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 03/23/16 EST. NO. 059 TIME 01:00 PM R.E. NAME: LOPEZ, JOSEPH 08-448404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 085 0001 239,800.00 E.W. @ U.P (+) 030716 N 1 0 0002 4,796.00 031816 N 2 0 117 0002 1,512.65 A.C. @ L.S.(+) 031816 N 180393 134 0001 197,628.20 E.W. @ U.P (+) 031816 N 1 0 136 0002 7,163.20 E.W. @ U.P (+) 022016 N 2 0 0003 20,723.67 022016 N 3 0 471,623.72 TOTAL THIS ESTIMATE 8,189,708.78 TOTAL PREVIOUS ESTIMATE 8,661,332.50 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 03/23/16 EST. NO. 059 TIME 01:00 PM R.E. NAME: LOPEZ, JOSEPH 08-448404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PERFORMANCE FAILURE -889,324.17 012 SWPPP NON-COMPLIANCE -391,379.42 012 PERFORMANCE FAILURE 889,324.17 013 PERFORMANCE FAILURE -694,374.73 013 SWPPP NON-COMPLIANCE 391,379.42 013 PERFORMANCE FAILURE 694,374.73 015 PERFORMANCE FAILURE -867,977.50 017 PERFORMANCE FAILURE -540,367.32 017 PERFORMANCE FAILURE -12,216.56 017 PERFORMANCE FAILURE 867,977.50 018 PERFORMANCE FAILURE 540,367.32 018 PERFORMANCE FAILURE 12,216.56 018 SWPPP PERF. FAILURE -943,538.61 019 SWPPP PERF. FAILURE -96,321.57 019 SWPPP PERF FAILURE 943,538.61 020 SWPPP PERF FAILURE 96,321.57 020 CLOSURE LATE OPENING -181,870.00 032 LATE FULL FW CLOSURE -8,261.00 034 RESTAKING -4,965.00 034 RESTAKING CHARGE REL 1,420.00 036 LATE OPEN CLOSURE -4,116.00 042 UNDER PAYMENT WAGES -10,000.00 053 UNDERPAYMENT OF WAGE -10,000.00 054 UNDERPAYMENT WAGES -10,000.00 055 UNDER PAYMENT WAGES -10,000.00 057 WAGE UNDER PAYMENT -10,000.00 058 0.00 -247,792.00 EQUAL EMPLOYMENT OPPORTUNITY FEDERAL EEO REPORT -10,000.00 036 FEDERAL EEO REPORT 10,000.00 039 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -10,000.00 012 PAYROLL RECEIVED 10,000.00 016 DELINQUENT PAYROLLS -3,000.00 023 DELINQUENT PAYROLLS 3,000.00 025 MISSING PAYROLLS -10,000.00 036 MISSING CPR'S -10,000.00 039 DELINQUENT CPR -10,000.00 040 DELINQUENT CPR -10,000.00 041 DELINQUENT CPR 6,000.00 042 DELINQUENT CPR 2,000.00 042 MISSING CPR'S 8,000.00 042 MISSING PAYROLLS 5,000.00 042 DELIN/INADEQUATE CPR -9,000.00 043 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 03/23/16 EST. NO. 059 TIME 01:00 PM R.E. NAME: LOPEZ, JOSEPH 08-448404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- DELINQUENT CPR 2,000.00 043 DELIN/INADEQUATE CPR -10,000.00 044 DELIN CPR EST #40 3,000.00 050 DELIN CPR EST #41 1,000.00 050 DELIN CPR EST #43 8,000.00 050 DELIN/INADEQUATE CPR -10,000.00 050 DELINQUENT DOCUMENTS -10,000.00 051 0.00 -44,000.00 TOTAL DEDUCTIONS 0.00 -291,792.00 PROGRAM CAS145 PAGE 1 DATE 03/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 01:00 PM ESTIMATE NO. 059 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/17/16 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 03/23/16 LOCATION PROGRESS ESTIMATE 08-RIV-91-15.6/21.6 ----------------- SEMA CONSTRUCTION INC IN RIVERSIDE COUNTY IN RIVERSIDE 320 GODDARD WAY, SUITE 150 FROM ADAMS STREET TO THE ROUTE IRVINE, CA 92618 60/215 SEPARATION FED. AID NO. CMLN-6208(9)E CONSTRUCT HOV LANDS, WIDEN BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 15,000.0000 15,000.00 0.750 11,250 002 TIME-RELATED OVERHEAD LS 4,200,000.0000 4,200,000.00 1.000 4,200,000 003 TEMPORARY FENCE (TYPE CL-6) LF 10.0000 241,300.00 17,713.000 177,130 004 TEMPORARY SUPPORT LS 75,000.0000 75,000.00 1.000 75,000 005 CONSTRUCTION SITE MANAGEMENT LS 200,000.0000 200,000.00 1.000 200,000 006 PREPARE WATER POLLUTION CONTROL LS 10,000.0000 10,000.00 0.000 0 PROGRAM 007 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 0.900 9,000 PREVENTION PLAN 008 TEMPORARY FIBER ROLL LF 2.1000 117,600.00 109,293.000 229,515 009 TEMPORARY GRAVEL BAG BERM LF 10.1000 2,020.00 24,953.000 252,025 010 TEMPORARY CONSTRUCTION ENTRANCE EA 7,500.0000 60,000.00 43.000 322,500 011 TEMPORARY CHECK DAM LF 3.2500 68,250.00 593.000 1,927 012 MOVE-IN/MOVE-OUT EA 365.0000 6,570.00 23.000 8,395 (TEMPORARY EROSION CONTROL) 013 TEMPORARY DRAINAGE INLET PROTECTION EA 175.0000 30,625.00 108.000 18,900 014 STREET SWEEPING LS 100,000.0000 100,000.00 1.000 100,000 015 TEMPORARY CONCRETE WASHOUT BIN EA 3,000.0000 15,000.00 17.000 51,000 016 TEMPORARY SOIL BINDER SQYD 0.1000 31,100.00 470,812.850 47,081 017 RAIN EVENT ACTION PLAN DAY 500.0000 43,000.00 2.000 1,000.00 31.000 15,500 018 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 3.500 7,000 019 STORM WATER SAMPLING AND ANALYSIS DAY DAY 1,100.0000 30,800.00 6.000 6,600 020 CONSTRUCTION AREA SIGNS LS 170,000.0000 170,000.00 0.850 144,500 021 TRAFFIC CONTROL SYSTEM LS 750,000.0000 750,000.00 1.000 750,000 022 TYPE III BARRICADE EA 5.5000 880.00 82.000 451 PROGRAM CAS145 PAGE 2 DATE 03/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 01:00 PM ESTIMATE NO. 059 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/17/16 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 03/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.1000 16,113.00 15,339.000 62,889 024 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.9500 310,650.00 12,918.000 12,272.10 373,158.000 354,500 025 CHANNELIZER (SURFACE MOUNTED) EA 11.0000 17,600.00 1,462.000 16,082 026 FLASHING BEACON (PORTABLE) EA 500.0000 5,000.00 0.000 0 027 TEMPORARY PAVEMENT MARKER EA 4.3500 131,805.00 691.000 3,005.85 23,863.000 103,804 028 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,500.0000 170,000.00 18.000 153,000 029 TEMPORARY RAILING (TYPE K) LF 11.0000 1,255,100.00 1,056.000 11,616.00 155,118.000 1,706,298 030 TEMPORARY CRASH CUSHION MODULE EA 140.0000 128,800.00 15.000 2,100.00 1,319.000 184,660 031 TEMPORARY TRAFFIC SCREEN LF 3.0000 342,300.00 86,436.000 259,308 032 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5100 29,835.00 7,715.000 3,934.65 62,350.000 31,798 STRIPE (HAZARDOUS WASTE) 033 REMOVE YELLOW THERMOPLASTIC PAVEMENT SQFT 2.5500 5,151.00 1,104.000 2,815.20 1,104.000 2,815 MARKING (HAZARDOUS WASTE) 034 ABANDON INLET EA 860.0000 10,320.00 6.000 5,160 035 ABANDON PIPELINE LF 17.0000 64,260.00 3,505.500 59,593 036 REMOVE CHAIN LINK FENCE LF 12.0000 303,600.00 18,731.000 224,772 037 REMOVE MARKER EA 1.0000 50.00 0.000 0 038 REMOVE METAL BEAM GUARD RAILING LF 9.5000 67,545.00 7,626.300 72,449 039 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 40,545.00 2,639.000 1,398.67 97,547.000 51,699 040 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5500 6,579.00 4,563.000 11,635 041 REMOVE PAVEMENT MARKER EA 0.7000 9,100.00 705.000 493.50 12,119.000 8,483 042 REMOVE ROADSIDE SIGN EA 92.0000 11,040.00 65.000 5,980 043 REMOVE SIGN STRUCTURE EA 2,900.0000 63,800.00 24.000 69,600 044 REMOVE SIGN PANEL EA 470.0000 470.00 0.000 0 045 REMOVE PIPE LF 78.0000 151,320.00 1,720.300 134,183 046 REMOVE INLET EA 820.0000 39,360.00 48.000 39,360 047 RESET ROADSIDE SIGN (ONE POST) EA 300.0000 6,600.00 1.000 300.00 16.000 4,800 048 RELOCATE ROADSIDE SIGN-ONE POST EA 310.0000 13,020.00 2.000 620.00 35.000 10,850 049 RELOCATE SIGN PANEL EA 380.0000 1,140.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 03/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 01:00 PM ESTIMATE NO. 059 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/17/16 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 03/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ADJUST INLET EA 2,500.0000 2,500.00 1.000 2,500 051 COLD PLANE HMA PAVEMENT (2" MAX) SQYD 1.8500 77,885.00 44,878.230 83,024 052 REMOVE CONCRETE CY 60.0000 415,200.00 5,298.260 317,895 053 REMOVE MASONRY RETAINING WALL LF 40.0000 9,200.00 749.000 29,960 054 REMOVE UNSOUND CONCRETE CF 120.0000 3,120.00 11.510 1,381 055 CLEAN BRIDGE DECK SQFT 0.3000 16,277.10 42,258.000 12,677 056 CAP INLET EA 880.0000 7,040.00 6.000 5,280 057 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 058 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 059 BRIDGE REMOVAL, LOCATION F LS 53,300.0000 53,300.00 0.000 0 060 BRIDGE REMOVAL, LOCATION G LS 53,300.0000 53,300.00 1.000 53,300 061 BRIDGE REMOVAL, LOCATION H LS 53,300.0000 53,300.00 1.000 53,300 062 BRIDGE REMOVAL, LOCATION I LS 53,300.0000 53,300.00 1.000 53,300 063 BRIDGE REMOVAL (PORTION), LOCATION A LS 53,300.0000 53,300.00 1.000 53,300 064 BRIDGE REMOVAL (PORTION), LOCATION B LS 53,300.0000 53,300.00 0.950 50,635 065 BRIDGE REMOVAL (PORTION), LOCATION C LS 53,300.0000 53,300.00 1.000 53,300 066 BRIDGE REMOVAL (PORTION), LOCATION D LS 53,300.0000 53,300.00 1.000 53,300 067 BRIDGE REMOVAL (PORTION), LOCATION E LS 53,300.0000 53,300.00 0.970 51,701 068 BRIDGE REMOVAL (PORTION), LOCATION K LS 53,300.0000 53,300.00 0.000 0 069 BRIDGE REMOVAL, LOCATION J LS 53,300.0000 53,300.00 1.000 53,300 070 CLEARING AND GRUBBING LS 2,000,000.0000 2,000,000.00 0.985 1,970,000 071 ROADWAY EXCAVATION CY 10.0000 3,810,000.00 380,748.370 3,807,483 072 SITE GRADING SQYD 1.1000 16,170.00 14,820.670 16,302 073 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000 074 TIRE SHRED EXCAVATION CY 25.0000 19,000.00 1,176.000 29,400 075 WASTE TRANSPORTATION AND DISPOSAL CY 100.0000 76,000.00 1,176.000 117,600 (TIRE SHRED MATERIALS) 076 STRUCTURE EXCAVATION (BRIDGE) CY 50.0000 935,650.00 18,713.000 935,650 (F) PROGRAM CAS145 PAGE 4 DATE 03/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 01:00 PM ESTIMATE NO. 059 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/17/16 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 03/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE EXCAVATION (RETAINING WALL) CY 30.0000 4,230,150.00 91,436.160 2,743,084 (F) 078 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 75.0000 73,425.00 979.000 73,425 (F) 079 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 90.0000 426,870.00 8,396.000 755,640 (F) 080 STRUCTURE BACKFILL (BRIDGE) CY 35.0000 546,490.00 14,983.880 524,435 (F) 081 STRUCTURE BACKFILL (RETAINING WALL) CY 35.0000 3,809,575.00 67,555.160 2,364,430 (F) 082 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 75.0000 28,050.00 374.000 28,050 (F) 083 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 75.0000 5,325.00 71.000 5,325 (F) 084 PERVIOUS BACKFILL MATERIAL CY 60.0000 41,700.00 686.870 41,212 (F) 085 PERVIOUS BACKFILL MATERIAL (RETAINING CY 42.0000 326,298.00 4,733.020 198,786 (F) WALL) 086 SUBBALLAST CY 38.0000 202,920.00 2,386.430 90,684 087 SAND BACKFILL CY 23.0000 8,510.00 426.290 9,804 088 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 90.0000 8,280.00 92.000 8,280 (F) 089 CLASS 4 CONCRETE (BACKFILL) CY 55.0000 3,355.00 64.560 3,550 090 LEAN CONCRETE BACKFILL CY 90.0000 12,150.00 135.000 12,150 (F) 091 DITCH EXCAVATION CY 9.0000 51,570.00 5,336.120 48,025 092 EARTH RETAINING STRUCTURE, LOCATION A SQFT 38.0000 393,414.00 10,353.000 393,414 (F) 093 EARTH RETAINING STRUCTURE, LOCATION B SQFT 36.0000 765,324.00 21,019.000 756,684 (F) 094 EARTH RETAINING STRUCTURE, LOCATION C SQFT 34.0000 453,866.00 13,349.000 453,866 (F) 095 EARTH RETAINING STRUCTURE, LOCATION D SQFT 47.0000 255,915.00 6,420.000 301,740 (F) 096 EARTH RETAINING STRUCTURE, LOCATION E SQFT 39.0000 923,442.00 23,678.000 923,442 (F) 097 SOIL NAIL ASSEMBLY LF 27.0000 1,161,324.00 92,812.000 2,505,924 098 HIGHWAY PLANTING LS 800,000.0000 800,000.00 0.042 33,600 099 GRAVEL (MISCELLANEOUS AREAS) SQFT 1.7000 535,500.00 87,596.420 148,913 (3/4" BURGUNDY) 100 GRAVEL (MISCELLANEOUS AREAS) SQFT 1.5000 72,750.00 0.000 0 (2 1/2" BURGUNDY) 101 ROCK BLANKET SQYD 51.0000 1,412,700.00 1,488.410 75,908.91 21,985.160 1,121,243 102 COMPOST (INCORPORATE) SQYD 3.0000 342,000.00 0.000 0 103 TRANSPLANT PALM TREE EA 3,700.0000 40,700.00 1.500 5,550 PROGRAM CAS145 PAGE 5 DATE 03/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 01:00 PM ESTIMATE NO. 059 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/17/16 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 03/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 PLANT ESTABLISHMENT WORK LS 75,000.0000 75,000.00 0.000 0 105 IRRIGATION SYSTEM LS 900,000.0000 900,000.00 0.040 36,000.00 0.479 431,100 106 4" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 53.0000 24,380.00 0.000 0 107 8" GALVANIZED STEEL PIPE LF 64.0000 29,440.00 754.000 48,256 108 3" SUPPLY LINE (BRIDGE) LF 43.0000 42,226.00 938.000 40,334 (F) 109 WATER METER EA 1,600.0000 25,600.00 4.000 6,400 110 8" GATE VALVE WITH SLEEVE AND COVER EA 800.0000 3,200.00 3.000 2,400 111 12" CORRUGATED STEEL PIPE CONDUIT LF 48.0000 39,360.00 657.600 31,564 (.064" THICK) 112 12" WELDED STEEL PIPE CONDUIT LF 540.0000 216,000.00 271.000 146,340 (.250" THICK) 113 EXTEND 6" CONDUIT LF 300.0000 3,000.00 20.000 6,000 114 BOOSTER PUMP (TYPE 1) EA 28,900.0000 231,200.00 4.250 122,825 115 BOOSTER PUMP (TYPE 2) EA 26,900.0000 80,700.00 0.850 22,865 116 CLASS 2 AGGREGATE SUBBASE CY 17.0000 391,000.00 22,524.770 382,921 117 CLASS 2 AGGREGATE BASE CY 21.0000 735,000.00 40,004.460 840,093 118 AGGREGATE BASE (APPROACH SLAB) CY 400.0000 2,000.00 5.000 2,000 119 LEAN CONCRETE BASE CY 130.0000 1,430,000.00 9,441.810 1,227,435 120 HOT MIX ASPHALT (TYPE A, BOND BREAKER) TON 97.0000 615,950.00 5,409.930 524,763 121 HOT MIX ASPHALT (TYPE A) TON 80.0000 5,824,000.00 81,809.710 6,544,776 122 DATA CORE LS 10,000.0000 10,000.00 0.000 0 123 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 1,920.00 916.000 1,832 124 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 15,120.00 7,235.000 14,470 125 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 1,020.00 961.000 1,922 126 PLACE HOT MIX ASPHALT SQYD 3.5000 16,345.00 1,787.690 6,256 (MISCELLANEOUS AREA) 127 ASPHALTIC EMULSION (PAINT BINDER) TON 900.0000 162,000.00 0.000 0 128 JOINTED PLAIN CONCRETE PAVEMENT CY 160.0000 5,024,000.00 27,314.920 4,370,387 129 CONCRETE PAVEMENT CY 270.0000 1,719,900.00 7,421.160 2,003,713 (RAPID STRENGTH CONCRETE) 130 SEAL PAVEMENT JOINT LF 3.0000 375,000.00 62,372.300 187,116 PROGRAM CAS145 PAGE 6 DATE 03/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 01:00 PM ESTIMATE NO. 059 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/17/16 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 03/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 SEAL LONGITUDINAL ISOLATION JOINT LF 5.0000 183,750.00 20,644.800 103,224 132 GRIND EXISTING CONCRETE SQYD 4.3000 52,890.00 10,986.280 47,241 PAVEMENT 133 STEEL SOLDIER PILE (HP 12 X 84) LF 48.0000 80,448.00 1,676.000 80,448 134 FURNISH STEEL PILING (HP 10 X 57) LF 48.0000 203,664.00 4,243.000 203,664 135 DRIVE STEEL PILE (HP 10 X 57) EA 1,600.0000 142,400.00 89.000 142,400 136 FURNISH STEEL PILING (HP 14 X 89) LF 48.0000 1,742,976.00 36,312.000 1,742,976 137 DRIVE STEEL PILE (HP 14 X 89) EA 1,800.0000 979,200.00 440.000 792,000 138 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 620.0000 1,370,820.00 2,042.100 1,266,102 139 96" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,250.0000 963,750.00 771.000 963,750 140 FURNISH PILING (CLASS 90) LF 21.0000 24,360.00 1,414.970 29,714 (ALTERNATIVE X) 141 DRIVE PILE (CLASS 90) (ALTERNATIVE X) EA 1,500.0000 60,000.00 32.000 48,000 142 FURNISH PILING (CLASS 90) LF 21.0000 25,746.00 1,226.000 25,746 (ALTERNATIVE V) 143 DRIVE PILE (CLASS 90) EA 1,600.0000 48,000.00 30.000 48,000 (ALTERNATIVE V) 144 FURNISH PILING (CLASS 140) LF 21.0000 94,164.00 4,484.000 94,164 (ALTERNATIVE V) 145 DRIVE PILE (CLASS 140) EA 1,400.0000 187,600.00 121.000 169,400 (ALTERNATIVE V) 146 FURNISH PILING (CLASS 90-ALTERNATIVE X) LF 27.0000 18,090.00 670.000 18,090 147 DRIVE PILE (CLASS 90-ALTERNATIVE X) EA 1,400.0000 39,200.00 28.000 39,200 148 42" DRILLED HOLE LF 78.0000 67,704.00 868.000 67,704 149 PRESTRESSING CAST-IN-PLACE CONCRETE LS 485,500.0000 485,500.00 1.000 485,500 150 TIEBACK ANCHOR EA 6,000.0000 132,000.00 22.000 132,000 151 TIEDOWN ANCHOR EA 4,800.0000 153,600.00 40.000 192,000 152 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 140.0000 455,700.00 3,224.870 451,481 (F) 153 STRUCTURAL CONCRETE, BRIDGE CY 300.0000 3,959,700.00 12,784.620 3,835,386 (F) 154 STRUCTURAL CONCRETE, RETAINING WALL CY 200.0000 7,030,000.00 30,660.290 6,132,058 (F) 155 STRUCTURAL CONCRETE, SOUND WALL CY 380.0000 19,380.00 51.000 19,380 (F) 156 STRUCTURAL CONCRETE, BARRIER SLAB CY 400.0000 735,600.00 1,839.000 735,600 (F) 157 STRUCTURAL CONCRETE, APPROACH SLAB CY 610.0000 319,030.00 523.000 319,030 (F) (TYPE N) PROGRAM CAS145 PAGE 7 DATE 03/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 01:00 PM ESTIMATE NO. 059 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/17/16 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 03/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,200.0000 63,600.00 123.000 147,600 (TYPE R) 159 STRUCTURAL CONCRETE, BOX CULVERT CY 580.0000 1,009,200.00 1,847.050 1,071,289 (F) 160 STRUCTURAL CONCRETE, APPRON SLAB CY 420.0000 46,620.00 93.000 39,060 (F) 161 MINOR CONCRETE (MINOR STRUCTURE) CY 1,600.0000 752,000.00 0.950 1,520.00 435.130 696,208 162 MINOR CONCRETE (SOUND WALL) CY 510.0000 12,240.00 35.450 18,079 163 STRUCTURAL CONCRETE, PILE CAP CY 390.0000 41,340.00 99.000 38,610 (F) 164 ARCHITECTURAL SURFACE SQFT 7.0000 233,352.00 32,289.000 226,023 (F) (TEXTURE CONCRETE) FRACTURED RIB TEXTURE 165 ARCHITECTURAL SURFACE (TEXTURE CONCRETE) SQFT 10.0000 296,650.00 29,665.000 296,650 (F) SPLIT SLATE TEXTURE 166 ARCHITECTURAL SURFACE (TEXTURE CONCRETE) SQFT 2.6000 646,869.60 -4.600 -11.96 248,758.280 646,771 (F) FRACTURED RIB SPLIT SLATE TEXTURE 167 DRILL AND BOND DOWEL LF 31.0000 19,282.00 436.000 13,516 168 CLEAN EXPANSION JOINT LF 14.0000 3,080.00 392.000 5,488 169 RAPID SETTING CONCRETE PATCH CF 150.0000 3,900.00 11.510 1,726 170 FURNISH PRECAST PRESTRESSED CONCRETE EA 13,900.0000 97,300.00 7.000 97,300 GIRDER (70'-80') 171 FURNISH PRECAST PRESTRESSED CONCRETE EA 13,900.0000 222,400.00 16.000 222,400 GIRDER (80'-90') 172 FURNISH PRECAST PRESTRESSED CONCRETE EA 16,000.0000 400,000.00 25.000 400,000 GIRDER (90'-100') 173 FURNISH PRECAST PRESTRESSED CONCRETE EA 32,000.0000 224,000.00 7.000 224,000 BULB-TEE GIRDER (110'-120') 174 FURNISH PRECAST PRESTRESSED CONCRETE EA 37,300.0000 335,700.00 9.000 335,700 BULB-TEE GIRDER (130'-140') 175 ERECT PRECAST PRESTRESSED CONCRETE EA 4,100.0000 262,400.00 64.000 262,400 GIRDER 176 SOUND WALL (BARRIER) (MASONRY BLOCK) SQFT 21.0000 212,100.00 14,559.800 305,755 (F) 177 SOUND WALL (MASONRY BLOCK) SQFT 21.0000 151,347.00 7,207.000 151,347 (F) 178 SOUND WALL (BARRIER CONCRETE) SQFT 19.0000 41,230.00 2,170.000 41,230 (F) 179 PTFE BEARING EA 1,300.0000 7,800.00 6.000 7,800 180 PTFE SPHERICAL BEARING EA 3,700.0000 59,200.00 16.000 59,200 181 JOINT SEAL (MR 1/2") LF 74.0000 4,292.00 69.000 5,106 182 JOINT SEAL (MR 1") LF 71.0000 53,321.00 922.830 65,520 183 JOINT SEAL ASSEMBLY (MR 3") LF 330.0000 12,210.00 37.000 12,210 184 JOINT SEAL ASSEMBLY (MR 4") LF 650.0000 24,050.00 37.000 24,050 PROGRAM CAS145 PAGE 8 DATE 03/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 01:00 PM ESTIMATE NO. 059 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/17/16 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 03/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 JOINT SEAL ASSEMBLY (MR 5") LF 820.0000 29,520.00 36.000 29,520 186 JOINT SEAL (MR 2") LF 350.0000 86,100.00 246.000 86,100 187 JOINT SEAL ASSEMBLY (MR 8") LF 1,500.0000 36,000.00 24.000 36,000 188 BAR REINFORCING STEEL LB 0.9300 287,219.34 19,023.410 17,691.77 336,002.360 312,482 (F) 189 BAR REINFORCING STEEL (BRIDGE) LB 0.8000 2,933,149.60 3,637,305.470 2,909,844 (F) 190 BAR REINFORCING STEEL (RETAINING WALL) LB 0.9500 4,287,891.50 3,611,366.920 3,430,798 (F) 191 SHOTCRETE CY 930.0000 798,870.00 1,678.000 1,560,540 (F) 192 TREAT BRIDGE DECK SQFT 0.3500 18,989.95 42,234.000 14,781 (F) 193 WATERPROOFING AND COVER SQFT 14.0000 161,028.00 5,682.000 79,548 (F) 194 PUBLIC SAFETY PLAN LS 5,300.0000 5,300.00 0.000 0 195 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 80.0000 46,720.00 415.500 33,240 196 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.2500 2,710,518.75 2,168,415.000 2,710,518 (F) 197 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.5000 1,084,207.50 2,136,884.440 1,068,442 (F) 198 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 4.8000 50,318.40 5,484.000 26,323 (F) WITH WALKWAY) 199 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 2.7000 28,304.10 5,484.000 14,806 (F) WITH WALKWAY) 200 FURNISH SIGN STRUCTURE (TRUSS) LB 4.0000 1,267,400.00 300,100.000 1,200,400 (F) 201 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2100 66,538.50 300,100.000 63,021 (F) 202 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 15.0000 55,350.00 3,199.800 47,997 203 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 27.0000 13,230.00 352.000 9,504 204 FURNISH LAMINATED PANEL SIGN SQFT 38.0000 6,840.00 172.000 6,536 (2 1/2"-TYPE B) 205 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 38,800.00 94.700 1,894.00 669.300 13,386 (0.063"-UNFRAMED) 206 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 26,180.00 130.000 2,860.00 869.000 19,118 (0.080"-UNFRAMED) 207 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 6,250.00 102.000 2,550 (0.063"-FRAMED) 208 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 9,450.00 229.500 4,819 (0.080"-FRAMED) 209 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 110.0000 4,180.00 38.000 4,180 (SIGN FOUNDATION) 210 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,100.0000 484,000.00 407.000 447,700 (SIGN FOUNDATION) 211 ROADSIDE SIGN (WALL MOUNTED SIGN) EA 2,300.0000 39,100.00 1.000 2,300.00 5.000 11,500 PROGRAM CAS145 PAGE 9 DATE 03/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 01:00 PM ESTIMATE NO. 059 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/17/16 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 03/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 ROADSIDE SIGN - ONE POST EA 340.0000 47,600.00 9.000 3,060.00 116.000 39,440 213 ROADSIDE SIGN - TWO POST EA 860.0000 13,760.00 14.000 12,040 214 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 190.0000 1,140.00 7.000 1,330.00 9.000 1,710 METHOD) 215 INSTALL SIGN OVERLAY SQFT 49.0000 784.00 0.000 0 216 INSTALL ROADSIDE SIGN EA 3,500.0000 77,000.00 14.000 49,000 (LAMINATED WOOD BOX POST) 217 TIMBER LAGGING MFBM 690.0000 20,700.00 30.000 20,700 (F) 218 CLEAN AND PAINT STRUCTURAL STEEL LS 268,800.0000 268,800.00 1.000 268,800 219 PREPARE AND PAINT CONCRETE SQFT 1.2000 588,000.00 31,337.000 37,604.40 406,061.000 487,273 220 6" ALTERNATIVE PIPE CULVERT LF 42.0000 966.00 23.000 966 221 12" ALTERNATIVE PIPE CULVERT LF 36.0000 26,280.00 660.900 23,792 222 18" ALTERNATIVE PIPE CULVERT LF 41.0000 71,750.00 1,374.200 56,342 223 24" ALTERNATIVE PIPE CULVERT LF 52.0000 8,840.00 128.000 6,656 224 30" ALTERNATIVE PIPE CULVERT LF 63.0000 47,880.00 760.000 47,880 225 48" ALTERNATIVE PIPE CULVERT LF 89.0000 5,963.00 0.000 0 226 30" X 10" ALTERNATIVE PIPE ARCH CULVERT LF 66.0000 3,696.00 0.000 0 227 12" REINFORCED CONCRETE PIPE LF 56.0000 31,920.00 406.100 22,741 228 15" REINFORCED CONCRETE PIPE LF 85.0000 5,950.00 40.000 3,400 229 18" REINFORCED CONCRETE PIPE LF 82.0000 277,980.00 2,605.400 213,642 230 24" REINFORCED CONCRETE PIPE LF 140.0000 320,600.00 2,665.200 373,128 231 30" REINFORCED CONCRETE PIPE LF 110.0000 59,400.00 203.400 22,374 232 36" REINFORCED CONCRETE PIPE LF 100.0000 53,000.00 527.800 52,780 233 48" REINFORCED CONCRETE PIPE LF 140.0000 16,800.00 0.000 0 234 54" REINFORCED CONCRETE PIPE LF 180.0000 102,600.00 570.000 102,600 235 60" REINFORCED CONCRETE PIPE LF 240.0000 28,800.00 130.000 31,200 236 12" CORRUGATED STEEL PIPE LF 64.0000 17,920.00 250.800 16,051 237 18" CORRUGATED STEEL PIPE (.064" THICK) LF 63.0000 7,560.00 116.600 7,345 238 36" CORRUGATED STEEL PIPE (.064" THICK) LF 210.0000 11,130.00 44.500 9,345 PROGRAM CAS145 PAGE 10 DATE 03/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 01:00 PM ESTIMATE NO. 059 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/17/16 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 03/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 21" SLOTTED CORRUGATED STEEL PIPE LF 87.0000 40,890.00 265.000 23,055.00 265.000 23,055 (.064" THICK) 240 18" SLOTTED CORRUGATED STEEL PIPE LF 78.0000 28,080.00 302.000 23,556 (.064" THICK) 241 24" SLOTTED CORRUGATED STEEL PIPE LF 98.0000 23,520.00 234.000 22,932 (.064" THICK) 242 DRAINAGE INLET MARKER EA 53.0000 848.00 0.000 0 243 12" CORRUGATED STEEL PIPE RISER LF 110.0000 10,450.00 63.300 6,963 (.064" THICK) 244 48" CORRUGATED STEEL PIPE RISER LF 220.0000 5,060.00 17.500 3,850 (.079" THICK) 245 WELDED STEEL PIPE CASING (BRIDGE) LF 270.0000 32,940.00 81.000 21,870 246 12" ALTERNATIVE FLARED END SECTION LF 150.0000 450.00 1.000 150 247 12" X 12" PRECAST INLET EA 3,400.0000 6,800.00 0.000 0 248 36" PRECAST CONCRETE PIPE MANHOLE LF 660.0000 59,400.00 86.000 56,760 249 MANHOLE SHAFT PIPE REDUCER EA 760.0000 9,880.00 12.000 9,120 250 ROCK SLOPE PROTECTION CY 130.0000 26,000.00 91.440 11,887 (FACING, METHOD B) 251 ROCK SLOPE PROTECTION CY 140.0000 7,700.00 53.280 7,459 (NO. 2, METHOD B) 252 ROCK SLOPE PROTECTION (1/4T, METHOD B) CY 140.0000 21,000.00 31.430 4,400 253 CONCRETE (CHANNEL LINING) CY 320.0000 220,800.00 727.360 232,755 254 ROCK SLOPE PROTECTION FABRIC SQYD 6.5000 5,655.00 459.570 2,987 255 MINOR CONCRETE (CURB) CY 780.0000 51,480.00 47.440 37,003 256 MINOR CONCRETE (MISCELLANEOUS CY 1,800.0000 198,000.00 4.600 8,280.00 77.290 139,122 CONSTRUCTION) 257 MINOR CONCRETE (CROSS GUTTER) CY 520.0000 57,200.00 111.570 58,016 258 MINOR CONCRETE (CURB AND GUTTER) CY 500.0000 340,000.00 662.020 331,010 259 MINOR CONCRETE (DRIVEWAY) CY 390.0000 54,600.00 127.500 49,725 260 MINOR CONCRETE (GUTTER) LF 23.0000 262,062.00 698.000 16,054.00 10,607.810 243,979 (F) 261 MINOR CONCRETE (SIDEWALK) CY 430.0000 176,300.00 387.240 166,513 262 MINOR CONCRETE (CURB RAMP) CY 1,400.0000 60,200.00 46.660 65,324 263 MISCELLANEOUS IRON AND STEEL LB 2.3000 137,825.20 10,307.000 23,706.10 55,079.000 126,681 (F) 264 12" X 12" STEEL GATE EA 230.0000 460.00 0.000 0 265 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 03/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 01:00 PM ESTIMATE NO. 059 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/17/16 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 03/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 MISCELLANEOUS METAL (BRIDGE) LB 13.0000 88,660.00 5,378.000 69,914 (F) 267 BRIDGE DECK DRAINAGE SYSTEM LB 13.0000 159,432.00 9,836.000 127,868 (F) 268 CHAIN LINK FENCE (TYPE CL-6) LF 17.5000 400,277.50 17,087.930 299,038 (F) 269 STEEL PICKET FENCE LF 220.0000 74,800.00 245.000 53,900 270 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 271 12' CHAIN LINK GATE (TYPE CL-6) EA 1,200.0000 22,800.00 7.000 8,400 272 18' CHAIN LINK GATE (TYPE CL-6) EA 2,000.0000 16,000.00 9.000 18,000 273 SURVEY MONUMENT (TYPE D) EA 550.0000 30,800.00 0.000 0 274 DELINEATOR (CLASS 1) EA 37.0000 1,998.00 0.000 0 275 MARKER (CULVERT) EA 53.0000 848.00 0.000 0 276 OBJECT MARKER EA 53.0000 795.00 0.000 0 277 METAL BEAM GUARD RAILING LF 24.0000 118,080.00 5,613.000 134,712 278 CHAIN LINK RAILING (TYPE 6) LF 82.0000 139,564.00 1,627.000 133,414 (F) 279 METAL HAND RAILING LF 81.0000 16,200.00 222.000 17,982 280 CONCRETE BARRIER (TYPE 26) LF 59.0000 84,429.00 1,244.000 73,396 (F) 281 CABLE RAILING LF 10.0000 135,520.00 10,988.140 109,881 (F) 282 GUARD POST EA 830.0000 8,300.00 0.000 0 283 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 284 TRANSITION RAILING (TYPE WB) EA 3,300.0000 46,200.00 16.000 52,800 285 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 286 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 287 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 840.0000 7,560.00 10.000 8,400 288 END CAP (TYPE A) EA 1,100.0000 2,200.00 4.000 4,400 289 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 1,100.0000 14,300.00 13.000 14,300 290 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,100.0000 9,900.00 11.000 12,100 291 CRASH CUSHION (TYPE CAT) EA 16,000.0000 16,000.00 2.000 32,000 292 CRASH CUSHION (TYPE CAT) BACKUP EA 21,300.0000 21,300.00 2.000 42,600 PROGRAM CAS145 PAGE 12 DATE 03/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 01:00 PM ESTIMATE NO. 059 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/17/16 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 03/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 293 CONCRETE BARRIER (TYPE 60GC) LF 210.0000 138,600.00 664.870 139,622 294 CONCRETE BARRIER (TYPE 60 GE) MODIFIED LF 30.0000 5,400.00 194.000 5,820 295 CONCRETE BARRIER (TYPE 60SC) LF 80.0000 80,000.00 964.000 77,120 296 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 50.0000 301,900.00 6,164.000 308,200 (F) 297 CONCRETE BARRIER (TYPE 732) LF 48.0000 95,760.00 1,995.000 95,760 (F) 298 CONCRETE BARRIER (TYPE 732A) LF 50.0000 550,000.00 10,524.700 526,235 299 CONCRETE BARRIER TRANSITION LF 65.0000 5,460.00 84.000 5,460 (TYPE 60GC TO 60SC) 300 CONCRETE BARRIER (TYPE 732B) LF 67.0000 85,090.00 820.280 54,958 301 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 63.0000 163,170.00 2,975.340 187,446 (F) 302 CONCRETE BARRIER (TYPE 60R MODIFIED) LF 52.0000 33,800.00 774.630 40,280 303 CONCRETE BARRIER (TYPE 736SV) LF 60.0000 33,000.00 548.500 32,910 304 CONCRETE BARRIER (TYPE 742) LF 72.0000 9,072.00 126.000 9,072 (F) 305 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 45.0000 657,765.00 13,889.760 625,039 (F) 306 THERMOPLASTIC PAVEMENT MARKING SQFT 3.5000 51,100.00 225.000 787.50 9,470.000 33,145 307 THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 135,300.00 51,363.000 15,408 (SPRAYABLE) 308 PAINT TRAFFIC STRIPE (2-COAT) LF 1.0000 7,660.00 8,838.000 8,838 309 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.5000 2,065.00 194.000 679 310 PARKING BUMPER (PRECAST CONCRETE) EA 30.0000 11,100.00 327.000 9,810 311 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 12,090.00 5,295.000 7,942.50 5,295.000 7,942 312 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 225,050.00 5,571.000 19,498.50 7,991.000 27,968 313 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,500.0000 5,500.00 1.000 5,500 SYSTEM ELEMENTS DURING CONSTRUCTION 314 MODIFY LIGHTING (CITY) LS 395,600.0000 395,600.00 1.000 395,600 315 MODIFY CHANGEABLE MESSAGE SIGN SYSTEM LS 160,000.0000 160,000.00 0.076 12,160.00 1.000 160,000 316 MODIFY FIBER OPTIC COMMUNICATION SYSTEM LS 780,000.0000 780,000.00 0.155 120,900.00 0.846 659,880 317 CLOSED CIRCUIT TELEVISION SYSTEMS LS 100,000.0000 100,000.00 0.310 31,000.00 0.911 91,100 318 INTERCONNECTION CONDUIT AND CABLE LS 80,000.0000 80,000.00 0.885 70,800 319 TEMPORARY DETECTION SYSTEM LS 23,000.0000 23,000.00 0.781 17,963 PROGRAM CAS145 PAGE 13 DATE 03/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 01:00 PM ESTIMATE NO. 059 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/17/16 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 03/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 320 TEMPORARY METROLINK COMMUNICATION LS 47,400.0000 47,400.00 0.731 34,649 321 2" CONDUIT FUTURE (BRIDGE) LF 13.0000 71,240.00 5,706.000 74,178 322 SPRINKLER CONTROL CONDUIT (BRIDGE) LF 21.0000 25,410.00 1,210.000 25,410 323 REMOVE VEHICLE DETECTION STATION LS 1,100.0000 1,100.00 1.000 1,100 324 MODIFY ELECTRIC SERVICE (IRRIGATION) LS 140,000.0000 140,000.00 0.055 7,700.00 0.975 136,500 325 MODIFY RAMP METERING SYSTEMS LS 700,000.0000 700,000.00 0.023 16,100.00 0.884 618,800 326 MODIFY VEHICLE DETECTION STATIONS LS 84,000.0000 84,000.00 0.781 65,604 (LOCATION 1) 327 RAMP METERING SYSTEM LS 82,000.0000 82,000.00 0.861 70,602 328 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 64,000.0000 64,000.00 0.935 59,840 329 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 135,000.0000 135,000.00 1.000 135,000 330 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 148,000.0000 148,000.00 1.000 148,000 331 MODIFY SIGNAL AND LIGHTING (LOCATION 4) LS 137,000.0000 137,000.00 1.000 137,000 332 MODIFY LIGHTING AND SIGN ILLUMINATION LS 800,000.0000 800,000.00 0.017 13,600.00 0.899 719,200 333 MODIFY SIGNAL AND LIGHTING (LOCATION 5) LS 133,600.0000 133,600.00 1.000 133,600 334 MODIFY SIGNAL AND LIGHTING (LOCATION 6) LS 120,000.0000 120,000.00 0.015 1,800.00 0.953 114,360 335 MODIFY SIGNAL AND LIGHTING (LOCATION 7) LS 107,000.0000 107,000.00 0.024 2,568.00 1.000 107,000 336 MODIFY SIGNAL AND LIGHTING (LOCATION 9) LS 140,000.0000 140,000.00 0.994 139,160 337 MODIFY SIGNAL AND LIGHTING LS 145,000.0000 145,000.00 0.955 138,475 (LOCATION 10) 338 SIGNAL AND LIGHTING (LOCATION 11) LS 60,000.0000 60,000.00 0.876 52,560 339 MODIFY SIGNAL AND LIGHTING LS 140,000.0000 140,000.00 0.998 139,720 (LOCATION 12) 340 MODIFY SIGNAL AND LIGHTING LS 120,000.0000 120,000.00 1.000 120,000 (LOCATION 13) 341 MODIFY SIGNAL (LOCATION 8) LS 18,000.0000 18,000.00 1.000 18,000 342 SYSTEM TESTING AND DOCUMENTATION LS 25,000.0000 25,000.00 0.000 0 343 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 344 CHAIN LINK FENCE (TYPE CL-3.0) LF 12.0000 6,960.00 271.000 3,252 PROGRAM CAS145 PAGE 14 DATE 03/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 01:00 PM ESTIMATE NO. 059 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/17/16 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 03/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 524,864.69 97,808,087.75 ADJUSTMENT OF COMPENSATION 1,512.65 5,008,004.82 EXTRA WORK 470,111.07 3,653,327.68 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 996,488.41 106,469,420.25 345 MOBILIZATION LS 4,117,000.0000 4,117,000.00 1.000 4,117,000 ORIGINAL CONTRACT AMOUNT 108,773,340.04 TOTAL WORK COMPLETED 996,488.41 110,586,420.25 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -291,792.00 TOTAL 996,488.41 110,294,628.25 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 03/08/12 820 03/23/12 03/23/12 05/31/16 888 77 318 0 93% 100% PROGRESS IS SATISFACTORY PENDING CCO TIME EXT. LOPEZ, JOSEPH RESIDENT ENGINEER PROGRAM CAS145 DATE 03/23/16