.00 425,262.860 595,368 111 HIGH FRICTION SURFACE TREATMENT SQYD 30.0000 546,000.00 18,954.000 568,620 112 REPLACE ASPHALT CONCRETE SURFACING CY 155.0000 1,236,900.00 8,416.120 1,304,498 113 HOT MIX ASPHALT, SUPERPAVE (TYPE A) TON 90.0000 375,300.00 4,698.210 422,838 114 RUBBERIZED HOT MIX ASPHALT, TON 100.0000 772,000.00 7,002.400 700,240 SUPERPAVE (GAP GRADED) 115 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.0000 127,000.00 39,781.000 39,781 116 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.2500 3,062.50 2,997.000 3,746 117 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.0000 1,520.00 743.000 1,486 118 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.2500 1,305.00 462.000 1,039 119 CONTINUOUSLY REINFORCED CONCRETE CY 288.0000 43,200.00 134.000 38,592 PAVEMENT 120 CONTINUOUSLY REINFORCED CONCRETE CY 486.0000 252,720.00 518.330 251,908 PAVEMENT-RAPID STRENGTH CONCRETE 121 JOINTED PLAIN CONCRETE PAVEMENT CY 165.0000 15,708,000.00 96,193.000 15,871,845 122 JOINTED PLAIN CONCRETE PAVEMENT CY 350.0000 63,000.00 300.870 105,304 (RSC) 123 PRECAST JOINTED CONCRETE PAVEMENT CY 465.0000 15,903,000.00 25,707.370 11,953,927 (PJCP) 124 SHOULDER CONCRETE PAVEMENT CY 231.0000 519,750.00 2,112.000 487,872 125 INDIVIDUAL PRECAST SLAB REPLACEMENT CY 1,000.0000 520,000.00 519.850 519,850 (IPSR) 126 GRIND EXISTING CONCRETE SQYD 4.5000 1,894,500.00 511,548.000 2,301,966 PAVEMENT 127 60" CAST-IN-DRILLED-HOLE CONCRETE LF 785.0000 855,650.00 1,104.700 867,189 PILE (SIGN FOUNDATION) 128 STRUCTURAL CONCRETE, BRIDGE CY 880.0000 169,840.00 193.000 169,840 (F) 129 STRUCTURAL CONCRETE, RETAINING WALL CY 345.0000 144,900.00 99.000 34,155.00 229.000 79,005 (F) 130 AGGREGATE BASE (APPROACH SLAB) CY 180.0000 133,740.00 1,523.380 274,208 PROGRAM CAS145 PAGE 6 DATE 06/18/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2881U4 TIME 11:09 AM ESTIMATE NO. 054 BID OPENING 10/16/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/18 R.E. NAME: CHAUDHARI, SUSHILKUMAR DATE OF THIS ESTIMATE 06/18/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 STRUCTURAL CONCRETE, APPROACH SLAB CY 630.0000 4,690,350.00 6,697.240 4,219,261 (TYPE R) 132 MINOR CONCRETE (MINOR STRUCTURE) CY 1,574.0000 462,756.00 294.000 462,756 (F) 133 PAVING NOTCH EXTENSION CF 65.0000 274,625.00 6,327.900 411,313 134 DRILL AND BOND DOWEL LF 25.0000 13,625.00 579.000 14,475 135 CLEAN EXPANSION JOINT LF 45.0000 34,200.00 814.800 36,666 136 JOINT SEAL (MR 1/2") LF 31.0000 103,137.00 3,097.040 96,008 137 JOINT SEAL (MR 1") LF 36.0000 82,800.00 2,159.690 77,748 138 JOINT SEAL (MR 1 1/2") LF 72.0000 99,720.00 1,416.340 101,976 139 JOINT SEAL (MR 2") LF 125.0000 78,625.00 606.920 75,865 140 BAR REINFORCING STEEL (BRIDGE) LB 1.4500 36,975.00 25,500.000 36,975 (F) 141 BAR REINFORCING STEEL (RETAINING WALL) LB 0.9000 70,569.00 29,963.000 26,966.70 59,121.000 53,208 (F) 142 FURNISH SIGN STRUCTURE (TRUSS) LB 2.5000 2,260,572.50 904,229.000 2,260,572 (F) 143 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2600 235,099.54 904,229.000 235,099 (F) 144 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 8.5000 97,750.00 11,431.400 97,166 145 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 17.4000 87,870.00 5,050.000 87,870 146 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 21.6000 16,200.00 750.000 16,200 147 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.5000 1,380.00 120.000 1,380 (0.063"-UNFRAMED) 148 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.3500 7,904.00 640.000 7,904 (0.080"-UNFRAMED) 149 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.7500 1,386.00 88.000 1,386 (0.063"-FRAMED) 150 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.4500 12,666.50 770.000 12,666 (0.080"-FRAMED) 151 ROADSIDE SIGN - ONE POST EA 228.0000 11,628.00 51.000 11,628 152 ROADSIDE SIGN - TWO POST EA 1,420.0000 41,180.00 29.000 41,180 153 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 228.0000 5,472.00 24.000 5,472 METHOD) 154 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 7.0000 35,350.00 5,050.000 35,350 155 INSTALL SIGN PANEL SOUND WALL/BARRIER EA 8,000.0000 16,000.00 2.000 16,000 MOUNTED 156 PREPARE AND CLEAN CONCRETE SURFACES SQFT 0.9700 159,176.03 164,099.000 159,176 157 PAINT CONCRETE SURFACES SQFT 0.9700 159,176.03 164,099.000 159,176 PROGRAM CAS145 PAGE 7 DATE 06/18/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2881U4 TIME 11:09 AM ESTIMATE NO. 054 BID OPENING 10/16/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/18 R.E. NAME: CHAUDHARI, SUSHILKUMAR DATE OF THIS ESTIMATE 06/18/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 ANTI-GRAFFITI COATING SQFT 0.9700 159,176.03 164,099.000 159,176 (F) 159 15" REINFORCED CONCRETE PIPE LF 90.0000 167,400.00 1,855.000 166,950 160 18" REINFORCED CONCRETE PIPE LF 68.0000 161,160.00 2,348.000 159,664 161 24" REINFORCED CONCRETE PIPE LF 423.0000 3,384.00 16.000 6,768 162 36" REINFORCED CONCRETE PIPE LF 645.0000 3,870.00 6.000 3,870 163 12" SLOTTED CORRUGATED STEEL PIPE LF 92.0000 14,720.00 420.000 38,640 (.079" THICK) 164 18" SLOTTED CORRUGATED STEEL PIPE LF 83.0000 363,540.00 4,283.500 355,530 (.079" THICK) 165 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 22.0000 104,940.00 4,770.000 104,940 166 6" NON-PERFORATED PLASTIC PIPE LF 310.0000 17,980.00 58.000 17,980 UNDERDRAIN 167 PERMEABLE MATERIAL (BLANKET) CY 89.0000 61,588.00 692.000 61,588 (F) 168 GRATED LINE DRAIN LF 74.0000 202,020.00 2,730.000 202,020 169 6" ALTERNATIVE PIPE RISER LF 128.0000 16,640.00 130.000 16,640 170 CONCRETE (CHANNEL LINING) CY 525.0000 210,000.00 400.000 210,000 171 SLOPE PAVING (CONCRETE) CY 325.0000 299,000.00 1,698.000 551,850 172 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.0000 19,160.00 0.000 0 173 MINOR CONCRETE (GUTTER) (LF) LF 20.0000 10,400.00 224.000 4,480 174 MINOR CONCRETE (DRIVEWAY) CY 312.0000 18,720.00 60.000 18,720 175 MINOR CONCRETE (STAMPED CONCRETE) SQFT 13.0000 999,700.00 74,596.000 969,748 176 MINOR CONCRETE (CURB, SIDEWALK AND CY 771.0000 115,650.00 150.000 115,650 CURB RAMP) 177 PRE/POST CONSTRUCTION SURVEYS EA 475.0000 29,450.00 31.000 14,725 178 MISCELLANEOUS IRON AND STEEL LB 1.3000 116,643.80 89,726.000 116,643 (F) 179 CHAIN LINK FENCE (TYPE CL-6) LF 31.0000 1,891.00 61.000 1,891 180 4' CHAIN LINK GATE (TYPE CL-6) EA 1,535.0000 38,375.00 23.000 35,305 181 DELINEATOR (CLASS 1) EA 56.0000 15,120.00 262.000 14,672 182 INSTALL MEDIAN MILEAGE PANEL EA 102.0000 6,528.00 69.000 7,038 183 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 25.0000 207,750.00 10,738.500 268,462 184 VEGETATION CONTROL (MINOR CONCRETE) SQYD 38.0000 198,740.00 4,600.000 174,800 PROGRAM CAS145 PAGE 8 DATE 06/18/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2881U4 TIME 11:09 AM ESTIMATE NO. 054 BID OPENING 10/16/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/18 R.E. NAME: CHAUDHARI, SUSHILKUMAR DATE OF THIS ESTIMATE 06/18/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 CONCRETE BARRIER (TRANSITION) LF 378.0000 50,274.00 133.000 50,274 186 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 43.0000 13,330.00 200.000 8,600 (WOOD POST) 187 CABLE RAILING LF 18.2500 9,344.00 224.000 4,088 (F) 188 TRANSITION RAILING (TYPE WB-31) EA 3,210.0000 115,560.00 38.000 121,980 189 END CAP (TYPE A) EA 182.0000 910.00 5.000 910 190 END ANCHOR ASSEMBLY (TYPE SFT) EA 910.0000 29,120.00 25.000 22,750 191 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,015.0000 99,495.00 34.000 102,510 192 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,670.0000 64,080.00 23.000 61,410 193 CRASH CUSHION(TYPE SCI SMART 100 GM) EA 42,500.0000 255,000.00 9.000 382,500 194 RUSTIC ROCK BARRIER PATTERN LF 5.6000 424,065.60 75,726.000 424,065 (F) 195 CONCRETE BARRIER (TYPE 60A MODIFIED) LF 44.5000 193,085.50 4,339.000 193,085 (F) 196 CONCRETE BARRIER (TYPE 60A MODIFIED 1) LF 85.6000 56,153.60 656.000 56,153 (F) 197 CONCRETE ANCHOR BLOCK CY 2,750.0000 52,250.00 21.000 57,750 198 CONCRETE BARRIER (TYPE 60F MODIFIED) LF 250.0000 10,000.00 40.000 10,000 199 CONCRETE BARRIER (TYPE 60F) LF 200.0000 588,000.00 3,187.500 637,500 200 CONCRETE BARRIER (TYPE 60) LF 37.2500 510,325.00 13,744.500 511,982 201 CONCRETE BARRIER (TYPE 60C) LF 156.0000 48,360.00 310.000 48,360 202 CONCRETE BARRIER (TYPE 60D) LF 62.0000 32,240.00 223.000 13,826 203 CONCRETE BARRIER (TYPE 60W) LF 181.0000 175,570.00 5,823.000 1,053,963 204 CONCRETE BARRIER (TYPE 60W MODIFIED) LF 145.0000 2,798,500.00 14,724.000 2,134,980 205 CONCRETE BARRIER (TYPE 736B MODIFIED) LF 81.2500 1,593,718.75 18,028.500 1,464,815 (F) 206 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3700 113,590.00 326,162.000 120,679 207 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9500 36,195.00 48,636.000 46,204 208 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5900 15,222.00 24,369.000 14,377 (BROKEN 12-3) 209 THERMOPLASTIC PAVEMENT MARKING SQFT 2.9700 18,087.30 8,210.000 24,383 210 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2100 75,180.00 357,439.000 75,062 (BROKEN 36-12) 211 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2400 2,301.60 11,938.000 2,865 (BROKEN 17-7) PROGRAM CAS145 PAGE 9 DATE 06/18/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2881U4 TIME 11:09 AM ESTIMATE NO. 054 BID OPENING 10/16/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/18 R.E. NAME: CHAUDHARI, SUSHILKUMAR DATE OF THIS ESTIMATE 06/18/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5900 1,150.50 1,785.000 1,053 (BROKEN 36-12) 213 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 214 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1000 111,000.00 2,953,547.000 295,354 215 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1900 35,581.00 2,199.000 2,616 216 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.6200 56,854.00 52,363.000 137,191 217 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 9,000.0000 9,000.00 1.000 9,000 SYSTEM ELEMENTS DURING CONSTRUCTION 218 LIGHTING (TEMPORARY) LS 215,000.0000 215,000.00 1.000 215,000 219 TEMPORARY MICROWAVE VEHICLE DETECTION LS 105,000.0000 105,000.00 1.000 105,000 SYSTEM (MVDS) 220 INDUCTIVE LOOP DETECTOR (LS) LS 115,000.0000 115,000.00 0.020 2,300.00 1.000 115,000 221 MODIFY RAMP METERING SYSTEM LS 150,000.0000 150,000.00 0.015 2,250.00 1.000 150,000 222 MODIFY AUTOMATIC VEHICLE CLASSIFICATION LS 35,000.0000 35,000.00 0.946 33,110.00 1.000 35,000 STATION 223 MODIFY LIGHTING AND SIGN ILLUMINATION LS 4,400,000.0000 4,400,000.00 0.012 52,800.00 0.990 4,356,000 224 TUNNELS AND CONTROL BUILDING LS 5,000,000.0000 5,000,000.00 0.994 4,970,000 225 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 226 PLANT (GROUP H) EA 0.7200 26,136.00 36,300.000 26,136 227 TACK COAT TON 1,240.0000 68,200.00 52.680 65,323 228 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 229 ISOLATION JOINT SEAL (PREFORMED LF 6.5000 1,040,000.00 241,963.000 1,572,759 COMPRESSION) PROGRAM CAS145 PAGE 10 DATE 06/18/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2881U4 TIME 11:09 AM ESTIMATE NO. 054 BID OPENING 10/16/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/18 R.E. NAME: CHAUDHARI, SUSHILKUMAR DATE OF THIS ESTIMATE 06/18/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 439,567.57 93,389,287.97 ADJUSTMENT OF COMPENSATION 0.00 7,128,053.12 EXTRA WORK 70,825.57 12,391,036.05 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 510,393.14 112,908,377.14 230 MOBILIZATION LS 8,000,000.0000 8,000,000.00 1.000 8,000,000 ORIGINAL CONTRACT AMOUNT 105,495,711.78 TOTAL WORK COMPLETED 510,393.14 120,908,377.14 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -204,100.00 TOTAL 510,393.14 120,704,277.14 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 02/27/15 890 04/23/15 04/23/15 07/20/19 640 163 0 0 96% 72% PROGRESS IS SATISFACTORY CHAUDHARI, SUSHILKUMAR RESIDENT ENGINEER PROGRAM CAS145 DATE 06/18/19